5002_Jackson_MSWLF_GW_FID1323366_20190628

I WR USE ONLY ❑Paper Report ❑Electronic Data - Email CD rdata 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: Brian Gant
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 58-02 .1600 March 19, 20, and 21, 2019
Waste Landfill Dillsboro, North Carolina 28725
i
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring ❑X Detection Monitoring Assessment Monitoring
T e of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑ Methane gas monitoring data
Groundwater monitoring data from private water supply wells ❑X Corrective action data (specify)
X Leachate monitoring data
X Surface water monitoring; data Other(specify)
Corrective Action
Natural Attenuation Parameters
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.
Alec Macbeth, PG Senior Scientist 828-281-3350
Facility Representative Name (Print) Title (Area Code) Telephone Number
00_ , A � ,� June 30, 2019 Affix NC Licensed! Professional Geologist Seal
Signature Date
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
CAPti:1

ti9
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•may
a
June 2019 ANCHOR
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02 0EAA-4-"
Spring 2019
Semiannual Water Quality Monitoring Report
Prepared for Jackson County Solid Waste Department

June 2019
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02
Spring 2019
Semiannual Water Quality Monitoring Report
Prepared for
Jackson County Solid Waste Department
401 Grindstaff Cove Road
Sylva, North Carolina 28779
Alec Macbeth, PG
Project Geologist
Prepared by
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Project Number: C81480-01.01
\\asheville1\Asheville\Projects\Jackson County\Dillsboro GW\Reports\2019\Spring\Spring 2019 Semiannual Water Quality Report.docx

TABLE OF CONTENTS
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...............................................................................................................................8
3.1.3 Appendix I VOCs and 1,4-Dioxane...............................................................................................9
3.1.4 Natural Attenuation Parameters.................................................................................................
10
3.2
Surface Water....................................................................................................................................................
10
3.2.1 Field Parameters...............................................................................................................................
10
3.2.2 Appendix I Metals............................................................................................................................
11
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
3.5
Groundwater Flow Directions......................................................................................................................
12
4 Summary....................................................................................................................................13
4.1 Groundwater Quality...................................................................................................................................... 13
4.1.1 Metals....................................................................................................................................................13
4.1.2 Volatile Organic Compounds....................................................................................................... 13
4.1.3 Field Parameters and Other Constituents............................................................................... 13
4.2 Surface Water Quality..................................................................................................................................... 13
4.3 Leachate Quality............................................................................................................................................... 14
4.4 Domestic Well Water Quality...................................................................................................................... 14
Spring 2019 Semiannual
Water Quality Monitoring Report i June 2019

5 Future Activities.......................................................................................................................15
6 References.................................................................................................................................16
TABLES
Table 1 Summary of Laboratory Analyses Performed on Samples
Table 2 Well Construction Details and Corresponding Elevations
Table 3 Summary of Analytical Results
FIGURES
Figure 1
Site Location Map
Figure 2
Site Layout Map
Figure 3
Generalized Groundwater Flow Direction
Figure 4
Hydrograph and 1,4-Dichlorobenzene Concentration vs. Time
(Monitoring Well MW-01)
Figure 5
Hydrograph and Benzene Concentration vs. Time (Monitoring Well MW-01)
Figure 6
Hydrograph and Benzene Concentration vs. Time (Monitoring Well MW-05R)
Figure 7
Hydrograph and Vinyl Chloride Concentration vs. Time
(Monitoring Well MW-05R)
Figure 8
Hydrograph and Benzene Concentration vs. Time (Monitoring Well MW-07)
APPENDICES
Appendix A Well Sampling Logs, and Equipment Documentation and Instrument Calibration
Data Sheets
Appendix B Reports of Laboratory Analysis, Chain -of -Custody Documentation,
and Certificates of Analysis
Spring 2019 Semiannual
Water Quality Monitoring Report ii June 2019

ABBREVIATIONS
pg/L micrograms per liter
PS/cm microsiemens per centimeter
2B standard North Carolina surface water quality standards, as defined in 15A NCAC 2B
2L standard North Carolina groundwater quality standards, as defined in 15A NCAC 2L .0202
AM Analytical Method
bgs Below ground surface
BOD biochemical oxygen demand
CAER Corrective Action Evaluation Report
CAP Corrective Action Plan
COD chemical oxygen demand
DENR North Carolina Department of Environment and Natural Resources
DEQ North Carolina Department of Environmental Quality
DO dissolved oxygen
DWM Division of Waste Management
EPA U.S. Environmental Protection Agency
IMAC interim maximum allowable concentration
MDL method detection limit
mg/L milligrams per liter
MNA monitored natural attenuation
MSWLF Municipal Solid Waste Landfill
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, approximately 0.75 miles west of Dillsboro,
North Carolina, on the northeast side of Old Dillsboro Road (Old U.S. Highway 74)
SM Standard Method
SU Standard Unit
SVOC semivolatile organic compound
SWS Solid Waste Section
TOC total organic carbon
TWSA Tuckasegee Water & Sewer Authority
VOC volatile organic compound
Spring 2019 Semiannual
Water Quality Monitoring Report iii June 2019

1 Introduction
The Jackson County Solid Waste Department maintains a closed Municipal Solid Waste Landfill
(MSWLF; the Site) approximately 0.75 miles 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 (DWM), 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 (formerly Altamont Environmental,
Inc. [Altamont]), began performing water quality monitoring events at the Site, groundwater quality
monitoring has indicated persistent low-level concentrations of constituents that exceed
groundwater 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 (DENR; now the DEQ) on September 7, 2010 (Altamont 2010). A Corrective
Action Plan (CAP; Altamont 2011) was implemented upon approval by the DENR, 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 is scheduled to be submitted in 2021.
This report serves as the first semiannual water quality monitoring report for 2019. 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 volatile organic
compound (VOC) analysis of the extracted leachate and one domestic water well.
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.
Spring 2019 Semiannual
Water Quality Monitoring Report 1 June 2019

The spring 2019 sampling event was performed on March 19, 20, and 21, 2019, 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 2019 Semiannual
Water Quality Monitoring Report 2 June 2019

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 and SW-02), leachate sample location (LT-01), and domestic well
(DW-01) were sampled on March 19, 20, and 21, 2019, by Anchor QEA. 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 well MW-02 serves as the Site's background monitoring well, due to its location outside
of the contaminant plume. Monitoring wells MW-01 and MW-06 are the Site's upgradient
monitoring wells. MW-03 and MW-05R are located in the midgradient portion of the Site
and 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 (bgs). 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
• Bedrock3: MW-01, MW-02, MW-06, and MW-07
The locations of the monitoring wells, surface water samples, leachate, and domestic well sample
locations are depicted 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]).
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.
Saprolite is the result of in -place weathering that produces soil -like material that retains relict features of the parent rock.
z PWR is generally found above the bedrock and is softer than bedrock, but not as soft as saprolite.
3 Bedrock is solid competent rock that underlies Saprolite and partially weathered rock.
Spring 2019 Semiannual
Water Quality Monitoring Report 3 June 2019

2.1.1.1 Monitoring Wells
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 a technician 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 polyethylene bailers. The wells were purged of three successive well
volumes or purged dry, whichever occurred first. Monitoring wells MW-01 and MW-5R were purged
and sampled on March 21 and 20, 2019. Monitoring well MW-02 was purged dry on March 19,
checked the following day, and sampled on March 21 after the well had had sufficient time to
recharge. A round of field parameters was measured and recorded at the start of purging and after
each consecutive well volume had been purged.
All 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 and SW-02 were collected on March 19 and 20, 2019, respectively, 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. One round of field parameters was measured and recorded at each surface water
sampling location immediately prior 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.
Spring 2019 Semiannual
Water Quality Monitoring Report 4 June 2019

2.1.3 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 19, 2019, 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. 7.4 Domestic Well Sampling Methods
The domestic well water sample (DW-01) was collected on March 21, 2019, from an outside spigot at
the residence located at 318 Joe Wilkey Road, bordering the northern boundary of the landfill
(Figure 2). The well was purged of three successive well volumes of 10 gallons each prior to sample
collection. One round of field parameters was measured and recorded after 30 gallons had been
purged. After the third consecutive volume had been purged, a groundwater sample was collected.
The domestic well water sample was collected in laboratory -provided sample containers by a
technician wearing a new pair of nitrile gloves.
2.2 Sample Handling, Documentation, and Analysis
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 Prism Laboratories, Inc., 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 VOCs, using EPA Method 8260B
• 1,4-Dioxane, using EPA Method 8260SIM
• MNA parameters:
— Alkalinity, using Standard Method (SM) 2320B
— Biochemical oxygen demand (5-day; BOD), using SM 5210B
— Carbon dioxide, ethane, ethene, and methane, using Analytical Method (AM) 20GAX
— Hydrogen (only in MW-03, MW-04, MW-06, and MW-07), using AM20GAX
— Chemical oxygen demand (COD), using SM 5220D
— Chloride, nitrate, and sulfate, using EPA Method 9056A
Spring 2019 Semiannual
Water Quality Monitoring Report 5 June 2019

- Cyanide, using EPA Method 9014
- Ferrous iron, using SM 3500-Fe D
- Sulfide, using SM 4500-5 F
- Total organic carbon (TOC), using SM 5310B
- Volatile fatty acids, using AM23G
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 8260B
• 1,4-Dioxane, using EPA Method 8260SIM
• Hardness, using SM2340C
The leachate sample was analyzed for the following parameters:
• Appendix I VOCs, using EPA Method 8260B
• 1,4-Dioxane, using EPA Method 8260SIM
The domestic well sample was analyzed for the following parameters:
• Appendix I VOCs, using EPA Method 524.2
The SWS issued the memorandum "1,4-Dioxane Analysis, Solid Waste Section Limits, and Laboratory
Analytical Methods" dated May 29, 2018, which requires the analysis of 1,4-dioxane at landfills after
July 1, 2018 (DEQ 2018a). Per this memorandum, 1,4-dioxane was included in the sampling suite for
Site monitoring wells and surface water samples beginning with the October 2018 sampling event.
Appendix I and II parameters are identified in Appendix I and II of the Code of Federal
Regulations (CFR), Title 40, Part 258.
Proper chain -of -custody documentation procedures were followed during collection and
transportation of each sample (Appendix B). Five trip blank samples for quality control/quality
assurance purposes were included in the sample coolers and analyzed for Appendix I VOCs and for
1,4-dioxane 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 2019 Semiannual
Water Quality Monitoring Report 6 June 2019

3 Findings
The laboratory analytical results and field parameter data for the groundwater samples (from
monitoring wells MW-01 through MW-07), surface water samples (SW-01 and SW-02), leachate
sample (LT-01), and domestic well sample (DW-01) collected at the landfill are included in
Appendices A and B. The results are also submitted separately to the DEQ DWM SWS in the
Electronic Data Deliverable format, per DEQ guidelines (most recently updated on May 5, 2010).
As stipulated in the May 2010 DWM documents referenced in the preceding paragraph, all
laboratory analytical results were reported and appropriately qualified as follows:
• Non -Detections: Non -detections (non -detects) are values reported by the laboratory as below
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 " Y' 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.
2L Standard: Detected concentrations of constituents in groundwater samples were
compared to applicable North Carolina groundwater quality standards. For most constituents,
this standard is the 2L standard, defined in 15A NCAC 2L .0202. 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 NC SWS (DEQ 2018b).
• 2B Standard: Detections of analytes in surface water samples were compared to the
surface -water quality standards 2B standards, defined in 15A NCAC 2B. 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 presents a summary of 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 are discussed in the following sections.
Spring 2019 Semiannual
Water Quality Monitoring Report 7 June 2019

3.1. 7 Field Parameters
During groundwater sampling on March 19, 20, and 21, 2019, pH readings were obtained from
samples collected from monitoring wells MW-01, MW-02, MW-03, MW-04, MW-05R, MW-06, and
MW-07. The readings ranged from 5.33 to 7.06 SU (Table 3). Of these monitoring wells, the pH
values for MW-01, MW-02, MW-04, MW-06, and MW-07 were outside the 2L Standard pH range of
6.5to8.5SU.
The measured turbidity was measured at 3.49 to 165 Nephelometric Turbidity Units (NTU).
Generally, the higher values were measured at the monitoring wells (MW-1, 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. The lowest turbidity
(3.49 NTU) was measured in the groundwater sample collected from monitoring well MW-04.
DO concentrations at the Site ranged from 1.53 milligrams per liter (mg/L) in monitoring well MW-01
to 9.44 mg/L in monitoring well MW-03. SC concentrations at the Site ranged from
60.4 microsiemens per centimeter (pS/cm) in monitoring well MW-06 to 774 pS/cm in monitoring
well MW-05R. ORP concentrations at the Site ranged from -85.8 mV in monitoring well MW-05R to
419.7 mV in monitoring well MW-04. Groundwater standards are not established for DO, SC, or ORP.
These measured field parameter values are consistent with historical data.
3. 7.2 Appendix I Metals
Three metals (cobalt, thallium, and vanadium) were detected at concentrations above their respective
2L or IMAC water quality standards in the groundwater samples collected from one or more of the
monitoring wells during the spring 2019 water quality monitoring event. Vanadium exceeded its
2L standard; cobalt and thallium exceeded their applicable IMACs.
Cobalt was detected above its IMAC (1 micrograms per liter [pg/L]) in groundwater samples collected
from each of the monitoring wells. Cobalt concentrations in these samples ranged from 1.3 pg/L
(MW-07) to 180 pg/L (MW-01). Historically, cobalt has been present at concentrations above its
applicable water quality standard in groundwater samples from each of the seven monitoring wells.
Thallium was detected in five groundwater samples collected from the landfill. Two of the
groundwater samples (collected from MW-01 and MW-06) contained thallium at concentrations
above the IMAC (0.2 pg/L), at concentrations of 0.52 J pg/L (MW-01) and 0.43 J pg/L (MW-06).
Historically, thallium has been detected at concentrations above its water quality standard in the
samples collected from groundwater monitoring wells MW-01, MW-05R, and MW-06.
Vanadium was detected in the groundwater samples collected from six monitoring wells, MW-01,
MW-02, MW-03, MW-05R, MW-06, and MW-07, at concentrations ranging from 0.91 J pg/L (MW-07)
Spring 2019 Semiannual
Water Quality Monitoring Report 8 June 2019

to 7.0 pg/L (MW-02). Each of these detected vanadium concentrations exceeded the metal's 2L
standard (0.03 pg/L). Historically, vanadium has been present at concentrations above its water
quality standard in samples collected from multiple groundwater monitoring wells at the Site.
3. 7.3 Appendix 1 VOCs and 1,4-Dioxane
Four VOCs (1,4-dichlorobenzene; benzene; vinyl chloride; and 1,4-dioxane) were detected at
concentrations above their respective 2L standards in the groundwater samples collected from one or
more monitoring wells during the spring 2019 water quality monitoring event. Except for 1,4-dioxane,
concentration -versus -time graphs (trend plots) were created for the monitoring wells that have
historically exhibited VOC concentrations above the associated 2L standards (Figures 4 through 8). As
noted in Section 2.2, 1,4 dioxane has only been analyzed for since October 2018. This compound will
be included in the trend plots in future semiannual reports, as warranted.
The detected concentration of 1,4-dichlorobenzene exceeded its 2L standard (6 pg/L) in monitoring
well MW-01 (13 pg/L), as shown in Table 3. The historical 1,4-dichlorobenzene concentration trend in
MW-01 remains relatively stable (Figure 4).
Benzene was detected at concentrations above its 2L standard of 1 pg/L in three monitoring
wells: MW-01 (2.3 pg/L), MW-05R (1.4 pg/L), and MW-07 (1.4 pg/L). Overall, historical benzene
concentration trends in monitoring wells MW-01, MW-05R, and MW-07 have been stable and
slightly above the 2L standard (Figures 5, 6, and 8).
The concentration of vinyl chloride in the sample collected from one monitoring well, MW-05R,
(2.7 pg/L) was above the compound's 2L standard (0.03 pg/L). A trend plot for vinyl chloride
concentrations in MW-05R is presented in Figure 7 and shows a fluctuating trend of concentrations
above the 2L standard. Vinyl chloride was not detected in the other monitoring wells during this
sampling event (Table 3). Historically, vinyl chloride has exceeded its 2L standard in monitoring wells
MW-04, MW-05R, and MW-07, located in the southwestern part of the landfill.
The detected concentrations of 1,4-dioxane exceeded its 2L standard (3 pg/L) in MW-04, MW-05R,
and MW-07, with concentrations ranging from 3.5 pg/L (MW-04) to 18 pg/L (MW-07). 1,4-Dioxane
was not detected in monitoring wells MW-01 or MW-06 and was detected at concentrations below
the 2L standard in the samples collected from monitoring wells MW-02 and MW-03. The spring 2019
sampling event represents the second sampling event that 1,4-dioxane was included in the analytical
suite, in accordance with the SWS May 29, 2018 memorandum (DEQ 2018a).
A review of historical groundwater data indicates that four VOCs (1,4-dichlorobenzene; benzene;
tetrachloroethene; and vinyl chloride) have been detected at relatively consistent concentrations for
the past several years. As described in Section 3.2.3, historical surface water samples from the
Spring 2019 Semiannual
Water Quality Monitoring Report 9 June 2019

Tuckasegee River, which likely receives discharge from the saprolite groundwater -bearing zone, have
consistently shown no detections of these compounds, or other VOCs.
3.7.4 Natural Attenuation Parameters
During this sampling event, the groundwater samples were analyzed for MNA parameters as
described in Section 2.2 (Table 1). The results of these analyses are summarized in Table 3. These
parameters were detected in one or more groundwater samples collected from the monitoring wells.
Many of these parameters do not have established groundwater standards. Of the parameters that
do have established groundwater standards, chloride and sulfate, there were no exceedances. An in-
depth analysis of the MNA parameters that apply to the Site's select contaminants was presented in
the first Five -Year CAER (Altamont 2016). The CAER concluded that the MNA data provide evidence
that both reductive degradation and aerobic degradation are occurring in different portions of the
Site. The current data on the MNA parameters will be used in the second Five -Year CAER (scheduled
for 2021) to evaluate the degradation processes at the Site.
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 2019 sampling event.
3.2.7 Field Parameters
The pH readings for the upstream (SW-1) and downstream (SW-2) surface water samples collected
during the spring 2019 sampling event were 7.45 and 7.68 SU, respectively. The pH readings for both
surface water samples were within the 2B standard range of 6.0 to 9.0 SU.
The turbidity values measured in SW-01 (7.10 NTUs) and SW-02 (12.1 NTUs) were below 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 was measured at a concentration of 13.25 mg/L in SW-01 and 13.66 mg/L in SW-02. The
2B standard is established as greater than or equal to 5.0 mg/L; thus, each sample is within the
acceptable DO range.
SC concentrations in surface water samples SW-01 and SW-02 were recorded at 25.5 and
24.5 pS/cm, respectively. ORP values for SW-01 and SW-02 were 146.2 and 149.3 mV. These
concentrations of SC and ORP are consistent with historical data for both surface water samples. 2B
standards do not exist for these parameters.
Spring 2019 Semiannual
Water Quality Monitoring Report 10 June 2019

3.2.2 Appendix I Metals
Copper, lead, nickel, and zinc were all detected at concentrations exceeding the applicable
2B standards during this sampling event. Copper concentrations in surface water samples SW-01 and
SW-02 were 15 pg/L and 0.66 J pg/L, respectively, exceeding the metal's 2B Standard of 0.60 pg/L.
Lead concentrations in SW-01 and SW-02 were 0.40 J pg/L and 0.20 J pg/L; the 2B standard for lead
is 0.07 pg/L. Nickel exceeded its 2B standard (3.59 pg/L) in one of the surface water samples, SW-01
at 15 pg/L. Zinc concentrations in SW-01 and SW-02 were 23 pg/L and 15 pg/L, which exceeded the
associated 2B standard of 8.07 pg/L. According to historical data, metals have consistently been
detected at various concentrations upstream and downstream of the landfill.
3.2.3 Appendix 1 VOCs and 7,4-Dioxane
Acetone was detected at a concentration below the 2B standard in SW-01. No other VOCs were
detected at concentrations above their respective MDLs in either the upstream or downstream
surface water samples (Table 3).
3.3 Leachate
Eleven VOCs (1,4-dichlorobenzene; acetone; benzene; chlorobenzene; ethylbenzene; m,p-xylenes;
o-xylene; tetrahydrofuran; toluene; total xylenes; and 1,4-dioxane) were detected in the leachate
sample (LT-01), as summarized in Table 3.
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). Due to a malfunction with the
leachate flow meter, an accurate calculation of cumulative leachate removed can no longer be
obtained. Therefore, the total volume of leachate removed since September 2012 is not known.
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 2019 sampling event.
3.4. 7 Field Parameters
The pH reading for the domestic well sample (DW-01) was 6.67 SU, which is within the 2L standard
range of 6.5 to 8.5 SU.
Turbidity measured in DW-01 was 5.32 NTUs. DO was measured at a concentration of 5.91 mg/L in
DW-01. SC and ORP values in DW-01 were recorded at 60.8 pS/cm and 308.8 mV, respectively. These
parameters do not have established water quality standards.
Spring 2019 Semiannual
Water Quality Monitoring Report 11 June 2019

3.5 Groundwater Flow Directions
Groundwater levels in the saprolite, PWR, and bedrock are monitored at the Site. Three 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). The fall 2018 water level data collected from these four bedrock
wells were used to determine the generalized bedrock groundwater flow direction, which is to the
southwest (Figure 3).
PWR monitoring well MW-03 and saprolite monitoring wells MW-04 and MW-05R (Figure 3) are
located in the central, southwest, and southern parts of the landfill, respectively. The spring 2019
water level data collected from monitoring wells MW-03, MW-04, and MW-05R (Table 2) indicate
that groundwater flow direction in the combined saprolite and PWR zones is generally to the south-
southwest, toward the Tuckasegee River (Figure 3).
Spring 2019 Semiannual
Water Quality Monitoring Report 12 June 2019

4 Summary
The first semiannual water quality monitoring event of 2019 for the Jackson County closed MSWLF
was performed on March 19, 20, and 21, 2019. Table 3 and the Reports of Laboratory Analysis
(Appendix B) provide detailed analytical results and field data summarizing the groundwater, surface
water, and leachate quality at the landfill.
4.1 Groundwater Quality
4.7.7 Metals
Three metals (cobalt, thallium, and vanadium) were detected at concentrations above their
associated groundwater quality standards in one or more of the monitoring wells (Table 3). Cobalt
concentrations exceeded its 2L standard in all of the collected groundwater samples. These results
are consistent with historical data.
4.1.2 Volatile Organic Compounds
Four VOCs (1,4-dichlorobenzene; benzene; vinyl chloride; and 1,4-dioxane) were detected at
concentrations above their respective 2L standards (Table 3) in one or more monitoring wells.
Concentration -versus -time graphs were created for samples from monitoring wells that had VOC
concentrations above their 2L standards, with the exception of 1,4-dioxane. The graphs are provided
as Figures 4 through 8.
4. 7.3 Field Parameters and Other Constituents
Five of the seven of the 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 3.49 NTUs (MW-04) to 165 NTUs (MW-02).
Natural attenuation parameters (alkalinity, BOD, COD, chloride, carbon dioxide, hydrogen, ferrous
iron, methane, nitrate, sulfate, and TOC) were detected at various concentrations in groundwater
samples collected from one or more of the monitoring wells. Natural attenuation parameters are
being monitored to fulfill CAP requirements; further evaluation of these parameters will be
performed in the second Five -Year CAER (scheduled for 2021).
4.2 Surface Water Quality
Copper, lead, nickel, and zinc were detected at or above the applicable 2B standards for surface
water during this monitoring event. Concentrations in the upstream sample exceeded concentrations
Spring 2019 Semiannual
Water Quality Monitoring Report 13 June 2019

in the downstream sample for all metals that were greater than applicable 2B standards. No VOCs
were detected at or above the applicable surface water 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.
Field parameters measured in both surface water samples, including pH, turbidity, and DO, were
within the 2B standards established for these parameters.
4.3 Leachate Quality
The leachate sample (LT-01) was collected from the flow equalization tank and analyzed for
Appendix I VOCs and metals. Eleven VOCs were detected in the leachate sample (Table 3). There are
no established water quality standards for leachate.
4.4 Domestic Well Water Quality
No VOCs were detected at concentrations above their respective MDLs in the domestic well water
samples.
Spring 2019 Semiannual
Water Quality Monitoring Report 14 June 2019

5 Future Activities
Anchor QEA will continue to monitor the water quality on a semiannual basis at the Jackson County
closed MSWLF. During the fall of 2019, 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 the fall of 2019 and spring of 2020. In addition to the natural attenuation parameters
that were added to the monitoring requirements as part of the CAP, the analytical suites associated
with the current and future sampling events are outlined in the 2011 CAP (Altamont 2011) and the
first Five -Year CAER (Altamont 2016). 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)
Fall 2019
Appendix II Metals
Appendix II SVOCs
Sulfide
Appendix I VOCs (including 1,4-dioxane)
Spring 2020
Appendix I Metals
Sulfide
Spring 2019 Semiannual
Water Quality Monitoring Report 15 June 2019

6 References
Altamont (Altamont Environmental, Inc.), 2010. Assessment of Corrective Measures. Prepared for the
North Carolina Department of Environment and Natural Resources. September 7, 2010.
Altamont, 2011. Corrective Action Plan. Prepared for the North Carolina Department of Environment
and Natural Resources. June 30, 2011.
Altamont, 2016. Five -Year Corrective Action Evaluation Report. Prepared for the North Carolina
Department of Environmental Quality. October 31, 2016.
DENR, 2011. Letter to: Altamont Environmental, Inc. Regarding: Approval of the County's Corrective
Action Plan. September 1, 2011.
DEQ (North Carolina Department of Environmental Quality), 2018a. Memorandum to: Solid Waste
Directors, Landfill Owners/Operators, and North Carolina Certified Laboratories. Regarding:
1,4-Dioxane Analysis, Solid Waste Section Limits, and Laboratory Analytical Methods.
May 29, 2018.
DEQ, 2018b. "Groundwater Protection Compliance Standards — Constituents List". Last modified
October 1 S, 2018. Available at:
https://edocs.deq.nc.gov/WasteManagement/0/edoc/l257181/SWS_EnviroMonitoring_Const
ituents_List.pdf?searchid=13f8efbl -eel l-485a-b03f-718f2287b271
EPA (U.S. Environmental Protection Agency), 1996. Low -Flow (Minimal Drawdown) Ground -Water
Sampling Procedures. OSWER, EPA/540/5-95/504.
EPA, 2017. Science and Ecosystem Support Division. Operating Procedure: Groundwater Sampling.
April 26, 2017.
Spring 2019 Semiannual
Water Quality Monitoring Report 16 June 2019

Tables

Table 1
Summary of Laboratory Analyses Performed on Samples
Groundwater Samples
Analysis
Metals
Mercury
VOCs
1,4-Dioxane
Sample Name
Date
Collected
EPA 6020B
EPA 7470A
EPA 8260B
EPA 8260SIM
MW-01
03/21/2019
X
X
X
X
MW-02
03/21/2019
X
X
X
X
MW-03
03/20/2019
X
X
X
X
MW-04
03/19/2019
X
X
X
X
MW-05R
03/20/2019
X
X
X
X
MW-06
03/21/2019
X
X
X
X
MW-07
03/19/2019
X
X
X
X
Surface Water, Leachate, Domestic Well, and Quality Control Samples
Analysis
Metals
Mercury
VOCs
VOCs
1,4-Dioxane
Hardness
Sample Name
Date
Collected
EPA 6020B
EPA 7470A
EPA 8260B
EPA 524.2
EPA 8260SIM
SM2340 C
DW-01
03/21/2019
X
SW-01
03/19/2019
X
X
X
X
X
SW-02
03/20/2019
X
X
X
X
X
LT-01
03/19/2019
X
X
Trip Blank (1)
03/19/2019
X
X
Trip Blank (2)
03/20/2019
X
X
Trip Blank (3)
03/21/2019
X
X
Trip Blank (4)
03/21/2019
X
X
Trip Blank (5 - DW)
03/21/2019
X
Groundwater Samples: Natural Attenuation Parameters
Analysis
Total
Alkalinity
to pH 4.5
BOD
COD
Cyanide
Volatile Fatty
Acids
Ferrous Iron
Nitrate
as N
Chloride
Sulfate
TOC
Sulfide
Ethane,
Ethene,
Methane
Hydrogen
Carbon
Dioxide
Sample Name
Date
Collected
SM 2320B
SM 5210B
SM 5220D
9014
AM23G
SM 3500-Fe D
EPA 9056A
SM 5310B
SM4500-S F
AM20GAX
MW-01
03/21/2019
X
X
X
X
X
X
X
X
X
X
X
X
X
MW-02
03/20/2019
X
X
X
X
X
X
X
X
X
X
X
X
X
MW-03
03/19/2019
X
X
X
X
X
X
X
X
X
X
X
X
X
X
MW-04
03/20/2019
X
X
X
X
X
X
X
X
X
X
X
X
X
X
MW-05R
03/21/2019
X
X
X
X
X
X
X
X
X
X
X
X
X
MW-06
03/19/2019
X
X
X
X
X
X
X
X
X
X
X
X
X
X
MW-07
01/00/1900
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Notes:
Appendix I constituents were analyzed per Title 40 Code of Federal Requlations, Part 258.
AM: Analytical Method
Blank cell: Analysis was not performed on that sample.
BOD: biochemical oxyqen demand
COD: chemical oxygen demand
EPA: U.S. Environmental Protection Agency (method)
SIM: Selective Ion Monitoring
SM: Standard Method
TOC: total organic carbon
VOC: volatile organic compound
Spring 2019 Semiannual Water Quality Monitoring Report Page 1 of 1
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02 June 2019

Table 2
Well Construction Details and Corresponding Elevations
Depth to
Depth to
Elevation of
Ground
Depth To
Approximate
Approximate
Top of
Bottom of
Top Elevation
Bottom of
Surface
TOC
Stick Up
Total Well
Water
Depth to
Top of Bedrock
Screened
Screened
of Screened
Screened
Geology of
Source of Well
Facility
Elevation
Elevation
(feet
Depth
(feet below
Groundwater
Bedrock
Elevation
Interval
Interval
Interval
Interval
Screened
Construction
Permit
Well ID
Date Drilled
(feet)
(feet)
above gs)
(feet bgs)
TOC)
Elevation (feet)
(feet bgs)
(feet)
(feet bgs)
(feet bgs)
(feet)
(feet)
Interval
Information
MW-01
04/23/1992
2,169.40
2,171.42
1 2.0
110.5
97.95
2,073.47
83.0
2,086.40
95.0
110.0
2,074.40
2,059.40
Bedrock
MW-02
04/22/1992
2,013.15
2,015.38
2.3
60.7
34.65
1,980.73
13.0
2,000.15
45.0
60.0
1,968.15
1,953.15
Bedrock
Partially
S&ME, Inc.
MW-03
04/21/1992
2,044.16
2,045.53
1.3
65.5
36.70
2,008.83
57.0
1,987.16
48.5
63.5
1,995.66
1,980.66
50-02
Weathered Rock
MW-04
04/21/1992
1,978.68
1,980.77
2.0
43.0
24.38
1,956.39
NA
NA
25.0
40.0
1,953.68
1,938.68
Saprolite
MW-05R
01/26/2012
2,027.98
2,030.95
2.8
54.0
47.21
1,983.74
NA
NA
44.0
54.0
1,983.98
1,973.98
Saprolite
Altamont
MW-06
03/23/2004
2,136.58
2,139.57
3.0
94.0
76.49
2,063.08
47.6
2,088.98
84.6
94.6
2,051.98
2,041.98
Bedrock
Environmental, Inc.
MW-07
07/30/2010
1,978.71
1,981.29
2.6
95.0
31.15
1,950.14
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 19, 20, and 21, 2019.
Depth to bedrock and screened interval for MW-01 through MW-04 was taken from S&ME, Inc., boring logs completed April 21 through 23, 1992.
Depth to bedrock and screened interval for MW-06 was taken from an Altamont Environmental, Inc., boring log completed March 23, 2004.
Depth to bedrock and screened interval for MW-07 was taken from an Altamont Environmental, Inc., boring log completed July 30, 2010.
Depth to bedrock and screened interval for MW-05R was taken from an Altamont Environmental, Inc., boring log completed January 26, 2012.
Monitoring well MW-05 was abandoned on January 26, 2012, by NYEG Drilling, LLC. Monitoring well MW-05R was installed by NYEG Drilling, LLC, on January 26, 2012, as a replacement to MW-05.
Monitoring well MW-05R was surveyed by Wes Cole Land Surveying, PA, on September 28, 2012.
bgs: below ground surface
gs: ground surface
NA: not applicable
TOC: top of casing
Spring 2019 Semiannual Water Quality Monitoring Report Page 1 of 1
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02 June 2019

Table 3
Summary of Analytical Results
Lab Certification
Lab Method
Metals
402, 415
EPA 6020A, 7470A
Parameter
>,
_
Q
_
Q
V
•i
Q
•to
m
.O
m
R
v
E
3
t
v
O
U
L
O
v
y
-j
�,
47
a
v
Z
E
.O
IA
L
V)
E
t
H
R
>
O
N
ra
2
CAS Number
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-92-1
7439-97-6
7440-02-0
7782-49-2
7440-22-4
7440-28-0
7440-62-2
7440-66-6
NE
SWSID
13
14
15
23
34
51
53
54
131
132
152
183
184
194
209
213
NE
Units
Ng/L
Ng/L
Ng/L
Ng/L
Ng/L
Ng/L
Ng/L
Ng/L
Ng/L
Ng/L
Ng/L
Ng/L
Ng/L
Ng/L
Ng/L
N /L
Ng/L
Sample Name
Collect Date
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Groundwater Samples
MW-01
03/21/2019
0.19 U
0.64 J
100
0.062 J
1.1
0.84 J
180
9.9
0.72 J
0.043 J
15
0.63 U
0.063 U
0.52 J
1.1
38
NA
MW-02
03/21/2019
0.19 U
0.87 J
50
0.15 J
0.078 U
5.9
13
5.2
1.5
0.058 J
3.9
0.63 U
0.063 U
0.12 J
7.0
29
NA
MW-03
03/20/2019
0.22 J
0.98 J
160
0.060 J
0.23 J
5.6
3.5
10
0.81 J
0.042 J
8.7
0.63 U
0.063 U
0.099 U
3.3
27
NA
MW-04
03/19/2019
0.21 J
0.30 J
98
0.065 J
0.18 J
0.35 J
1.4
0.38 J
0.093 U
0.036 J
2.5
0.64 J
0.073 J
0.15 J
0.10 U
16
NA
MW-05R
03/20/2019
0.19 U
0.59 J
150
0.057 U
0.28 J
0.97 J
9.4
2.5 J
0.37 J
0.036 U
3.0
0.63 U
0.063 U
0.099 U
0.98 J
20
NA
MW-06
03/21/2019
0.19 U
0.17 J
56
0.094 J
0.20 J
0.77 J
5.9
3.8 J
0.10 J
0.036 U
19
0.63 U
0.063 U
0.43 J
0.95 J
28
NA
MW-07
03/19/2019
0.19 U
0.23 J
470
0.057 U
0.096 J
1.2 J
1.3
0.69 J
0.28 J
0.036 U
8.3
0.63 U
0.063 U
0.12 J
0.91 J
15
NA
Leachate Sample
LT-01
03/19/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Surface Water Samples
SW-01
03/19/2019
0.19 U
0.26 J
14
0.057 U
0.078 U
1.0 J
0.24 J
15
0.40 J
0.036 U
15
0.63 U
0.063 U
0.099 U
0.50 J
23
2,000 J
SW-02
03/20/2019
0.19 U
0.15 J
13
0.057 U
0.078 U
0.76 J
0.16 J
0.66 J
0.20 J
0.036 U
0.85 U
0.63 U
0.063 U
0.099 U
0.54 J
15
6,500
Domestic Well Sample
DW-01
1 03/21/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Quality Control Samples
Trip Blank (1)
03/19/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank (2)
03/20/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank (3)
03/21/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank (4)
03/21/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank (5 - DW)
03/21/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
MDL
0.19
0.031
0.97
0.057
0.078
0.19
0.0071
0.22
0.093
0.036
0.85
0.63
0.063
0.099
0.10
2.8
35
Laboratory and
Regulatory
MRL
1.0
1.0
5.0
1.0
1.0
2.0
1.0
5.0
1.0
0.20
2.0
5.0
5.0
1.0
1.0
10
910
Thresholds
2L
NE
10
700
NE
2
10
NE
1,000
15
1
100
20
20
NE
0.03
1,000
NE
IMAC
1
NE
NE
4
NE
NE
1
NE
NE
NE
NE
NE
NE
0.2
NE
NE
NE
213
640
10
21,000
6.5
0.04*
5.58*
4
0.60*
0.07*
0.012
3.59*
5
0.01*
0.47
NE
8.07*
NE
Spring 2019 Semiannual Water Quality Monitoring Report Page 1 of 5
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02 June 2019

Table 3
Summary of Analytical Results
Lab Certification
Lab Method
Volatile Organic Compounds
402, 618
EPA 826013, 524.2
EPA 8260SIM
Parameter
M
O
a
N
c
O
O
-
a
N
C
O
O
-
O
v
Q
N
N
N
m
=
N
i
O
t
V
N
t
'v C
C
N
�+
w
d
C
d
X
E
i
O
V
GJ
O
o
=
a
C
*'
H
•�
`
`�
H
C
H
a,
O
O
H
V
�O
v
7+
>
+
+0
vi
u�
d
X
dcR
Nt
CAS Number
75-34-3
95-50-1
106-46-7
67-64-1
71-43-2
108-90-7
156-59-2
100-41-4
108-38-3/
106-42-3
75-09-2
95-47-6
127-18-4
109-99-9
108-88-3
79-01-6
75-01-4
1330-20-7
123-91-1
SWSID
75
69
71
3
16
39
78
110
359
140
408
192
458
196
201
211
346
10
Units
N /L
I N /L
I N /L
N /L
N /L
I N /L
N /L
N /L
N /L
N /L
N /L
N /L
N /L
N /L
N /L
N /L
N /L
N /L
Sample Name
Collect Date
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Groundwater Samples
MW-01
03/21/2019
4.3
0.26 J
13
32
2.3
3.2
6.9
0.061 U
1.9
0.083 U
1.4
0.66
0.16 U
0.044 U
0.81
0.097 U
3.3
0.14 U
MW-02
03/21/2019
0.35 J
0.076 U
0.050 U
6.3
0.048 U
0.062 U
0.55
0.061 U
0.12 U
0.083 U
0.044 U
0.098 U
0.16 U
0.044 U
0.078 U
0.097 U
0.15 U
2.8 J
MW-03
03/20/2019
0.083 U
0.076 U
0.050 U
8.3
0.048 U
0.062 U
0.056 U
0.061 U
0.42 J
0.083 U
0.044 U
0.098 U
0.16 U
0.044 U
0.078 U
0.097 U
0.42 J
1.8 J
MW-04
03/19/2019
0.083 U
0.076 U
1.0
6.3
0.048 U
0.70
0.44 J
0.061 U
0.35 J
0.083 U
0.044 U
0.098 U
0.16 U
0.044 U
0.078 U
0.097 U
0.35 J
3.5
MW-05R
03/20/2019
0.083 U
0.076 U
5.4
11
1.4
7.2
4.2
0.061 U
0.12 U
0.083 U
0.044 U
0.098 U
0.16 U
0.044 U
0.078 U
2.7
0.15 U
4.3
MW-06
03/21/2019
2.2
0.076 U
0.050 U
0.31 U
0.048 U
0.062 U
1.6
0.061 U
0.51 J
0.61 A, J
0.044 U
0.098 U
0.16 U
0.044 U
0.26 J
0.097 U
0.51 J
0.14 U
MW-07
03/19/2019
0.083 U
0.33 J
4.5
6.3
1.4
4.8
2.3
0.061 U
0.70 J
0.083 U
0.26 J
0.098 U
0.16 U
0.044 U
0.078 U
0.097 U
0.96 J
18
Leachate Sample
LT-01
03/19/2019
0.083 U
0.076 U
4.2
7.7
1.9
2.7
0.056 U
0.45 J
0.55 J
0.083 U
0.72
0.098 U
110
0.53
0.078 U
0.097 U
1.3 J
51
Surface Water Samples
SW-01
03/19/2019
0.083 U
0.076 U
0.050 U
6.3
0.048 U
0.062 U
0.056 U
0.061 U
0.12 U
0.083 U
0.044 U
0.098 U
0.16 U
0.044 U
0.078 U
0.097 U
0.15 U
0.14 U
SW-02
03/20/2019
0.083 U
0.076 U
0.050 U
0.31 U
0.048 U
0.062 U
0.056 U
0.061 U
0.12 U
0.083 U
0.044 U
0.098 U
0.16 U
0.044 U
0.078 U
0.097 U
0.15 U
0.14 U
Domestic Well Sample
DW-01
1 03/21/2019
0.0050 U
0.0050 U
0.0050 U
NA
0.0050 U
0.0050 U
0.0050 U
0.0050 U
NA
0.0050 U
0.0050 U
0.0050 U
NA
0.0050 U
0.0050 U
0.0050 U
0.0050 U
NA
Quality Control Samples
Trip Blank (1)
03/19/2019
0.083 U
0.076 U
0.050 U
0.31 U
0.048 U
0.062 U
0.056 U
0.061 U
0.12 U
0.64 A, J
0.044 U
0.098 U
0.16 U
0.044 U
0.078 U
0.097 U
0.15 U
0.14 U
Trip Blank (2)
03/20/2019
0.083 U
0.076 U
0.050 U
0.31 U
0.048 U
0.062 U
0.056 U
0.061 U
0.12 U
0.083 U
0.044 U
0.098 U
0.16 U
0.044 U
0.078 U
0.097 U
0.15 U
0.14 U
Trip Blank (3)
03/21/2019
0.083 U
0.076 U
0.050 U
0.31 U
0.048 U
0.062 U
0.056 U
0.061 U
0.12 U
0.083 U
0.044 U
0.098 U
0.16 U
0.044 U
0.078 U
0.097 U
0.15 U
0.14 U
Trip Blank (4)
03/21/2019
0.083 U
0.076 U
0.050 U
0.31 U
0.048 U
0.062 U
0.056 U
0.061 U
0.12 U
0.083 U
0.044 U
0.098 U
0.16 U
0.044 U
0.078 U
0.097 U
0.15 U
0.14 U
Trip Blank (5 - DW)
03/21/2019
0.083 U
0.076 U
0.050 U
0.31 U
0.048 U
0.062 U
0.056 U
0.061 U
0.12 U
0.083 U
0.044 U
0.098 U
0.16 U
0.044 U
0.078 U
0.097 U
0.15 U
0.14 U
MDL
0.083/0.0050
0.076/0.0050
0.050/0.0050
0.31
0.048/0.0050
0.062/0.0050
0.056/0.0050
0.061/0.0050
0.12
0.083/0.0050
0.044/0.0050
0.098/0.0050
0.16
0.044/0.0050
0.078/0.0050
0.097/0.0050
0.15/0.0050
0.14
Laboratory and
Regulatory
MRL
0.50
0.50
0.50
5.0
0.50
0.50
0.50
0.50
1.0
1.0
0.50
0.50
10
0.50
0.50
0.50
1.5
3.0
Thresholds
2L
6
20
6
6,000
1
50
70
600
NE
5
NE
0.7
NE
600
3
0.03
500
3
IMACI
NE
I NE
I NE
I NE
I NE
NE
NE
I NE
I NE
I NE
I NE
I NE
I NE
I NE
I NE
I NE
I NE
I NE
213
100
1 3,000
1 900
1 2,000
1 51
800
720
1 97
1 670
1 1,000
1 600
1 120
1 110,000
1 11
1 30
1 2.4
1 670
1 80
Spring 2019 Semiannual Water Quality Monitoring Report Page 2 of 5
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02 June 2019

Table 3
Summary of Analytical Results
Lab Certification
Lab Method
Natural Attenuation Parameters
402, 618
SM 2320B
SM 5210B
EPA 9056A
SM 5220D
SM 3500-Fe-D
EPA 9056A
EPA 9056A
SM4500-S F
EPA 9060A
AM23G
Sample Name
Parameter
+.
Y
Q
r Q
$
G
CO
G1
a
O
v
0
O
3
i
LL
_
°
Z
H
+d+
Z
+d+
in
y
Q
V
i+
a
V
Q
V
LL
CAS Number
SW337
SW316
16887-00-6
SW317
NA
SW303
14808-79-8
184-96-258
C-012
64-19-7
64-18-6
SWSID
337
316
301
317
334
303
315
187
357
NE
NE
Units
Ng/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
pg/L
mg/L
mg/L
mg/L
Collect Date
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Groundwater Samples
MW-01
03/21/2019
110,000
13,000
850 J
97,000
37,000
57 J
490 U
1,200 J
21.9
0.91
0.22
MW-02
03/21/2019
39,000
1,000 J
19,000
27,000 J
46 U
340
10,000
1,200 J
2.44
0.18
0.20 U
MW-03
03/20/2019
170,000
1,900 J
20,000
48,000 J
150 J
3,400
7,200
1,400 J
9.36
0.10 U
0.55
MW-04
03/19/2019
84,000
3,200
27,000
17,000 U
46 U
11,000
63,000
1,000 J
0.600 U
0.10 U
0.62
MW-05R
03/20/2019
330,000
4,400
44,000
44,000 J
46 U
100
490 U
830 U
10.5
0.17
0.20 U
MW-06
03/21/2019
22,000
200 U
1,100
17,000 U
46 U
590
1,100 J
2,700
4.97
1 2.0
0.20 U
MW-07
03/19/2019
250,000
240 J
78,000
17,000 U
46 U
65 J
22,000
1,800 J
0.600 U
0.10 U
0.20 U
Leachate Sample
LT-01
03/19/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Surface Water Samples
SW-01
03/19/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
SW-02
03/20/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Domestic Well Sample
DW-01
03/21/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Quality Control Samples
Trip Blank (1)
03/19/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank (2)
03/20/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank (3)
03/21/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank (4)
03/21/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank (5 - DW)
03/21/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Laboratory and
Regulatory
Thresholds
MDL
770
NE
120
17,000
46/230
41
490
830
0.3/0.6
0.024
0.048
MRL
5,000
2,000
1,000
50,000
200/5,000
100
2,000
2,000
2/4
0.1
0.2
2L
NE
NE
250,000
NE
NE
NE
250,000
NE
NE
NE
NE
IMAC
NE
NE
NE
NE
NE
NE
NE
NE
NE
5,000
NE
2B
20,000
NE
230,000
NE
1,000
NE
NE
NE
NE
NE
NE
Spring 2019 Semiannual Water Quality Monitoring Report Page 3 of 5
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02 June 2019

Table 3
Summary of Analytical Results
Lab Certification
Lab Method
Natural Attenuation Parameters
402, 618
Field Parameters
5445 (pH only)
AM20GAX
Sample Name
Parameter
N
s
c
„
c
W
y
0
G
c
G7
2
c
a
X
0
y
c
LA
0
L
3
i
E
r
•Z
++
V
O
0
V
V
a,
IA
�
0
..•
V
C
0 Iii
-O Gl
X +
O 0.
c.
r
L
�
CAS Number
74-82-8
74-84-0
74-85-1
124-38-9
1333-74-0
7782-44-7
SW325
SW323
SW336
SW320
SW330
SWSID
456
332
331
459
420
356
325
323
336
320
NE
Units
N /L
N /L
N /L
m /L
nM
m /L
°C
PS/cm
mV
SU
NTU
Collect Date
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Groundwater Samples
MW-01
03/21/2019
1,800
0.16
0.10 U
280
NA
1.53
14.9
266.9
45.3
5.96
75.0
MW-02
03/21/2019
0.50 U
0.10 U
0.10 U
54
NA
8.01
14.7
164.3
279.3
6.19
165
MW-03
03/20/2019
0.20 U
0.020 U
0.020 U
55
120
9.44
13.7
413.6
236.3
6.71
74.1
MW-04
03/19/2019
14
0.020 U
0.020 U
140
110
5.24
14.3
449.5
419.7
5.92
3.49
MW-05R
03/20/2019
2,500
0.28
0.10
61
NA
3.39
16.7
774
-85.8
7.06
47.7
MW-06
03/21/2019
0.45
0.020 U
0.020 U
160
4.8
5.32
13.2
60.4
322.1
5.33
4.17
MW-07
03/19/2019
190
0.081
0.10
210
46
2.02
14.3
733
155.8
6.09
11.1
Leachate Sample
LT-01
03/19/2019
NA
NA
NA
NA
NA
4.45
11.9
3,612
48.4
1 6.80
20.5
Surface Water Samples
SW-01
03/19/2019
NA
NA
NA
NA
NA
13.25
8.2
25.5
146.2
7.45
7.10
SW-02
1 03/20/2019
NA
I NA
NA
NA
NA
13.66
8.3
24.5
149.3
7.68
12.1
Domestic Well Sample
DW-01
103/21/2019
NA
NA
NA
NA
NA
5.91
13.6
60.8
308.8
1 6.67
5.32
Quality Control Samples
Trip Blank (1)
03/19/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank (2)
03/20/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank (3)
03/21/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank (4)
03/21/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank (5 - DW)
03/21/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Laboratory and
Regulatory
Thresholds
MDL
0.044/0.046
0.005/0.006
0.004/0.01
0.45/1.6
1.5/3
NA
NA
NA
NA
NA
NA
MRL
0.2/0.5
0.1/0.02
0.1/0.02
5/4
2/4
NA
NA
NA
NA
NA
NA
2L
NE
NE
NE
NE
NE
NE
NE
NE
NE
6.5-8.5
NE
IMAC
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
NE
213
NE
NE
NE
NE
NE
> 5.0
NE
NE
NE
6.0-9.0
<_ 50
Spring 2019 Semiannual Water Quality Monitoring Report Page 4 of 5
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02 June 2019

Table 3
Summary of Analytical Results
Notes:
Only results, MDLs, MRLs, certification numbers, and methods for detected constituents are listed in this table. Please refer to the Prism Report of Laboratory Analysis in Appendix B for further details.
°C: degrees Celsius
pg/L: micrograms per liter
pS/cm: microsiemens per centimeter
213: surface water standard per North Carolina Administrative Code (NCAC), Title 15A: Department of Environmental Quality, Subchapter 213: Surface Water and Wetland Standards (last amended June 2016). Where no 2B standard exists, the most stringent, applicable standards were
selected from the EPA Nationally Recommended Water Quality Criteria for Aquatic Life and Human Health or the North Carolina Protective Values for Surface Waters (current as of September 22, 2017).
2L: groundwater standard per NCAC, Title 15A: Department of Environmental Quality, Subchapter 2L: Groundwater Classifications and Standards (amended April 1, 2013)
A: a laboratory data qualifier used to indicate that the relative percent difference value between the primary and secondary column was outside the quality control limits for the parameter, and therefore the result is considered as an estimated concentration
BOD: biochemical oxygen demand
CAS Number: a unique number assigned by the Chemical Abstract Service (CAS) to all identified parameters
COD: chemical oxygen demand
Collect Date: the date on which the sample was collected in the field
EPA: U.S. Environmental Protection Agency (Method)
IMAC: Interim Maximum Allowable Concentration. Analytes that do not have an established 2L standard were compared to the IMAC in accordance with 15A NCAC 02L .0202 (c).
J: a laboratory data qualifier used for parameters detected at estimated concentrations above the MDL, but below the MRL
Lab Method: the analytical method used to analyze the constituents
MDL: method detection limit, which is the minimum concentration of a substance that can be measured and reported with 99% confidence that the analyte concentration is greater than zero
mg/L: milligrams per liter
MRL: method reporting limit, which is the minimum concentration of a target analyte that can be accurately determined by the referenced method
mV: millivolt
NA: not analyzed
NE: not established
nM: nanomoles
NTU: Nephelometric Turbidity Units
Result: analytical data reported by the laboratory, or field data collected by Anchor QEA
Shaded cell indicates a result in exceedance of the 2L standard or IMAC, or greater than or equal to the groundwater protection standards (if no 2L or IMAC exists) and 2B standard, if applicable
SU: Standard Unit
SVOC: semivolatile organic compound
SWS ID: Solid Waste Section Identification Number
TOC: total organic carbon
U: a laboratory data qualifier used for parameters not detected at concentrations above the MDL
*: 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 NCAC, Title 15A: Department of Environmental Quality,
Subchapter 2B - Surface Water and Wetland Standards (last amended September 2017).
Spring 2019 Semiannual Water Quality Monitoring Report Page 5 of 5
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02 June 2019

Figures

LEGEND:
E3 Site Parcel Boundary
SOURCES:
1. Basemap: USGS Topographic Maps - Greens
Creek and Whittier 7.5-minute Quadrangles
2. Parcels: Jackson County GIS 0
0 2,000
Feet
Publish Date: 2019/06/05, 9:41 AM I User: alesueur
Filepath: \\Ashevillel\Asheville\GIS-Projects\JacksonCounty\Maps\2019\SpringWaterQuality\AQ-FigOl-JacksonCounty-SpringWQ-SiteLocationMap.mxd
kZANCHOR Figure 1
Q E A Site Location Map
Spring 2019 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02

LEGEND: NOTE:
Sample locations are approximate.
Monitoring Well Road
Elevation Contour (20 Foot Interval) SOURCES:
* Landfill Gas Extraction Well Basemap: NC OneMap 2015
® Domestic Well Sample Location Property Boundary GIS Contours, Roads, and Parcels: Jackson County
Leachate Sample Location and
Flow Equalization Tank
Surface Water Sample Location
Publish Date: 2019/06/05, 9:40 AM I User: alesueur
Filepath: \\Ashevillel\Asheville\GIS-Projects\JacksonCounty\Maps\2019\spring WaterQuality\AQ-Fig02-JacksonCounty-SpringWCZSampleLocationMap.mxd
n
0 500
Feet
j� ANCHOR Figure 2
lam► QEA
Anchor QEA of North Carolina, PLLC Site Layout Map
Spring 2019 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02

\ MW-02
nmAi-nr
2o0o\2O2o
—MW--01
(2,073.47)/
274p
2120 eaGo
C�eo
MW-03
(2,008.83) N
\ MW-04
(1,956.39)
WII
�pP
E�
/ G
MW-05R
A',,983'14)
y9
00
FAG •o
LEGEND: NOTES:
1. Monitoring well locations are approximate.
® Saprolite Monitoring Well — Stream 2. Groundwater elevations and flow direction are updated on a semiannual basis following sample collection events
in March and October.
® PWR Monitoring Well — Road 3. Groundwater flow direction is based on groundwater elevations from all Site monitoring wells. Direction is
® Bedrock Monitoring Well Elevation Contour (20-Foot Interval) calculated based on depth to water measured on March 19, 20, and 21, 2019.
4. Last names of property owners are shown in parcels that border the landfill property.
Property Boundary (2,008.83) Groundwater Elevation 5. PWR: partially weathered rock
(March 19, 20, and 21, 2019) 6. Groundwater elevation in feet (North American Vertical Datum 1988)
Publish Date: 2019/06/26, 9:35 AM I User: alesueur
Filepath: \\Ashevillel\Asheville\GIS_ProjectsVacksonCounty\Maps\2019\Spring WaterQuality\AQ_Fig03-JacksonCounty-SpringWQ-GroundwaterElevationMap.mxd
SOURCES:
1. Elevation contours, roads, and parcels: Jackson County GIS
2. Groundwater elevations: calculated from surveys
performed by Davenport & Associates, Inc. (MW-01, MW-02,
MW-03, MW-04, and MW-06) and Wes Cole Land Surveying,
PA (MW-05R and MW-07)
RD
0
0 200
Feet
N
0
Zy� ANCHOR Figure 3
QEA—`-�" Generalized Groundwater Flow Direction
Anchor QEA of North Carolina, PLLC
Spring 2019 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02

Figure 4
Hydrograph and 1,4-Dichlorobenzene Concentration vs. Time
(Monitoring Well MW-01)
20
HE
16
J
a1
= 14
0
�a
c 12
a
0
v 10
a
d
N
_
a 8
0
0
v 6
G
4
2
I
r- r` W 00 M M O O N N M M Ln Ln to to r- r` W co m
CD CD CD CD CD CD
O O O O O O O O O O O O O O O O O O O O O O O O O
N N N N N N N N N N N N N N N N N N N N N N N N N
Q U Q U Q V Q U U Q U Q U U Q U U U
Q 0 Q 0 Q 0 Q 0 Q 0 Q 0 Q 0 Q 0 Q 0 Q 0 0 0
2076
2074
2072
G1
2070 °
R
a,
W
i
2068 +;
M
3
M
_
3
2066
2064
2062
2060
Notes: Sampling Date
1. 2L Standard = 6 micrograms per liter (µg/L )
2 "J" indicates result is estimated by laboratory.
3. "<" indicates result is less than method detection limit. O 1,4-Dichlorobenzene 4 Groundwater Elevation
4. Oct 2017 result reported in semivolatile organic compound list.
Spring 2019 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02 June 2019

Figure 5
Hydrograph and Benzene Concentration vs. Time
(Monitoring Well MW-01)
20
18
16
6
4
2
0
r-
r` 00 00 M Cr)
O
O
N
N M M
Ln
Ln
l0
LD
r-
r`
00
CO M
O
O O O O O
O
O
O O O
O O O O
O
O
O
O
O
O
O
O
O O
N
N N N N N
N
N
N N N
N N N N
N
N
N
N
N
N
N
N
N N
Q
Q
U �(Q U Q V
0 Q 0 Q 0
Q
Q
U
0
�(� U Q
Q 0 Q
U
U Q U �(�
0 Q 0 Q
U
0
�(Q
Q
U
0
Q
Q
U
0
M
U
U
0
L
M
U L
U
0
Notes:
1. 2L Standard
= 1 microgram per liter (µg/L)
Sampling Date
2. "J' indicates result is estimated by laboratory.
3. "U" indicates result is less than method detection limit.
2076
2074
2072
G1
a,
2070 0
R
a,
W
2068 a,
3
_
2066 0
W
2064
2062
2060
O Benzene * Groundwater Elevation
Spring 2019 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02
June 2019

Figure 6
Hydrograph and Benzene Concentration vs. Time
(Monitoring Well MW-OSR)
20
18
16
J
14
0
a 12
L
a
v
0 10
V
a
N 8
_
N
m
6
4
2
0
N
rV
rn
m
0
0
0
0
0 0
N
N
N
N
N N
Q
U
Q
V
Q V
Q
0
Q
O
Q 0
Notes:
1. 2L Standard = 1 microgram per liter (µg/L)
2. "J" indicates result is estimated by laboratory.
3. "<" indicates result is less than method detection limit.
Spring 2019 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02
L!1
L(
l0
0
0
0
N
N
N
Q
0
Q
Sampling Date
1990
1988
1986
1984 a°1,
0
%p
1982 m>
a,
W
L
a
1980 0
3
_
7
1978 0
iGII:�
1974
1972
�0 r`
r
00
00 rn
0 0
0
0
0 0
N N
rV
N
N N
V fp
U
(p
V (p
O �
0
2!
O 2�
O Benzene s Groundwater Elevation
June 2019

Figure 7
Hydrograph and Vinyl Chloride Concentration vs. Time
(Monitoring Well MW-0511)
20
18
16
J
14
o
+'
�a
12
a
v
c
10
V
a
0
8
s
u
c
6
4
'
2.5 2
2
F--i
F
0
O O O O O O O O O O O CDO O O
N N N N N N N N N N N N N N N
Q V Q V Q V Q V Q V (0 V (0 V (6
Q O Q O Q O Q O Q O O -2: O 2
Notes:
1. 2L Standard = 0.03 microgram per liter (µg/L)
2. "J' indicates result is estimated by laboratory.
3. "<" indicates result is less than method detection limit.
Spring 2019 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02
Sampling Date
1990
1988
1986
1984
_
0
1982 a
a
W
L
d
1980
3
3
1978 0
1976
1974
1972
OVinyl Chloride Groundwater Elevation
June 2019

Figure 8
Hydrograph and Benzene Concentration vs. Time
(Monitoring Well MW-07)
20
18
16
J
14
0
.a
c
12
a
v
_
0
v 10
a
a
N
W 8
m
6
4
1.7 1.7 1.6
2 1.4 1.4 1.4 1.3 1.1 1.2 0.87
0 1::1 F-I L] -�. [:11:1 El 1:1 � :] 1
N N M M
O O O O O O
N N N N N N
a-U Q U 0-U
Q 0 Q 0 Q O
Notes:
1. 2L Standard = 1 microgram per liter (µg/L)
2. "J" indicates result is estimated by laboratory.
3. "<" indicates result is less than method detection limit.
V
IliL(1
L2
l0 lO
O
O
O
O
O O
N
N
N
N
N N
Q
U
Q
U
Q U
Q
0
Q
0
Q 0
Sampling Date
1.6
KINIL'RV
1.7 1.5 1.4
1952
+ 1950
a
1948 LSO,
0
r
R
a,
LU
1946 a,
M
3
_
3
O
L
1944 0
1942
' I ' ' I ' ' ' 1940
r c2 2 dl
O O O O O
N N N N N
p U p U 6
O 0
OBenzene *GroundwaterElevation
Spring 2019 Semiannual Water Quality Monitoring Report
Jackson County Closed Municipal Solid Waste Landfill, Permit No. 50-02 June 2019

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

ANCHOR
.�I► QEA
Well Sampling Log
Date: �a'� �,� Well Name:
Project Name:
Jackson Dilisboro LF
Project Number.
C81480-01.01 task 03
Weather. 0A j, CACkL& S50
Sampling Personnel:
VV Sample Time:
Well Information:
Well Depth in Feet (WD):
Well Diameter
ti h
Water Level in Feet (WL): l q
Type of Casing:
Length of Water Column: feet
Screen Int al:
(WD) - (WL) = (LWC)
Flush Mount Stick -Up
One Casing volume: y 15 gallons
Comments:
(LWC) x (WCV)
Three Casing Volumes: �, gallons
Tagged
bottom
Actual Volume Purged: 5 gallons
at
Well Casing Volumes (WC\0
1" = 0.041 Gal/Ft 2- = 0.17 Gal/Ft)
3" _ 0.38 Gal/Ft 4" = 0.66 Gal/Ft 6" = 1.5 Gal/Ft 8" = 2.6 Gal/R 12" = 5.8 Gal/Ft
Purge Method:
ailer-Disp. Bailer -Teflon
Dedicated Pump Whale Pump Grundfos Other.
Sample Method:
ailer-Disp. Bailer -Teflon
Dedicated Pump . Whale Pump Grundfos Other.
Tempu
015s6h►ed $
Speciflt Gong'
.pH (S U)19>IrWdity,
Cixidat,on
;
Reading :
w#loos'
°, Time <
Purged ;
.fit
oxygen (iatg/L),
_ (!i5/tm
report to 0:1 &U.
Potential (mAq .
�`(NTUJ •
'-.. Coirtment#''
3
4
1
�" fJ
S• �%
a4'
5
6
7
8
9
10
Notes:
Samples are analyzed immediately upon collection.
°C: degrees Celsius
PS/cm: micro-Siemen per centimeter
mg/L milligrams per liter
W. millivolt
NTU: nephelometric turbidity units
S.U.: Standard Units
Protective Casing: -+� Pad: Lock:
Vegetation: Access:
Sampling Personnel Signature:
A
Date. * 19A / l I
initial if well information and sampling data has been verified 1
well was tagged after sampling was complete
F 'rm

41 7-
ANCHOR
.7 QEA 4-19-09-01
Well Sampling Log
Date: 1 t(�A ) is l Well Name: M.,NAr>/) ]
Project Name: Jackson Dillsboro LF
Project Number. C81480-01.01 task 03
Weather. 30 C. t "Y1 „
Sampling Personnel:
Sample Time: E.
Well Information:
Well Depth in Feet (WD): tOO : T © — G
Well Diameter: ^� 1�1
Water Level in Feet (WL): dx ( -#�-�D[-
Type of Casing: Pkf C.,
Length of Water Column: .2(,q-0,5 feet
Screen Interval: �, (/�,
(WD) - (WL) = (LWC)
Flush Mount Stick, Up
One Casing Volume: 3 gallons
Comments:
(LWC) x (WCV)
Three Casing Volumes: 13.3 gallons
Tagged
bottom
Actual Volume Purged: gallons
at
Well Casing Volumes (WCV)
1" = 0.041 Gal/Ft 2" = 0.17 Gal/ 3" = 0.38 Gal/Ft 4" = 0.66 Gal/Ft 6" = 1.5 Gal/Ft 8" = 2.6 Gal/Ft 12" = 5.8 Gal/Ft
Purge Method: ailer-Disp. Bailer -Teflon Dedicated Pump Whale Pump Grundfos Other.
Sample Method: Bailer-Dis Bailer -Teflon Dedicated
Pump Whale Pump Grundfos Other.
0Gallons
Tem p
Dissolved "$
pecfflcCoiad
pH (9 U ):
Roduc}ion
Pugged 4
�.(°G) `
01iYgen (Mg/�)
t =b {E+S/c+n) t`
reportxo 0.1$ U.
Potential {mlil
tdk
�U) .'"'
�: ' Comr�en#
2
3
m
,
_ (9
J-12.�
>>
4
.0 0 r-�
, (OD . C Y� t
5
r . zio
6
y
L-1
7
i
CzO
8
!
�.
`
0 Le
9
1
4 'a
D
,3
t�,,
044
10
Notes:
Samples are analyzed immediately upon collection.
°C: degrees Celsius
pS/cm: micro-Siemen per centimeter
mg/L: milligrams per liter
mV: millivolt
NTU: nephelometric turbidity units
S.U.: Standard Units
Protective Casing:. Pad: ,J%!!� Lock Vegetation:w Access:
Sampling Personnel Signature:
Date: —V'A' I CA
initial if well information and sampling data has been verified MW
well was tagged after sampling was complete
7261

,, ANCHOR
.�. QEA 4`�'`�
Low -Flow Sampling Log
Date: 747JAQ Well Name: LAW-1 Y_-2,
Project Name: Jackson Dills = LF
Project Number. C81480-01.01 task 03
Location:. Dillsboro, NC
Personnel: AW ,A{ -.
Weather. ;.J, S VV1',
Well Information:
Screen Interval: bgs Arrive at Well: t
Depth to Water. � �® toc Start Time:
Well Diameter. in Sample Time: [Ziiz
Pump Intake: •wiy.® ,f-�- toc Finish Sample Time: 1 Z,2_0
Drawdown Set: 9j19_e17 toc Leave Well: 13 Irp
Pump Used (circle): Peristaltic Bladder Other (description):
Comments: ��A�P%1'h,t` ar epu �i Z30 5'"11, vvi CAaVe - i2.50 Purge Rate:
Tagged bottom at T—otal. Purge Volume:
Pump Speed:
fly© r�.(— w, v+
4Z,�;, S '
'J�U
Time
DTIN
(feet)
? Temp
- (C)"y. �.
���)..
Sp e ficCon&
:i�)�< .-
pH(Su�
nepoit�0.7..
OJ(P _
(m� -5.
{���_� b
in�Tu�
�
t�rvtnmevns
I13s
. ® q
io,
Ist
ss
r-5- 3
1,3s
t35-
6t9
1' L4
Lq 1-3.3
,(, 7
re,b.
i
1144
3 b.'1
.70
1-;�S
L. Lo
2..1
r
t'
-q%
I N3.
g.90
4[3 3
,.7o
207.
IOb
u
3
13. is
, 06
413 • 3
(v 73
`-t 5 . o
1
13•'-J`
9.07
L41 -2-
(0.'7�3
22.1, 7
i©a
Il 193
3 -ct 7
13.
'-t H 3
413 .i
6.75
225 , 7
MG
ii
3b.
3,J
Ct Lt G,
L113, 1
t
23t�.
,
W
:SG, Iq 7
13r T
i 1r5
zi
G ( 4--
Q-6, ,
. , i
l'ao Z
IT, 7
it
4131 ca
z
Time between recharge during sample collection:
Sampling Personnel Signature:
Date.. f.
Notes:
f�
Stabilization
3 successive readings, 3 minutes apart
within +/- 10% DO and turbidity, +/- 3% Conductivity, +/-
0.7 pH unit +/- 10 mV for ORP 3 J �5 ( fit � ��v Q vvL-
from EPA - Low -Flow (Minima( Drowdown) Groundwater Sampling Procedures, April 1996 (Rev 2010) �J
Samples are analyzed immediately upon collection,
pS: micro-Siemen
mv: millivolt
'C: degrees Celsius
NTU: nephelometric turbidity units
bgs: below ground surface
ORP: oxidation reduction potential
DO: dissolved oxygen
S.U.: standard units
mg/L: milligrams per liter
toc: top of casing
initial if well information and sampling data has been verified r
L
I well was tagged after sampling was complete

ANCHOR
QEA
Low -Flow Sampling Log
Date: h f 4fil f I el Well Name: NW—;_ 4
Project Name: JaCkSon blllS = LF
Location: Dillsboro, NC
Personnel:
Project Number. C81480-01.01 task 03
Weather. 3 ':y
Well Information:
Screen Interval: d 5—.i-�O bgs _ Arrive at Well: i0is
Depth to Water. toc Start Time: 5
Well Diameter: in Sample Time: f a,r
Pump Intake: n- _ toc Finish Sample Time: 1/1 -7
Drawdown Set:, toc Leave Well:
Pump Used (circle): Peristaltic Bladder Other (description):
Comments: \Wbvo Purge Rate: A,(, y1n,
Tagged bottom. at ' ( Total Purge " K4 _ rge Volume: +-
Pump Speed: p
Time
. Diil)I
if et) _t
T el1-4
('�'
inp rJG
,, t g/L)
Specific Coed'
iF>S) ,6
Mpor tool
(tn i
Tui tli
1 _
Cmments=.
ij
lit-)
3
57 9 `Z
3&-3. 0
f3.L.
I'0 4
4. 7S
1
S. �
7, to
1 5.9
l'Llf
5 '
L- 0°"l
�Tq-5
5- tom
0 -
14.1
T.
y 14L, 66.r
z
412 A,
3-7 1
—to S7
24_7S
i. ,1
'5- 7-9
q4 1
5 9'2-
L111-7
3.
Time between recharge during sample collection:
Sampling Personnel Signature: ," ,—
Date: 3h�
Notes:
Stabilization
3 successive readings, 3 minutes apart:
within +/- 70% DO and turbidity, +/- 3% Conductivity, +/-
0.7 pH unit,- +/- 10 mV for ORP
from EPA - Low -Flow (Minimal Drowdown) Groundwater Sampling Procedures, April 1996 (Rev 2010)
Samples are analyzed immediately upon collection.
pS: micro-Siemen
mv: millivolt
°C: degrees Celsius
NTU: nephelometric turbidity units
bgs: below ground surface
ORP: oxidation reduction potential
DO: dissolved oxygen
S.U.: standard units
mg/L• milligrams per liter
toc: top of casing
initial if well information and sampling data has been verified
well was tagged after sampling was complete_

ANCHOR
QEA 4."
Well Sampling Log
Date: %j��r` '� Well Name: Illl[W Y0.5 F—
Project Name: Jackson Dillsboro LF
Project Number. C81480-01.01 task 03
Weather.
S S 00 yti.
Sampling Personnel: e I- a in , 1ti
Sample
Well Information:
Well Depth in Feet (WD):
5, Q
Well Diameter: �. y�
Water Level in Feet (WL):�
Cr
Type of Casing: 2 y-(
Length of Water Column:
7 01 feet
Screen Interval: i!AA-
(WD) - (WL) = (LWC)
Flush Mount / tick-U
One Casing Volume:
� 3 gallons
Comments: v;� 'Ilcw 1 150 1 D (LWC) x (WCV)
a-�.. I ow.
Three Casing Volumes:
, HID gallons
Tagged r
bottom at (.. 5
Actual Volume Purged:
!� (� gallons
Well Casing Volumes (WCV)
1" = 0.041 Gal/Ft =2'=017Gal/F 3" = 0.38
Gal/Ft 4" = 0.66 Gal/Ft 6" = 1.5 Gal/Ft 8" = 2.6 Gal/Ft 12" = 5.8 Gal/Ft
Purge Method: ailer-Disp.l Bailer -Teflon Dedicated Pump Whale Pump Grundfos Other.
Sample Method: Bailer -Di Bailer -Teflon Dedicated Pump Whale Pump Grundfos Other.
Oxidation
Gallons
Temp
Dissolved
Specific Cond.
pH (S.U.)
Reduction
Turbidity
Reading
Time
Purged
(°C)
Oxygen (mg/L)
(PS/cm)
report to 0.1 S.U.
Potential (m1)
(NTU)
Comments
1
ows
eko
L•S a
3
ogqfic
3
7-1
, Z.O
-
-3rq
ih
5
Cod
-"3_ S
7
7.0 1
-7b
, 2-
6
0410
3 > 1
, 00
, 7
byAwu
7
8
9
10
Notes:
Samples are analyzed immediately upon collection.
°C: degrees Celsius
pS/cm: micro-Siemen per centimeter
mg/L: milligrams per liter
mv: millivolt
NTU: nephelometric turbidity units
S.U.: Standard Units
Protective Casing: Pad: Lock Vegetation: Access:
Sampling Personnel Signa Date:
�.�`�-�/� ;��, ESL •�� � �-.-
"-tiet SCAw
initial if well information and sampling data has been verified11i
well was tagged after sampling was complete

ANCHOR
a QEA 4L.4-4_.4_�
Low -Flow Sampling Log
Date: � ('�, � Well Name: KV4'0(a
Project Name: JaCkson D'lIM= LF
Project Number.
C81480-01.01 task 03
Location: Dlllsboro, NC
Personnel: u\ UAA IAA N f [,tom Weather Cj� r SVVI rV
Well Information:
Screen Interval: } { A T_ bgs Arrive at Well: (�� S'
Depth to Water. =� r�vl toc Start Time: Oci ] 0
Well Diameter: 1;l'-M in Sample Time: Q
Pump Intake: rid�A toc Finish Sample Time: 7©30
Drawdown Set: -7 toc Leave Well: Nf—'
Pump Used (circle): Peristaltic Bladder Other (description):
Comments: SUA &I ' 10�0 SA-10 LN ,fp i 050 Purge Rate: A,
Tagged bottom at: C1 7 -0 2- ( _ Total Purge Volume: �'�4
Pump Speed: Z
_b .. Tmet'i5 ..
ttiiw ; r {
�,(feet�
s k
7 Db` ,
;.is� �h�
Spec [� lodTpH
`�
p UA T.
QRI' ,;
�
7uFrbid�r,
�9, if7rY11:lent5.�.
JA-Al
11 Y.i
3✓ 4
7
.16 4
/i V
31 t V
(Ak
lij,s
,,-
y�c-)W
S.
--4
—L
1
4.5N
L(-S
ZI
A I1c1:
Vr
13 47-
_J�
01.0
S•"
3i
'.�
-7
5-`3
7
S
3 2
`Z
�,
Time between recharge during sample collection:
[Sampling Personnel Signature:
/"�
Date:"
Notes: •
v
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 -Row (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2010)
Samples are analyzed immediately upon collection.
NS: micro-Siemen
mV: millivolt
°C: degrees Celsius
NTU: nephelometric turbidity units
bgs: below ground surface
ORP: oxidation reduction potential
DO: dissolved oxygen
S.U.: standard units
mg/L• milligrams per liter
toc: top of casing
initial if well information and sampling data has been verified
well was tagged after sampling was complete

ANCHOR.
Low -Flow Sampling Log
Date: �5 iq Well Name: "W_`6 �1
Project Name: Jackson Dillsboro LF
Project Number:
C81480-01.01 task 03
Location: Dillsboro, NC
Personnel: hivy (k- �' V/ Weather: 0
Well Information:
Screen Interval: 5 bgs Arrive at Well:
Depth to Water: All �r=) CA t C; toc StartTime:
`C
Well Diameter: -y-k in Sample Time:
Pump Intake: e— fir'' toc Finish Sample Time: 1300
Drawdown Set: �. �j toc Leave Well:
Pump Used (circle): Peristaltic Gddebother (description):
Comments: V — Purge Rate: ( � k%, � yyt i to
Tagged bottom at: CA , I . Total Purge Volume: /Q.31
Pump Speed: - "S•-
Time
DTWFTe!m
(feet)
DO
(mg/L)
Specific Cond.
(NS)
pH (S.U.)
report to 0.1.
ORP
(m1)
Turbidity
(NTU)
Comments
j. `
W90
20
4
2
12l 7
3 t • $
13
ifal 7
27 .
�2,2 0
1.4 0
G . b
. 1.
7 3-0
1 to ` l
3 I x
`2.Q
3 ' . U L,
IL4 . 2
a 8 3
732,
6.09
t6l .14
2-1
I2
i A4
2 011
_733
(-01
11VU-
• y
n
r
73-
�•��
l• .
1131
114 -
145
1. if 1
Time between recharge during sample collection:
Z44letSampling Personnel Signature:
Date:
Notes:
Stabilization
3 successive readings, 3 minutes apart:
w S "c, , i CCkc_
within +/- 10% DO and turbidity, +/- 3% Conductivity,' +/- 0.7 pH unit; +/- 70 mV for ORP
from EPA - Low -Flow (Minimal Drowdown) Groundwater Sampling Procedures, April 1996 (Rev 2010)
Samples are analyzed immediately upon collection.
pS: micro-Siemen
'C: degrees Celsius
bgs: below ground surface
DO: dissolved oxygen
mg/L: milligrams per liter
mv: millivolt
NTU: nephelometric turbidity units
ORP: oxidation reduction potential
S.U.: standard units
toc: top of casing
initial if well information and sampling data has been verified / \V
well was tagged after sampling was complete 1�

ANCHOR
ClEA400&009.00
46-6009.10,
Surface Water Sampling Log
Project Name: Jackson Dillsboro LF Date: qIL4
Project Number. C81480-01.01 task 03 Weather.
Sampling Personnel:
Sample Name:
Comments: ArAAin 4-111� n A 4-N-A71. /'IT
Sample MeOwd:
.e ��VW) I o-
DGrab Syringe Pump
'A
44
25.L
'4. G
M ml. Plastic
250 mL Plastic
125 ml. Plastic
40 mL Glass
1 L Glass
Other
Vegetation:
Sampling Personnel Signature:
Notes:
Samples are analyzed immediately upon collection.
*0 degrees Celsius
pS/cm: micro-Slemen per cubic centimeter
mg/L milligrams per liter
MV. mitlivolt
NTU nephelometric turbidity units
S.U.: standard units
Sailer-Disp. Other
likotell" faw)
qI0,
Access:
5
Date: le I A vtj
Method Reference: -
Temperature: SM 2550 B-2010
Specific conductivity r EPA Method 120.1, Rev. 1982
DO: SM 45W 0 G-2011
pH: SM 4500-H* 8-2011
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Page 1 of 1

ANCHOR
CIEA e..c.09.oe
Surface Water Sampling Log
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Project Name: Jackson DIIM= LF
Project Number. C81480-01.01 task 03
Sampling Personnel: G,A(Avow � f)r 1) A
Sample Name: s , o
Comments:- CI L (-
Date:
weather.
Sample Method: Grab
Syringe
Pump
Bailer-Disp.
Other:
Time
Temp (•C)
Dissolved
Oxygen (mg/L)
Specific Cond.
(pS/cm)
pH (S.U.)
report to 0.1 S.U.
Oiddlation
Reduction
Potential (m1)
Turbidity
(NTU) Comments
�
0,i!
9A
12- �
Sampling Container
Number of Containers
Requested Analysis
300 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
tL t
1 L Glass
Other
Vegetation:
Sampling Personnel Signature:
Notes: — `—
Samples are analyzed immediately upon collection,
"C: degrees Celsius
pS/cm: micro-Siemen per cubic centimeter
mg/L: milligrams per liter
mV: millivolt
NTU: nephelometric turbidity units
S.U.: standard units
Access:
Md—
Date:
Method Reference:
Temperature: SM 2550 B-2010
Speck conductivity: EPA Method 120.1, Rev. 1982
DO: SM 4500 O G-2011
PH: SM 4500-H' B-2011
Page 1 of 1

ANCHOR
96..v
Sampling Log
Anchor QFA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Project Name:'SQ
fs%m
Dslwo JI/o
;LF-
Dater)
i
Project Number.
C��oV-��,��
7y
Weather.
Sampling Personnel:
Sample Name:
Comments:
Sample Method:
Grab
Syringe
Pump
Bailer-Disp.
Other:
Dissolved
Oxidation
Temp
Specific Cond.
Oxygen
pH (S.U.)
Reduction
Turbidity
Time VC)
(PS)
(mg/L)
reportto 0.1 S.U.
Potential (mV)
(NTU)
Comments
1435 01
3(o12
L ,q,5
YO
5
Sampling Container
Number of Containers
Requested Analysis
500 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Other
Vegetation: Access: f a
Sampling Personnel Signature: 1 Date:
Notes: Method Reference:
pS: micro-Siemen per cubic centimeter Temperature: SM 2550 B-2010
°C: degrees Celsius 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
S.U.: standard units
Page 1 of 1

ANCHOR
QEA 404-46.0
Samplinq Loq
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Project Name: 5Q(J�i� �"�`S
Project Number i.,
e�LS���,�� {
Sampling Personnel: M �
Sample Name: — 4 l
Comments:y"F&,�Q��
Date:
Weather.
1Iq
u o
Sample Method: Grab Syringe
[
Pump
Bailer-DiSp.
Other.
�.
Time
Temp
CC)
_
Specific Card.
(IS)
err
Oxygen
(mg/L)
y <
pH (S.O.)
report to 0. t S. U.
..
Roduco"
Potential (mv)
Turbidity
(NTU)
Comments
Sampling Contain_
Number aittarnes ems, 't.
_.
Requested Analysis
500 mL Plastic
250 mi. Plastic
125 mi. Plastic
40 mL Glass
'
1 L Glass
Other
Vegetation: Access: 141�k- CA
Sampling Personnel Signature:.
Notes:
NS: micro-Siemen per cubic centimeter
°C: degrees Celsius
mg/L: milligrams per liter
mV: millivolt
NTU: nephelometric turbidity units
S.U.: standard units
Date: 3 Vt) � 9
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
Page 1 of 1

ANCHOR Anchor QEA of North Carolina, PLLC
QEA e.c_v 231 Haywood Street
Asheville, North Carolina 28801
Equipment Documentation and Instrument Calibration Data Sheet
CALIBRATION DOCUMENTATION
Project Name:as� Person Conducting Calibration:
Project Number. _ Date of Calibration: "C
Project Location: D i JJS6DV6NCi Date of Field Measurements:
EQUiPMeNT DOCUMENTATION
Equipment or meters used to take measurements (e.g.; water level meters, survey equipment):
Equipment °fie,"-"-',
::Spr;v'1.. iieriber:.
" . : Br'aii d.
bateesf Use
150-ft Water Level
26154
Solinist
150-ft Water Level
22754
Solinist
1504 Water Level
150
Testwell
150-ft Drawdown
MP30-1527
QED
Other
Select Turbidimeter. Hach 21000 (s/n 151006045207)
HF Scientific MicroTPW (s/n 200601045)
Instrument Reading Instrum-rtt Reading
(Hach 2100Q) (HF SrIerrtifir Micro.v Pw)
Calibration 20 7i r ]f3UFNT13 800 N7U 7;000.rt i t9 117:4 iiTU
Expiration Date; � � z+. Cali a (17 Cal: r I Cal: 4,.A 2 Cal: Cal: Cal:
�!.
Ilme: 00� Time, Time: Time: Time:
Verification (10 NTU): oy /^ Vercation: Verification: Verb
4.' A Time: ., 10 NTU Cal. Expiration Date: Time: Time: Time:
6' sIl �t
YS1 ta10e6406.1 Plus MoltiparaMeter. Meter (s/n 1861018;
instrument Readlnc s
-
Dissolved Oxygen
Initial:
�/a i
L
Cal:
I ©�, t (�
mmHg:
v J
temperature (°C):
Time:
PH 7 S.U.
Initial:
pHmV:
Cal:
pHmV:
Time:
report to 0.1 S.U.
PH 4 S.U.
report to 0.1 S.U.
Initial:/�
q i Vk
pHmV:
�"
Cal.'
. �D
pHmV:
. --
Time
pH 10 S.U.
Initial:
pHmV:
Cal:
pHmV:
Time:
report to0.IS. U.
�_
� ���
53
QC* pH.7 S.U.
report to 0.1 S.U.
AM ime:
M!eas: Q
Mid Day Time:
Check:
PM Time:
Spe//cc.,. Cond.
Initial::
Cal:
Time:
i
V) pS/cm**
( dd L—
/
1 CIO 6
nq
QC*: AM Time: Meas: 7�/�V Mid Day Time:
1200 pS/cm .ORN— 1 a U
^`' Initia�l:�j Cal:/ _ Temperature (°C):
ORP�`0 mV 96 t,r a(oq, x v rI0
PM Time: I Check:
Calibration Expiration Date
NA
V�
-at (01
Dl �a'p
v51 A0i
Signature: Date: o 3 h ot
Notes: -�
1. Electronic equipment calibrated according to the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range,
3. Order of Calibration is as follows: Specific Conductivity, pH 7, pH 4, pH 16, DO, ORR QC checks.
4. 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.
S. * Indicates that a QC check must be performed in the morning, afternoon, and the end of the day, or every four hours:
6. ** Indicates to choose a Specific Conductivity buffer of 1413, 447, 84, or 23 mS which is closest to historical readings from the project location.
Method Reference:' Temperature: SM 2550 B-2070 I Specific conductivity: EPA Method 120.7, Rev. 1982 1 DO: SM 4500 O G-2077 I pH: SM 4500-H+ B-2077
Page 1 of 1

Anchor QEA of North Carolina, PLLC
.say ANCHOR
QEA
Equipment Documentation and Instrument Calibration Data Sheet
231 Haywood Street
Asheville, North Carolina 28801
CALIBRATION DOCUMENTATION
Project Name:
Person Conducting Calibration: —JO-1- ON
Project Number:
Date of Calibration: 3VZ0/1 y
Project Location:
fV----Bb`
: u ?csoo (f�Vq-
-
Date of Field Measurements: 3/zo// y
Calibration
Standards
Instrument Reading
'Z(16 (HF Scienpq MicroTPW) {�
/ (�
V d c=,
Expiration Date
4.0Z. NTU
NTU
114WNTU
l ��
Cal:
Cal- Cal: 0
Cal: 1
Time:: pJ�
Time..
;1A���
me� I
Time: �S ©
Time: c�
sae—
T:—r-
YSI ProPlus
Instrument Readings
Calibration Expiration Date
Dissolved Oxygen
Initial: i O �r�
l
Cal:
pHmV:
mmH :
Cal: r /1
`g
Time:
pHmV: Time:
I V
pHmV: Time: �L
pHmV: Tim
NA
02-1-
(/ /
C) ( 7
pH 7 S.U.
report to 0.1 S.U.
Initial:
—7
T� 7`-
pH 4 S.U.
report to0.1 S.U.
Initial:
c�
pHmV:
Cal%•� �1
�,drJ73
pH 10 S.U.
report to 0.7 S. U.
Initial:
pHmV:
Mess, !
(P
Cal:
l pH 7 S.U. Tirne_Q�
report to 0.1 S.U. 0
Spec. Cond. Initial:
PS/Cm
Cal:
/� rrf��
l V V 0
Time:
QC:
NS/cml�
Time: y
`7
Mixed date:
I
L( L4o 1
Meas: p /1
q ! U
Cal: C Time��
J
[®RP my
Initial:,
I l
Signature- .
Date:
Notes: r
1. Electronic equipment calibrated actor g to the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3.Order of Calibration is as follows: Specific Conductivity, pH 7, pH 4, pH 10, DO, ORP, QC checks.
4. 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.
Page 1 of 1

150-ft Water Level
26154
Solinist
150-ft Water Level
22754
Solinist
150-ft�WaterLevel
150
Testweil
15D ft Drawdown
MP30 1527
QED .
Other
Select Turbidimeter.
Hach 2100Q (s%n 151606045267)
HF Scientific MicroTPW (s/n 2D0601 a
ANCHOR
Equipment Documentation and Instrument Calibration Data Sheet
CALIBRATION DOCUMENTATION
Project Name: ��� LF Person Conducting Calibration:
Project Number. Date of Calibration:
Project Location: NI, Date of Field Measurements:
EQUIPMENT DOCUMENTATION'
Equipment or meters used to take measurements (e.g.; water level meters, survey equipment):
I5)
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
�.
e,. -
..a
C.ar
Cal:
Cal- I�r
Tim
Timg: !
lsl
Tim : C v
Time:
Time:.
Time:.
me:
VarFHcetivn (10
NTU):
Verification:
verification:
Verbcation:
Time:
10 NTU Cal.
tion Date:
Tr.'
Time:
Time
Dissolved Oxygen
Initial:
Cal:
J11
mmHg:
Temperature (°C):
� ,�
Time:
� s
NA
pH 7 S.U.
Inial:
�,
pHmV:
Cal:
pHmV:
Time
report toais.U.
pH 4 S.U.
report to a i S.U.
Initi l: -7
� Q �
pHmV:
✓
Cal
�
pHmV:
�
Time:
�
UJVL
nn jt
pH 105.U.
report to 0.1 S U.
Initial:
-
rr11
i
pHmV:
Time -
'. ;. .
QC* pH,7 S.U.
report to0.7.S.U.
AM Time:
�0
Meas-
O
Mid Day Time:
-
Check:
`--
PM Time:
Check
r'�
tt'J "Wb
Spec.Cond. '
Initial:
OMB
Cal:
Time:
_ ?i;
"..Fie±:
7VIt--;
VV
Qe*..
AM Time.
Meeas:
Mid Day Time:
Check:
.��'.:
`s `-•7:a' �:ac:_a+i...c'
PMTime:
1-Y';.y,...;
Check
Oq twtl_
ORP mV
Initial
�l G
Cal:
Temperature (C):
Time
x�
a R" ; ;:_;
c
Signature:
Date:
3tbn
Notes:
1. Electronic equipment calibrated according to the manufacturer's operation manual.
2. Specific Conductivity should be calibrated according to values representative of historic range.
3. Order of Calibration isas follows: Specific Conductivity, pH 7, pH 4, pH 16, DO, ORP,.QC checks.
4. 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 recalibreted.
5. *Indicates that a QC check must be performed in the morning, afternoon, and the end of the day, or every four hours: .
6.'* Indicates to choose a Specific Conductivity buffer of 1413, 447, 84, or 23 mS which Is closest to historical readings from the project location.
Method Reference: Temperature: SM 2550 B-2070 I Specific conductivity: EPA Method 720.7, Rev. 19a2 I DO: SM 4500 O G-2077 I pH: SM 4500-H+ B-2017
Page 1 of 1

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

LP R I S M Full -Service Analytical &
Environmental Solutions
LABORATORIES, INC.
Anchor QEA of North Carolina, PLLC
Brian Gant
231 Haywood Street
Asheville, NC 28801
NC Certification No. 402
NC Drinking Water Cert No. 37735
SC Certification No. 99012
Project: Jackson Cty Landfill (Permit 50-02)
Project No.: 50-02
Lab Submittal Date: 03/20/2019
Prism Work Order: 9030325
Case Narrative
4/8/19 15:36
This data package contains the analytical results for the project identified above and includes a Case Narrative, Sample
Results and Chain of Custody. Unless otherwise noted, all samples were received in acceptable condition and processed
according to the referenced methods.
Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case
narrative.
Narrative Notes:
TOC analysis was subcontracted to GCAL. Laboratory report is attached.
Prism Summary of Detections does not include subcontracted data.
Please call if you have any questions relating to this analytical report.
Respectfully,
PRISM LABORATORIES, INC.
)� �_ a_-1��_ 6(_-
&I
Robbi A. Jones Reviewed By Robbi A. Jones
President/Project Manager President/Project Manager
Data Qualifiers Key Reference:
A Probable laboratory contamination.
D RPD value outside of the control limits.
J Detected but below the Reporting Limit; therefore, result is an estimated concentration (CLP J-Flag).
L1 LCS recovery outside of the QC limits. LCSD recovery within the limits. No further action taken.
BRL Below Reporting Limit
MDL Method Detection Limit
RPD Relative Percent Difference
* Results reported to the reporting limit. All other results are reported to the MDL with values between MDL and
reporting limit indicated with a J.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 1 of 42

Sample Receipt Summary
R I IS M
Full -Service Analytical R
Environmental Solutions
04/08/2019
&GIE
LABORATORIES, INC.
Prism Work Order: 9030325
Client Sample ID
Lab Sample ID
Matrix
Date/Time Sampled Date/Time Received
MW-04
9030325-01
Water
03/19/19 10:57 03/20/19 8:40
MW-07
9030325-02
Water
03/19/19 12:35 03/20/19 8:40
SW-01
9030325-03
Water
03/19/19 14:15 03/20/19 8:40
LT-01
9030325-04
Water
03/19/19 14:35 03/20/19 8:40
TB-20190319
9030325-05
Water
03/19/19 0:00 03/20/19 8:40
Samples were received in good condition at 3.3 degrees C unless otherwise noted.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 2 of 42

/r P R I S M Full -Service Analytical s
Environmental Solutions
LABORATOR
Summary of Detections
04/08/201S
Prism Work Order: 9030325
Prism ID
Client ID
Parameter
Method
Result
Units
9030325-01
MW-04
Chloride
9056A
27000
ug/L
9030325-01
MW-04
Nitrate as N
9056A
11000
ug/L
9030325-01
MW-04
Sulfate
9056A
63000
ug/L
9030325-01
MW-04
Biochemical Oxygen Demand
SM5210 B
3200
ug/L
9030325-01
MW-04
Sulfide
SM4500-S F
1000
J
ug/L
9030325-01
MW-04
Total Alkalinity to pH 4.5
SM2320 B
84000
ug/L
9030325-01
MW-04
Mercury
7470A
0.036
J
ug/L
9030325-01
MW-04
Antimony
6020B
0.21
J
ug/L
9030325-01
MW-04
Arsenic
6020B
0.30
J
ug/L
9030325-01
MW-04
Barium
6020B
98
ug/L
9030325-01
MW-04
Beryllium
6020B
0.065
J
ug/L
9030325-01
MW-04
Cadmium
6020B
0.18
J
ug/L
9030325-01
MW-04
Chromium
6020B
0.35
J
ug/L
9030325-01
MW-04
Cobalt
6020B
1.4
ug/L
9030325-01
MW-04
Copper
6020B
0.38
J
ug/L
9030325-01
MW-04
Nickel
6020B
2.5
ug/L
9030325-01
MW-04
Selenium
6020B
0.64
J
ug/L
9030325-01
MW-04
Silver
6020E
0.073
.1
ug/L
9030325-01
MW-04
Thallium
6020B
0.15
J
ug/L
9030325-01
MW-04
Zinc
6020B
16
ug/L
9030325-01
MW-04
1,4-Dichlorobenzene
8260B
1.0
ug/L
9030325-01
MW-04
Acetone
8260B
6.3
ug/L
9030325-01
MW-04
Chlorobenzene
8260B
0.70
ug/L
9030325-01
MW-04
cis-1,2-Dichloroethylene
8260B
0.44
J
ug/L
9030325-01
MW-04
m,p-Xylenes
8260E
0.35
.1
ug/L
9030325-01
MW-04
Xylenes, total
8260B
0.35
J
ug/L
9030325-01
MW-04
1,4-Dioxane
8260E SIM
3.5
ug/L
9030325-02
MW-07
Chloride
9056A
78000
ug/L
9030325-02
MW-07
Nitrate as N
9056A
65
J
ug/L
9030325-02
MW-07
Sulfate
9056A
22000
ug/L
9030325-02
MW-07
Biochemical Oxygen Demand
SM5210 B
240
J
ug/L
9030325-02
MW-07
Sulfide
SM4500-S F
1800
J
ug/L
9030325-02
MW-07
Total Alkalinity to pH 4.5
SM2320 B
250000
ug/L
9030325-02
MW-07
Arsenic
6020B
0.23
J
ug/L
9030325-02
MW-07
Barium
6020B
470
ug/L
9030325-02
MW-07
Cadmium
6020B
0.096
J
ug/L
9030325-02
MW-07
Chromium
6020B
1.2
J
ug/L
9030325-02
MW-07
Cobalt
6020B
1.3
ug/L
9030325-02
MW-07
Copper
6020B
0.69
J
ug/L
9030325-02
MW-07
Lead
6020B
0.28
J
ug/L
9030325-02
MW-07
Nickel
6020B
8.3
ug/L
9030325-02
MW-07
Thallium
6020E
0.12
.1
ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 3 of 42

/P R I S Full -Service Analytical s
Environmental Solutions
� LABORATORIES, INC.
Summary of Detections
04/08/201S
Prism Work Order: 9030325
Prism ID
Client ID
Parameter
Method
Result
Units
9030325-02
MW-07
Vanadium
6020B
0.91
J
ug/L
9030325-02
MW-07
Zinc
6020B
15
ug/L
9030325-02
MW-07
1,2-Dichlorobenzene
8260B
0.33
J
ug/L
9030325-02
MW-07
1,4-Dichlorobenzene
8260B
4.5
ug/L
9030325-02
MW-07
Acetone
8260B
6.3
ug/L
9030325-02
MW-07
Benzene
8260B
1.4
ug/L
9030325-02
MW-07
Chlorobenzene
8260B
4.8
ug/L
9030325-02
MW-07
cis-1,2-Dichloroethylene
8260B
2.3
ug/L
9030325-02
MW-07
m,p-Xylenes
8260B
0.70
J
ug/L
9030325-02
MW-07
o-Xylene
8260B
0.26
J
ug/L
9030325-02
MW-07
Xylenes, total
8260B
0.96
J
ug/L
9030325-02
MW-07
1,4-Dioxane
8260B SIM
18
ug/L
9030325-03
SW-01
Hardness
SM2340 C
2000
J
ug/L
9030325-03
SW-01
Arsenic
6020B
0.26
J
ug/L
9030325-03
SW-01
Barium
6020B
14
ug/L
9030325-03
SW-01
Chromium
6020B
1.0
J
ug/L
9030325-03
SW-01
Cobalt
6020B
0.24
J
ug/L
9030325-03
SW-01
Copper
6020B
15
ug/L
9030325-03
SW-01
Lead
6020E
0.40
J
ug/L
9030325-03
SW-01
Nickel
6020B
15
ug/L
9030325-03
SW-01
Vanadium
6020B
0.50
J
ug/L
9030325-03
SW-01
Zinc
6020B
23
ug/L
9030325-03
sW-01
Acetone
8260B
6.3
ug/L
9030325-04
LT-01
1,4-Dichlorobenzene
8260B
4.2
ug/L
9030325-04
LT-01
Acetone
8260B
7.7
ug/L
9030325-04
LT-01
Benzene
8260B
1.9
ug/L
9030325-04
LT-01
Chlorobenzene
8260B
2.7
ug/L
9030325-04
LT-01
Ethylbenzene
8260B
0.45
J
ug/L
9030325-04
LT-01
m,p-Xylenes
8260B
0.55
J
ug/L
9030325-04
LT-01
o-Xylene
8260B
0.72
ug/L
9030325-04
LT-01
Tetrahydrofuran
8260B
110
ug/L
9030325-04
LT-01
Toluene
8260B
0.53
ug/L
9030325-04
LT-01
Xylenes, total
8260B
1.3
J
ug/L
9030325-04
LT-01
1,4-Dioxane
8260E SIM
51
ug/L
9030325-05
TB-20190319
Methylene Chloride
8260B
0.64
A, J
ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 4 of 42

PRISM Laboratory Report
Full -Service Analytical &
Environmental Solutions 04/08/2019
LABORATORIES, INC.
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Client Sample ID: MW-04
Attn: Brian Gant 50-02) Prism Sample ID: 9030325-01
231 Haywood Street Project No.: 50-02 Prism Work Order: 9030325
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/19/19 10:57
Time Submitted: 03/20/19 08:40
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Anions by Ion Chromatography
Chloride
27000
ug/L
NE
1000
120
1
9056A
3/20/19 18:19 BMS
P9C0398
Nitrate as N
11000
ug/L
10000
100
41
1
9056A
3/20/19 18:19 BMS
P9C0398
Sulfate
63000
ug/L
250000
2000
490
1
9056A
3/20/19 18:19 BMS
P9C0398
General Chemistry Parameters
Biochemical Oxygen Demand
3200
ug/L
NE
2000
200
1
SM5210 B
3/20/19 16:55 CBM
P9C0484
Chemical Oxygen Demand
<17000
ug/L
NE
50000
17000
1
SM5220 D
3/22/19 12:44 SLS
P9C0446
Cyanide
<5.0
ug/L
10
25
5.0
5
9014
3/25/19 14:35 BMS
P9C0418
Ferrous Iron
<46
ug/L
NE
200
46
1
SM3500-Fe D
3/20/19 15:02 BMS
P9C0409
Sulfide
1000
J ug/L
1000
2000
830
1
SM4500-S F
3/26/19 12:45 CBM
P9C0532
Total Alkalinity to pH 4.5
84000
ug/L
NE
5000
770
1
SM2320 B
3/29/19 10:10 CLB
P9C0574
Total Metals
Mercury
0.036
J ug/L
0.2
0.20
0.036
1
7470A
3/26/19 12:47 MMR
P9C0474
Antimony
0.21
J ug/L
6
1.0
0.19
1
6020B
3/28/19 15:47 JAB
P9C0451
Arsenic
0.30
J ug/L
10
1.0
0.031
1
6020B
3/28/19 15:47 JAB
P9C0451
Barium
98
ug/L
100
5.0
0.97
1
6020B
3/28/19 15:47 JAB
P9C0451
Beryllium
0.065
J ug/L
1
1.0
0.057
1
6020B
3/28/19 15:47 JAB
P9C0451
Cadmium
0.18
J ug/L
1
1.0
0.078
1
6020B
3/28/19 15:47 JAB
P9C0451
Chromium
0.35
J ug/L
10
2.0
0.19
1
6020B
3/28/19 15:47 JAB
P9C0451
Cobalt
1.4
ug/L
10
1.0
0.0071
1
6020B
3/28/19 15:47 JAB
P9C0451
Copper
0.38
J ug/L
10
5.0
0.22
1
6020B
3/28/19 15:47 JAB
P9C0451
Lead
<0.093
ug/L
10
1.0
0.093
1
6020B
3/28/19 15:47 JAB
P9C0451
Nickel
2.5
ug/L
50
2.0
0.85
1
6020B
3/28/19 15:47 JAB
P9C0451
Selenium
0.64
J ug/L
10
5.0
0.63
1
6020B
3/28/19 15:47 JAB
P9C0451
Silver
0.073
J ug/L
10
5.0
0.063
1
6020B
3/28/19 15:47 JAB
P9C0451
Thallium
0.15
J ug/L
5.5
1.0
0.099
1
6020B
3/28/19 15:47 JAB
P9C0451
Vanadium
<0.10
ug/L
25
1.0
0.10
1
6020B
3/28/19 15:47 JAB
P9C0451
Zinc
16
ug/L
10
10
2.8
1
6020B
3/28/19 15:47 JAB
P9C0451
Volatile Organic Compounds by GC/MS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/22/19 16:09 KDM
P9C0443
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/22/19 16:09 KDM
P9C0443
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/22/19 16:09 KDM
P9C0443
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/22/19 16:09 KDM
P9C0443
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260B
3/22/19 16:09 KDM
P9C0443
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/22/19 16:09 KDM
P9C0443
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/22/19 16:09 KDM
P9C0443
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/22/19 16:09 KDM
P9C0443
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/22/19 16:09 KDM
P9C0443
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 5 of 42

Full -Service Analytical &
P R S M Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/08/2019
Client Sample ID: MW-04
Prism Sample ID: 9030325-01
Prism Work Order: 9030325
Time Collected: 03/19/19 10:57
Time Submitted: 03/20/19 08:40
Parameter
Result Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260B
3/22/19 16:09 KDM
P9C0443
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/22/19 16:09 KDM
P9C0443
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/22/19 16:09 KDM
P9C0443
1,4-Dichlorobenzene
1.0
ug/L
1
0.50
0.050
1
8260B
3/22/19 16:09 KDM
P9C0443
Acetone
6.3
ug/L
100
5.0
0.31
1
8260B
3/22/19 16:09 KDM
P9C0443
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/22/19 16:09 KDM
P9C0443
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260B
3/22/19 16:09 KDM
P9C0443
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/22/19 16:09 KDM
P9C0443
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/22/19 16:09 KDM
P9C0443
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/22/19 16:09 KDM
P9C0443
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/22/19 16:09 KDM
P9C0443
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/22/19 16:09 KDM
P9C0443
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/22/19 16:09 KDM
P9C0443
Chlorobenzene
0.70
ug/L
3
0.50
0.062
1
8260B
3/22/19 16:09 KDM
P9C0443
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260B
3/22/19 16:09 KDM
P9C0443
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/22/19 16:09 KDM
P9C0443
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/22/19 16:09 KDM
P9C0443
cis-1,2-Dichloroethylene
0.44
j ug/L
5
0.50
0.056
1
8260B
3/22/19 16:09 KDM
P9C0443
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/22/19 16:09 KDM
P9C0443
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/22/19 16:09 KDM
P9C0443
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/22/19 16:09 KDM
P9C0443
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/22/19 16:09 KDM
P9C0443
m,p-Xylenes
0.35
j ug/L
NE
1.0
0.12
1
8260B
3/22/19 16:09 KDM
P9C0443
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/22/19 16:09 KDM
P9C0443
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/22/19 16:09 KDM
P9C0443
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/22/19 16:09 KDM
P9C0443
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/22/19 16:09 KDM
P9C0443
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260B
3/22/19 16:09 KDM
P9C0443
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260B
3/22/19 16:09 KDM
P9C0443
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/22/19 16:09 KDM
P9C0443
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/22/19 16:09 KDM
P9C0443
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/22/19 16:09 KDM
P9C0443
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/22/19 16:09 KDM
P9C0443
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/22/19 16:09 KDM
P9C0443
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/22/19 16:09 KDM
P9C0443
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/22/19 16:09 KDM
P9C0443
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260B
3/22/19 16:09 KDM
P9C0443
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 6 of 42

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/08/2019
Client Sample ID: MW-04
Prism Sample ID: 9030325-01
Prism Work Order: 9030325
Time Collected: 03/19/19 10:57
Time Submitted: 03/20/19 08:40
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260B 3/22/19 16:09 KDM
P9C0443
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260B 3/22/19 16:09 KDM
P9C0443
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260B 3/22/19 16:09 KDM
P9C0443
Xylenes, total
0.35 J
ug/L
5
1.5
0.15
1
8260B 3/22/19 16:09 KDM
P9C0443
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
100 % 80-124
Dibromofluoromethane
108 % 75-129
Toluene-d8
96 % 77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
3.5
ug/L
10
3.0
0.14
1
8260B SIM 3/28/19 13:13 JLB
P9C0573
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 7 of 42

Laboratory Report
Full -Service
P R S M
Analytical &
Environmental
LABORATORIES INC.
Solutions
04/08/2019
Anchor QEA of North Carolina, PLLC
Project: Jackson Cty Landfill
(Permit
Client
Sample ID:
MW-07
Attn: Brian Gant
50-02)
Prism Sample ID:
9030325-02
231 Haywood Street
Project No.:
50-02
Prism Work Order:
9030325
Asheville, NC 28801
Sample Matrix:
Water
Time
Collected: 03/19/19 12:35
Time
Submitted: 03/20/19
08:40
Parameter
Result Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Anions by Ion Chromatography
Chloride
78000
ug/L
NE
1000
120
1
9056A
3/20/19 18:35 BMS
P9C0398
Nitrate as N
65
J ug/L
10000
100
41
1
9056A
3/20/19 18:35 BMS
P9C0398
Sulfate
22000
ug/L
250000
2000
490
1
9056A
3/20/19 18:35 BMS
P9C0398
General Chemistry Parameters
Biochemical Oxygen Demand
240
J ug/L
NE
2000
200
1
SM5210 B
3/20/19 16:55 CBM
P9C0484
Chemical Oxygen Demand
<17000
ug/L
NE
50000
17000
1
SM5220 D
3/22/19 12:44 SLS
P9C0446
Cyanide
<5.0
ug/L
10
25
5.0
5
9014
3/25/19 14:35 BMS
P9C0418
Ferrous Iron
<46
ug/L
NE
200
46
1
SM3500-Fe D 3/20/19 15:02 BMS
P9C0409
Sulfide
1800
J ug/L
1000
2000
830
1
SM4500-S F
3/26/19 12:45 CBM
P9C0532
Total Alkalinity to pH 4.5
250000
ug/L
NE
5000
770
1
SM2320 B
3/29/19 10:10 CLB
P9C0574
Total Metals
Mercury
<0.036
ug/L
0.2
0.20
0.036
1
7470A
3/26/19 12:51 MMR
P9C0474
Antimony
<0.19
ug/L
6
1.0
0.19
1
6020B
3/28/19 16:06 JAB
P9C0451
Arsenic
0.23
J ug/L
10
1.0
0.031
1
6020B
3/28/19 16:06 JAB
P9C0451
Barium
470
ug/L
100
5.0
0.97
1
6020B
3/28/19 16:06 JAB
P9C0451
Beryllium
<0.057
ug/L
1
1.0
0.057
1
6020B
3/28/19 16:06 JAB
P9C0451
Cadmium
0.096
J ug/L
1
1.0
0.078
1
6020B
3/28/19 16:06 JAB
P9C0451
Chromium
1.2
J ug/L
10
2.0
0.19
1
6020B
3/28/19 16:06 JAB
P9C0451
Cobalt
1.3
ug/L
10
1.0
0.0071
1
6020B
3/28/19 16:06 JAB
P9C0451
Copper
0.69
J ug/L
10
5.0
0.22
1
6020B
3/28/19 16:06 JAB
P9C0451
Lead
0.28
J ug/L
10
1.0
0.093
1
6020B
3/28/19 16:06 JAB
P9C0451
Nickel
8.3
ug/L
50
2.0
0.85
1
6020B
3/28/19 16:06 JAB
P9C0451
Selenium
<0.63
ug/L
10
5.0
0.63
1
6020B
3/28/19 16:06 JAB
P9C0451
Silver
<0.063
ug/L
10
5.0
0.063
1
6020B
3/28/19 16:06 JAB
P9C0451
Thallium
0.12
J ug/L
5.5
1.0
0.099
1
6020B
3/28/19 16:06 JAB
P9C0451
Vanadium
0.91
J ug/L
25
1.0
0.10
1
6020B
3/28/19 16:06 JAB
P9C0451
Zinc
15
ug/L
10
10
2.8
1
6020B
3/28/19 16:06 JAB
P9C0451
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/22/19 16:43 KDM
P9C0443
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/22/19 16:43 KDM
P9C0443
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/22/19 16:43 KDM
P9C0443
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/22/19 16:43 KDM
P9C0443
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260B
3/22/19 16:43 KDM
P9C0443
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/22/19 16:43 KDM
P9C0443
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/22/19 16:43 KDM
P9C0443
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/22/19 16:43 KDM
P9C0443
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/22/19 16:43 KDM
P9C0443
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 8 of 42

Full -Service Analytical &
P R S M Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/08/2019
Client Sample ID: MW-07
Prism Sample ID: 9030325-02
Prism Work Order: 9030325
Time Collected: 03/19/19 12:35
Time Submitted: 03/20/19 08:40
Parameter
Result Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
1,2-Dichlorobenzene
0.33
J ug/L
5
0.50
0.076
1
8260B
3/22/19 16:43 KDM
P9C0443
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/22/19 16:43 KDM
P9C0443
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/22/19 16:43 KDM
P9C0443
1,4-Dichlorobenzene
4.5
ug/L
1
0.50
0.050
1
8260B
3/22/19 16:43 KDM
P9C0443
Acetone
6.3
ug/L
100
5.0
0.31
1
8260B
3/22/19 16:43 KDM
P9C0443
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/22/19 16:43 KDM
P9C0443
Benzene
1.4
ug/L
1
0.50
0.048
1
8260B
3/22/19 16:43 KDM
P9C0443
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/22/19 16:43 KDM
P9C0443
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/22/19 16:43 KDM
P9C0443
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/22/19 16:43 KDM
P9C0443
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/22/19 16:43 KDM
P9C0443
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/22/19 16:43 KDM
P9C0443
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/22/19 16:43 KDM
P9C0443
Chlorobenzene
4.8
ug/L
3
0.50
0.062
1
8260B
3/22/19 16:43 KDM
P9C0443
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260B
3/22/19 16:43 KDM
P9C0443
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/22/19 16:43 KDM
P9C0443
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/22/19 16:43 KDM
P9C0443
cis-1,2-Dichloroethylene
2.3
ug/L
5
0.50
0.056
1
8260B
3/22/19 16:43 KDM
P9C0443
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/22/19 16:43 KDM
P9C0443
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/22/19 16:43 KDM
P9C0443
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/22/19 16:43 KDM
P9C0443
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/22/19 16:43 KDM
P9C0443
m,p-Xylenes
0.70
J ug/L
NE
1.0
0.12
1
8260B
3/22/19 16:43 KDM
P9C0443
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/22/19 16:43 KDM
P9C0443
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/22/19 16:43 KDM
P9C0443
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/22/19 16:43 KDM
P9C0443
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/22/19 16:43 KDM
P9C0443
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260B
3/22/19 16:43 KDM
P9C0443
o-Xylene
0.26
J ug/L
NE
0.50
0.044
1
8260B
3/22/19 16:43 KDM
P9C0443
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/22/19 16:43 KDM
P9C0443
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/22/19 16:43 KDM
P9C0443
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/22/19 16:43 KDM
P9C0443
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/22/19 16:43 KDM
P9C0443
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/22/19 16:43 KDM
P9C0443
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/22/19 16:43 KDM
P9C0443
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/22/19 16:43 KDM
P9C0443
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260B
3/22/19 16:43 KDM
P9C0443
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 9 of 42

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/08/2019
Client Sample ID: MW-07
Prism Sample ID: 9030325-02
Prism Work Order: 9030325
Time Collected: 03/19/19 12:35
Time Submitted: 03/20/19 08:40
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260B 3/22/19 16:43 KDM
P9C0443
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260B 3/22/19 16:43 KDM
P9C0443
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260B 3/22/19 16:43 KDM
P9C0443
Xylenes, total
0.96 J
ug/L
5
1.5
0.15
1
8260B 3/22/19 16:43 KDM
P9C0443
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
100 % 80-124
Dibromofluoromethane
106 % 75-129
Toluene-d8
97 % 77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
18
ug/L
10
3.0
0.14
1
8260B SIM 3/28/19 13:39 JLB
P9C0573
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 10 of 42

Laboratory Report
Full -Service
P R S M
Analytical &
Environmental
LABORATORIES INC.
Solutions
04/08/2019
Anchor QEA of North Carolina, PLLC
Project: Jackson Cty Landfill (Permit
Client
Sample ID:
SW-01
Attn: Brian Gant
50-02)
Prism
Sample ID:
9030325-03
231 Haywood Street
Project No.:
50-02
Prism
Work Order: 9030325
Asheville, NC 28801
Sample Matrix:
Water
Time Collected: 03/19/19 14:15
Time Submitted: 03/20/19 08:40
Parameter
Result Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
General Chemistry Parameters
Hardness
2000
J ug/L
5000
570
1
SM2340 C
3/27/19 10:29 BMS
P9C0520
Total Metals
Mercury
<0.036
ug/L
0.2
0.20
0.036
1
7470A
3/26/19 12:55 MMR
P9C0474
Antimony
<0.19
ug/L
6
1.0
0.19
1
6020B
3/28/19 16:12 JAB
P9C0451
Arsenic
0.26
J ug/L
10
1.0
0.031
1
6020B
3/28/19 16:12 JAB
P9C0451
Barium
14
ug/L
100
5.0
0.97
1
6020B
3/28/19 16:12 JAB
P9C0451
Beryllium
<0.057
ug/L
1
1.0
0.057
1
6020B
3/28/19 16:12 JAB
P9C0451
Cadmium
<0.078
ug/L
1
1.0
0.078
1
6020B
3/28/19 16:12 JAB
P9C0451
Chromium
1.0
J ug/L
10
2.0
0.19
1
6020B
3/28/19 16:12 JAB
P9C0451
Cobalt
0.24
J ug/L
10
1.0
0.0071
1
6020B
3/28/19 16:12 JAB
P9C0451
Copper
15
ug/L
10
5.0
0.22
1
6020B
3/28/19 16:12 JAB
P9C0451
Lead
0.40
J ug/L
10
1.0
0.093
1
6020B
3/28/19 16:12 JAB
P9C0451
Nickel
15
ug/L
50
2.0
0.85
1
6020B
3/28/19 16:12 JAB
P9C0451
Selenium
<0.63
ug/L
10
5.0
0.63
1
6020B
3/28/19 16:12 JAB
P9C0451
Silver
<0.063
ug/L
10
5.0
0.063
1
6020B
3/28/19 16:12 JAB
P9C0451
Thallium
<0.099
ug/L
5.5
1.0
0.099
1
6020B
3/28/19 16:12 JAB
P9C0451
Vanadium
0.50
J ug/L
25
1.0
0.10
1
6020B
3/28/19 16:12 JAB
P9C0451
Zinc
23
ug/L
10
10
2.8
1
6020B
3/28/19 16:12 JAB
P9C0451
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/22/19 17:17 KDM
P9C0443
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/22/19 17:17 KDM
P9C0443
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/22/19 17:17 KDM
P9C0443
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/22/19 17:17 KDM
P9C0443
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260B
3/22/19 17:17 KDM
P9C0443
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/22/19 17:17 KDM
P9C0443
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/22/19 17:17 KDM
P9C0443
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/22/19 17:17 KDM
P9C0443
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/22/19 17:17 KDM
P9C0443
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260B
3/22/19 17:17 KDM
P9C0443
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/22/19 17:17 KDM
P9C0443
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/22/19 17:17 KDM
P9C0443
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260B
3/22/19 17:17 KDM
P9C0443
Acetone
6.3
ug/L
100
5.0
0.31
1
8260B
3/22/19 17:17 KDM
P9C0443
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/22/19 17:17 KDM
P9C0443
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260B
3/22/19 17:17 KDM
P9C0443
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/22/19 17:17 KDM
P9C0443
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 11 of 42

Laboratory Report
Full -Service
P R S M
Analytical &
Environmental
LABORATORIES INC.
Solutions
04/08/2019
Anchor QEA of North Carolina, PLLC
Project: Jackson Cty Landfill (Permit
Client Sample ID:
SW-01
Attn: Brian Gant
50-02)
Prism Sample ID:
9030325-03
231 Haywood Street
Project No.:
50-02
Prism Work Order: 9030325
Asheville, NC 28801
Sample Matrix:
Water
Time Collected: 03/19/19 14:15
Time Submitted:
03/20/19 08:40
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/22/19 17:17 KDM
P9C0443
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/22/19 17:17 KDM
P9C0443
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/22/19 17:17 KDM
P9C0443
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/22/19 17:17 KDM
P9C0443
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/22/19 17:17 KDM
P9C0443
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260B
3/22/19 17:17 KDM
P9C0443
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260B
3/22/19 17:17 KDM
P9C0443
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/22/19 17:17 KDM
P9C0443
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/22/19 17:17 KDM
P9C0443
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260B
3/22/19 17:17 KDM
P9C0443
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/22/19 17:17 KDM
P9C0443
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/22/19 17:17 KDM
P9C0443
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/22/19 17:17 KDM
P9C0443
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/22/19 17:17 KDM
P9C0443
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260B
3/22/19 17:17 KDM
P9C0443
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/22/19 17:17 KDM
P9C0443
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/22/19 17:17 KDM
P9C0443
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/22/19 17:17 KDM
P9C0443
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/22/19 17:17 KDM
P9C0443
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260B
3/22/19 17:17 KDM
P9C0443
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260B
3/22/19 17:17 KDM
P9C0443
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/22/19 17:17 KDM
P9C0443
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/22/19 17:17 KDM
P9C0443
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/22/19 17:17 KDM
P9C0443
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/22/19 17:17 KDM
P9C0443
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/22/19 17:17 KDM
P9C0443
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/22/19 17:17 KDM
P9C0443
trans- 1,4-Dich loro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/22/19 17:17 KDM
P9C0443
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260B
3/22/19 17:17 KDM
P9C0443
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/22/19 17:17 KDM
P9C0443
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260B
3/22/19 17:17 KDM
P9C0443
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260B
3/22/19 17:17 KDM
P9C0443
Xylenes, total
<0.15
ug/L
5
1.5
0.15
1
8260B
3/22/19 17:17 KDM
P9C0443
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
95 % 80-124
Dibromofluoromethane
108 % 75-129
Toluene-d8
95 % 77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 12 of 42

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
04/08/2019
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Client Sample ID: SW-01
Prism Sample ID: 9030325-03
Prism Work Order: 9030325
Time Collected: 03/19/19 14:15
Time Submitted: 03/20/19 08:40
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GUMS SIM
1,4-Dioxane <0.14 ug/L 10 3.0 0.14 1 8260B SIM 3/28/19 14:04 JLB P9C0573
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 13 of 42

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
04/08/2019
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Client Sample ID: LT-01
Prism Sample ID: 9030325-04
Prism Work Order: 9030325
Time Collected: 03/19/19 14:35
Time Submitted: 03/20/19 08:40
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/22/19 17:50 KDM
P9C0443
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/22/19 17:50 KDM
P9C0443
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/22/19 17:50 KDM
P9C0443
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/22/19 17:50 KDM
P9C0443
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260B
3/22/19 17:50 KDM
P9C0443
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/22/19 17:50 KDM
P9C0443
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/22/19 17:50 KDM
P9C0443
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/22/19 17:50 KDM
P9C0443
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/22/19 17:50 KDM
P9C0443
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260B
3/22/19 17:50 KDM
P9C0443
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/22/19 17:50 KDM
P9C0443
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/22/19 17:50 KDM
P9C0443
1,4-Dichlorobenzene
4.2
ug/L
1
0.50
0.050
1
8260B
3/22/19 17:50 KDM
P9C0443
Acetone
7.7
ug/L
100
5.0
0.31
1
8260B
3/22/19 17:50 KDM
P9C0443
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/22/19 17:50 KDM
P9C0443
Benzene
1.9
ug/L
1
0.50
0.048
1
8260B
3/22/19 17:50 KDM
P9C0443
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/22/19 17:50 KDM
P9C0443
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/22/19 17:50 KDM
P9C0443
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/22/19 17:50 KDM
P9C0443
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/22/19 17:50 KDM
P9C0443
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/22/19 17:50 KDM
P9C0443
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/22/19 17:50 KDM
P9C0443
Chlorobenzene
2.7
ug/L
3
0.50
0.062
1
8260B
3/22/19 17:50 KDM
P9C0443
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260B
3/22/19 17:50 KDM
P9C0443
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/22/19 17:50 KDM
P9C0443
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/22/19 17:50 KDM
P9C0443
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260B
3/22/19 17:50 KDM
P9C0443
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/22/19 17:50 KDM
P9C0443
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/22/19 17:50 KDM
P9C0443
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/22/19 17:50 KDM
P9C0443
Ethylbenzene
0.45 j
ug/L
1
0.50
0.061
1
8260B
3/22/19 17:50 KDM
P9C0443
m,p-Xylenes
0.55 J
ug/L
NE
1.0
0.12
1
8260B
3/22/19 17:50 KDM
P9C0443
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/22/19 17:50 KDM
P9C0443
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/22/19 17:50 KDM
P9C0443
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/22/19 17:50 KDM
P9C0443
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/22/19 17:50 KDM
P9C0443
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 14 of 42

P R S M Laboratory Report
Full -Service Analytical &
Environmental Solutions 04/08/2019
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Client Sample ID: LT-01
Attn: Brian Gant 50-02) Prism Sample ID: 9030325-04
231 Haywood Street Project No.: 50-02 Prism Work Order: 9030325
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/19/19 14:35
Time Submitted: 03/20/19 08:40
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260B
3/22/19 17:50 KDM
P9C0443
o-Xylene
0.72
ug/L
NE
0.50
0.044
1
8260B
3/22/19 17:50 KDM
P9C0443
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/22/19 17:50 KDM
P9C0443
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/22/19 17:50 KDM
P9C0443
Tetrahydrofuran
110
ug/L
NE
10
0.16
1
8260B
3/22/19 17:50 KDM
P9C0443
Toluene
0.53
ug/L
1
0.50
0.044
1
8260B
3/22/19 17:50 KDM
P9C0443
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/22/19 17:50 KDM
P9C0443
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/22/19 17:50 KDM
P9C0443
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/22/19 17:50 KDM
P9C0443
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260B
3/22/19 17:50 KDM
P9C0443
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/22/19 17:50 KDM
P9C0443
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260B
3/22/19 17:50 KDM
P9C0443
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260B
3/22/19 17:50 KDM
P9C0443
Xylenes, total
1.3 J
ug/L
5
1.5
0.15
1
8260B
3/22/19 17:50 KDM
P9C0443
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
102 % 80-124
Dibromofluoromethane
108 % 75-129
Toluene-d8
95 %
77-123
Volatile Organic Compounds by GUMS SIM
1,4-Dioxane
51
ug/L
10
3.0
0.14
1
8260B SIM
3/28/19 14:29 JLB
P9C0573
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 15 of 42

�Full-Service Analytical s
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
04/08/2019
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Client Sample ID: TB-20190319
Prism Sample ID: 9030325-05
Prism Work Order: 9030325
Time Collected: 03/19/19 00:00
Time Submitted: 03/20/19 08:40
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/22/19 15:01 KDM
P9C0443
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/22/19 15:01 KDM
P9C0443
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/22/19 15:01 KDM
P9C0443
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/22/19 15:01 KDM
P9C0443
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260B
3/22/19 15:01 KDM
P9C0443
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/22/19 15:01 KDM
P9C0443
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/22/19 15:01 KDM
P9C0443
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/22/19 15:01 KDM
P9C0443
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/22/19 15:01 KDM
P9C0443
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260B
3/22/19 15:01 KDM
P9C0443
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/22/19 15:01 KDM
P9C0443
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/22/19 15:01 KDM
P9C0443
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260B
3/22/19 15:01 KDM
P9C0443
Acetone
<0.31
ug/L
100
5.0
0.31
1
8260B
3/22/19 15:01 KDM
P9C0443
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/22/19 15:01 KDM
P9C0443
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260B
3/22/19 15:01 KDM
P9C0443
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/22/19 15:01 KDM
P9C0443
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/22/19 15:01 KDM
P9C0443
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/22/19 15:01 KDM
P9C0443
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/22/19 15:01 KDM
P9C0443
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/22/19 15:01 KDM
P9C0443
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/22/19 15:01 KDM
P9C0443
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260B
3/22/19 15:01 KDM
P9C0443
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260B
3/22/19 15:01 KDM
P9C0443
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/22/19 15:01 KDM
P9C0443
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/22/19 15:01 KDM
P9C0443
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260B
3/22/19 15:01 KDM
P9C0443
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/22/19 15:01 KDM
P9C0443
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/22/19 15:01 KDM
P9C0443
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/22/19 15:01 KDM
P9C0443
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/22/19 15:01 KDM
P9C0443
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260B
3/22/19 15:01 KDM
P9C0443
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/22/19 15:01 KDM
P9C0443
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/22/19 15:01 KDM
P9C0443
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/22/19 15:01 KDM
P9C0443
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/22/19 15:01 KDM
P9C0443
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 16 of 42

P R S M Laboratory Report
Full -Service Analytical &
Environmental Solutions 04/08/2019
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Client Sample ID: TB-20190319
Attn: Brian Gant 50-02) Prism Sample ID: 9030325-05
231 Haywood Street Project No.: 50-02 Prism Work Order: 9030325
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/19/19 00:00
Time Submitted: 03/20/19 08:40
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Methylene Chloride
0.64 A, J
ug/L
1
1.0
0.083
1
8260B
3/22/19 15:01 KDM
P9C0443
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260B
3/22/19 15:01 KDM
P9C0443
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/22/19 15:01 KDM
P9C0443
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/22/19 15:01 KDM
P9C0443
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/22/19 15:01 KDM
P9C0443
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/22/19 15:01 KDM
P9C0443
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/22/19 15:01 KDM
P9C0443
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/22/19 15:01 KDM
P9C0443
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/22/19 15:01 KDM
P9C0443
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260B
3/22/19 15:01 KDM
P9C0443
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/22/19 15:01 KDM
P9C0443
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260B
3/22/19 15:01 KDM
P9C0443
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260B
3/22/19 15:01 KDM
P9C0443
Xylenes, total
<0.15
ug/L
5
1.5
0.15
1
8260B
3/22/19 15:01 KDM
P9C0443
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
101 % 80-124
Dibromofluoromethane
111 % 75-129
Toluene-d8
97 %
77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
<0.14
ug/L
10
3.0
0.14
1
8260B SIM
3/28/19 12:23 JLB
P9C0573
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 17 of 42

Full -Service Analytical &
LIPMVP
S M Environmental Solutions
OR TORIEB, INC.
Level II QC Report
4/8/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Prism Work Order: 9030325
Time Submitted: 3/20/2019 8:40:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO443 - 5030B
Blank (P9C0443-BLK1)
Prepared & Analyzed: 03/22/19
1,1,1,2-Tetrachloroethane
BRL
0.50
ug/L
1,1,1-Trichloroethane
BRL
0.50
ug/L
1,1,2,2-Tetrachloroethane
BRL
0.50
ug/L
1,1,2-Trichloroethane
BRL
0.50
ug/L
1,1-Dichloroethane
BRL
0.50
ug/L
1,1-Dichloroethylene
BRL
0.50
ug/L
1,2,3-Trichloropropane
BRL
1.0
ug/L
1,2-Dibromo-3-chloropropane
BRL
2.0
ug/L
1,2-Dibromoethane
BRL
0.50
ug/L
1,2-Dichlorobenzene
BRL
0.50
ug/L
1,2-Dichloroethane
BRL
0.50
ug/L
1,2-Dichloropropane
BRL
0.50
ug/L
1,4-Dichlorobenzene
BRL
0.50
ug/L
Acetone
BRL
5.0
ug/L
Acrylonitrile
BRL
20
ug/L
Benzene
BRL
0.50
ug/L
Bromochloromethane
BRL
0.50
ug/L
Bromodichloromethane
BRL
0.50
ug/L
Bromoform
BRL
1.0
ug/L
Bromomethane
BRL
1.0
ug/L
Carbon disulfide
BRL
5.0
ug/L
Carbon Tetrachloride
BRL
0.50
ug/L
Chlorobenzene
BRL
0.50
ug/L
Chloroethane
BRL
0.50
ug/L
Chloroform
BRL
0.50
ug/L
Chloromethane
BRL
0.50
ug/L
cis-1,2-Dichloroethylene
BRL
0.50
ug/L
cis-1,3-Dichloropropylene
BRL
0.50
ug/L
Dibromochloromethane
BRL
0.50
ug/L
Dibromomethane
BRL
0.50
ug/L
Ethylbenzene
BRL
0.50
ug/L
m,p-Xylenes
BRL
1.0
ug/L
Methyl Butyl Ketone (2-Hexanone)
BRL
5.0
ug/L
Methyl Ethyl Ketone (2-Butanone)
BRL
5.0
ug/L
Methyl Iodide
BRL
5.0
ug/L
Methyl Isobutyl Ketone
BRL
5.0
ug/L
Methylene Chloride
BRL
1.0
ug/L
o-Xylene
BRL
0.50
ug/L
Styrene
BRL
0.50
ug/L
Tetrachloroethylene
BRL
0.50
ug/L
Tetrahydrofuran
BRL
10
ug/L
Toluene
BRL
0.50
ug/L
trans- 1,2-Dichloroethylene
BRL
0.50
ug/L
trans- 1,3-Dichloropropylene
BRL
0.50
ug/L
trans-1,4-Dichloro-2-butene
BRL
10
ug/L
Trichloroethylene
BRL
0.50
ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 18 of 42

PR I S M Full -Service Analytical Environmental Solutions
LABCFATCRIES, NC.
Level II QC Report
4/8/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Prism Work Order: 9030325
Attn: Brian Gant 50-02) Time Submitted: 3/20/2019 8:40:OOAM
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO443 - 5030B
Blank (P9C0443-BLK1)
Prepared & Analyzed: 03/22/19
Trichlorofluoromethane
BRL
0.50
ug/L
Vinyl acetate
BRL
2.0
ug/L
Vinyl chloride
BRL
0.50
ug/L
Xylenes, total
BRL
1.5
ug/L
Surrogate:4-Bromofluorobenzene
49.2
ug/L
50.00
98
80-124
Surrogate: Dibromofluoromethane
53.3
ug/L
50.00
107
75-129
Surrogate: Toluene-d8
48.3
ug/L
50.00
97
77-123
LCS (P9CO443-BSI)
Prepared &Analyzed: 03/22/19
1,1,1,2-Tetrachloroethane
19.6
0.50
ug/L
20.00
98
79-134
1,1,1-Trichloroethane
21.4
0.50
ug/L
20.00
107
75-136
1,1,2,2-Tetrachloroethane
19.6
0.50
ug/L
20.00
98
62-127
1,1,2-Trichloroethane
21.8
0.50
ug/L
20.00
109
70-140
1,1-Dichloroethane
21.4
0.50
ug/L
20.00
107
78-130
1,1-Dichloroethylene
21.2
0.50
ug/L
20.00
106
70-154
1,2,3-Trichloropropane
20.6
1.0
ug/L
20.00
103
71-127
1,2-Dibromo-3-chloropropane
18.3
2.0
ug/L
20.00
91
63-134
1,2-Dibromoethane
19.6
0.50
ug/L
20.00
98
77-135
1,2-Dichlorobenzene
18.5
0.50
ug/L
20.00
92
78-128
1,2-Dichloroethane
20.8
0.50
ug/L
20.00
104
68-131
1,2-Dichloropropane
21.5
0.50
ug/L
20.00
108
77-130
1,4-Dichlorobenzene
18.0
0.50
ug/L
20.00
90
75-126
Acetone
69.6
5.0
ug/L
40.00
174
40-166 L1
Acrylonitrile
46.5
20
ug/L
40.00
116
81-127
Benzene
22.0
0.50
ug/L
20.00
110
77-128
Bromochloromethane
20.9
0.50
ug/L
20.00
105
78-135
Bromodichloromethane
21.6
0.50
ug/L
20.00
108
76-138
Bromoform
19.6
1.0
ug/L
20.00
98
71-135
Bromomethane
22.9
1.0
ug/L
20.00
115
41-168
Carbon disulfide
23.1
5.0
ug/L
20.00
116
59-135
Carbon Tetrachloride
19.9
0.50
ug/L
20.00
100
72-142
Chlorobenzene
18.9
0.50
ug/L
20.00
95
78-119
Chloroethane
23.7
0.50
ug/L
20.00
119
57-142
Chloroform
21.7
0.50
ug/L
20.00
108
77-130
Chloromethane
23.7
0.50
ug/L
20.00
118
47-145
cis-1,2-Dichloroethylene
21.5
0.50
ug/L
20.00
108
76-141
cis-1,3-Dichloropropylene
21.2
0.50
ug/L
20.00
106
65-140
Dibromochloromethane
20.3
0.50
ug/L
20.00
101
75-134
Dibromomethane
22.0
0.50
ug/L
20.00
110
76-138
Ethylbenzene
20.0
0.50
ug/L
20.00
100
80-127
m,p-Xylenes
41.6
1.0
ug/L
40.00
104
77-133
Methyl Butyl Ketone (2-Hexanone)
20.3
5.0
ug/L
20.00
102
64-137
Methyl Ethyl Ketone (2-Butanone)
27.0
5.0
ug/L
20.00
135
71-134 L1
Methyl Iodide
17.6
5.0
ug/L
20.00
88
70-130
Methyl Isobutyl Ketone
19.9
5.0
ug/L
20.00
100
69-134
Methylene Chloride
22.7
1.0
ug/L
20.00
113
73-131
o-Xylene
19.6
0.50
ug/L
20.00
98
78-128
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 19 of 42

P R I S M Full -Service Analytical s
Environmental Solutions
LABCFATCRIES, NC.
Level II QC Report
4/8/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Prism Work Order: 9030325
Attn: Brian Gant 50-02) Time Submitted: 3/20/2019 8:40:OOAM
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO443 - 5030B
LCS (P9C0443-BSI)
Prepared &Analyzed: 03/22/19
Styrene
19.3
0.50
ug/L
20.00
96
78-129
Tetrachloroethylene
19.8
0.50
ug/L
20.00
99
80-129
Tetrahydrofuran
22.2
10
ug/L
20.00
ill
70-130
Toluene
22.2
0.50
ug/L
20.00
ill
76-131
trans- 1,2-Dichloroethylene
21.2
0.50
ug/L
20.00
106
76-135
trans- 1,3-Dichloropropylene
20.7
0.50
ug/L
20.00
103
67-140
trans-1,4-Dichloro-2-butene
18.5
10
ug/L
20.00
92
70-130
Trichloroethylene
21.3
0.50
ug/L
20.00
107
77-133
Trichlorofluoromethane
20.2
0.50
ug/L
20.00
101
62-148
Vinyl acetate
20.5
2.0
ug/L
20.00
103
34-167
Vinyl chloride
22.1
0.50
ug/L
20.00
ill
57-141
Xylenes, total
61.2
1.5
ug/L
60.00
102
77-133
Surrogate:4-Bromofluorobenzene
48.2
ug/L
50.00
96
80-124
Surrogate: Dibromofluoromethane
52.8
ug/L
50.00
106
75-129
Surrogate: Toluene-d8
47.7
ug/L
50.00
95
77-123
LCS Dup (P9C0443-113SDI)
Prepared &Analyzed: 03/22/19
1,1,1,2-Tetrachloroethane
19.4
0.50
ug/L
20.00
97
79-134
1
20
1,1,1-Trichloroethane
21.3
0.50
ug/L
20.00
106
75-136
0.4
20
1,1,2,2-Tetrachloroethane
20.2
0.50
ug/L
20.00
101
62-127
3
20
1,1,2-Trichloroethane
22.0
0.50
ug/L
20.00
110
70-140
0.6
20
1,1-Dichloroethane
21.3
0.50
ug/L
20.00
106
78-130
0.7
20
1,1-Dichloroethylene
20.8
0.50
ug/L
20.00
104
70-154
2
20
1,2,3-Trichloropropane
21.3
1.0
ug/L
20.00
106
71-127
3
20
1,2-Dibromo-3-chloropropane
20.3
2.0
ug/L
20.00
101
63-134
10
20
1,2-Dibromoethane
19.8
0.50
ug/L
20.00
99
77-135
0.7
20
1,2-Dichlorobenzene
18.9
0.50
ug/L
20.00
95
78-128
2
20
1,2-Dichloroethane
21.9
0.50
ug/L
20.00
109
68-131
5
20
1,2-Dichloropropane
21.5
0.50
ug/L
20.00
108
77-130
0.05
20
1,4-Dichlorobenzene
17.8
0.50
ug/L
20.00
89
75-126
1
20
Acetone
49.2
5.0
ug/L
40.00
123
40-166
34
20 D
Acrylonitrile
47.0
20
ug/L
40.00
117
81-127
0.9
20
Benzene
21.4
0.50
ug/L
20.00
107
77-128
2
20
Bromochloromethane
21.3
0.50
ug/L
20.00
106
78-135
2
20
Bromodichloromethane
21.0
0.50
ug/L
20.00
105
76-138
3
20
Bromoform
19.5
1.0
ug/L
20.00
98
71-135
0.3
20
Bromomethane
22.0
1.0
ug/L
20.00
110
41-168
4
20
Carbon disulfide
22.9
5.0
ug/L
20.00
114
59-135
1
20
Carbon Tetrachloride
18.9
0.50
ug/L
20.00
95
72-142
5
20
Chlorobenzene
18.9
0.50
ug/L
20.00
94
78-119
0.2
20
Chloroethane
23.0
0.50
ug/L
20.00
115
57-142
3
20
Chloroform
20.9
0.50
ug/L
20.00
104
77-130
4
20
Chloromethane
24.1
0.50
ug/L
20.00
121
47-145
2
20
cis-1,2-Dichloroethylene
21.3
0.50
ug/L
20.00
106
76-141
1
20
cis-1,3-Dichloropropylene
21.1
0.50
ug/L
20.00
105
65-140
0.4
20
Dibromochloromethane
20.1
0.50
ug/L
20.00
100
75-134
0.9
20
Dibromomethane
21.1
0.50
ug/L
20.00
106
76-138
4
20
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 20 of 42

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/8/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Prism Work Order: 9030325
Time Submitted: 3/20/2019 8:40:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO443 - 5030B
LCS Dup (P9C0443-BSD1)
Prepared & Analyzed: 03/22/19
Ethylbenzene
19.8
0.50
ug/L
20.00
99
80-127
1
20
m,p-Xylenes
41.4
1.0
ug/L
40.00
104
77-133
0.4
20
Methyl Butyl Ketone (2-Hexanone)
19.5
5.0
ug/L
20.00
97
64-137
4
20
Methyl Ethyl Ketone (2-Butanone)
24.7
5.0
ug/L
20.00
123
71-134
9
20
Methyl Iodide
16.6
5.0
ug/L
20.00
83
70-130
6
20
Methyl Isobutyl Ketone
21.1
5.0
ug/L
20.00
106
69-134
6
20
Methylene Chloride
22.5
1.0
ug/L
20.00
113
73-131
0.7
20
o-Xylene
19.1
0.50
ug/L
20.00
96
78-128
2
20
Styrene
18.9
0.50
ug/L
20.00
94
78-129
2
20
Tetrachloroethylene
19.3
0.50
ug/L
20.00
97
80-129
2
20
Tetrahydrofuran
22.6
10
ug/L
20.00
113
70-130
2
20
Toluene
21.4
0.50
ug/L
20.00
107
76-131
4
20
trans-1,2-Dichloroethylene
21.6
0.50
ug/L
20.00
108
76-135
2
20
trans-1,3-Dichloropropylene
21.7
0.50
ug/L
20.00
109
67-140
5
20
trans-1,4-Dichloro-2-butene
19.9
10
ug/L
20.00
99
70-130
7
20
Trichloroethylene
20.6
0.50
ug/L
20.00
103
77-133
4
20
Trichlorofluoromethane
20.3
0.50
ug/L
20.00
102
62-148
0.5
20
Vinyl acetate
21.3
2.0
ug/L
20.00
107
34-167
4
20
Vinyl chloride
21.4
0.50
ug/L
20.00
107
57-141
3
20
Xylenes, total
60.6
1.5
ug/L
60.00
101
77-133
1
20
Surrogate:4-Bromofluorobenzene
49.4
ug/L
50.00
99
80-124
Surrogate: Dibromofluoromethane
51.3
ug/L
50.00
103
75-129
Surrogate: Toluene-d8
48.2
ug/L
50.00
96
77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 21 of 42

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/8/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS SIM - Quality Control
Prism Work Order: 9030325
Time Submitted: 3/20/2019 8:40:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO573 - 5030B
Blank (P9C0573-BLK1)
Prepared & Analyzed: 03/28/19
1,4-Dioxane
BRL 3.0 ug/L
LCS (P9C0573-BS1)
Prepared &Analyzed: 03/28/19
1,4-Dioxane
45.1 3.0 ug/L
50.00 90 55-145
LCS Dup (P9CO573-BSD1)
Prepared & Analyzed: 03/28/19
1,4-Dioxane
46.4 3.0 ug/L
50.00 93 55-145 3 30
Matrix Spike (P9C0573-MS1)
Source: 9030325-05
Prepared & Analyzed: 03/28/19
1,4-Dioxane
47.4 3.0 ug/L
50.00 BRL 95 55-145
Matrix Spike Dup (P9C0573-MSD1)
Source: 9030325-05
Prepared & Analyzed: 03/28/19
1,4-Dioxane
52.4 3.0 ug/L
50.00 BRL 105 55-145 10 30
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 22 of 42

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/8/19
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Total Metals - Quality Control
Analyte
Project: Jackson Cty Landfill (Permit
50-02)
Project No: 50-02
Prism Work Order: 9030325
Time Submitted: 3/20/2019 8:40:OOAM
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9C0451 - 3005A
Blank (P9C0451-BLK1)
Prepared: 03/25/19 Analyzed: 03/28/19
Antimony
0.214
1.0
ug/L
J
Arsenic
0.225
1.0
ug/L
J
Barium
BRL
5.0
ug/L
Beryllium
BRL
1.0
ug/L
Cadmium
BRL
1.0
ug/L
Chromium
BRL
2.0
ug/L
Cobalt
BRL
1.0
ug/L
Copper
BRL
5.0
ug/L
Lead
0.103
1.0
ug/L
J
Nickel
BRL
2.0
ug/L
Selenium
BRL
5.0
ug/L
Silver
0.0650
5.0
ug/L
J
Thallium
BRL
1.0
ug/L
Vanadium
BRL
1.0
ug/L
Zinc
3.28
10
ug/L
J
LCS (P9130451-113S1)
Prepared: 03/25/19 Analyzed: 03/28/19
Antimony
98.8
1.0
ug/L
100.0 99 80-120
Arsenic
100
1.0
ug/L
100.0 100 80-120
Barium
98.0
5.0
ug/L
100.0 98 80-120
Beryllium
98.5
1.0
ug/L
100.0 99 80-120
Cadmium
99.1
1.0
ug/L
100.0 99 80-120
Chromium
101
2.0
ug/L
100.0 101 80-120
Cobalt
105
1.0
ug/L
100.0 105 80-120
Copper
104
5.0
ug/L
100.0 104 80-120
Lead
102
1.0
ug/L
100.0 102 80-120
Nickel
103
2.0
ug/L
100.0 103 80-120
Selenium
98.9
5.0
ug/L
100.0 99 80-120
Silver
102
5.0
ug/L
100.0 102 80-120
Thallium
103
1.0
ug/L
100.0 103 80-120
Vanadium
101
1.0
ug/L
100.0 101 80-120
Zinc
103
10
ug/L
100.0 103 80-120
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 23 of 42

Level II QC Report
P R I IS M Full -Service Analytical 4/8/19
Environmental Solutions
. LABORATORIES, INC.
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Prism Work Order: 9030325
Attn: Brian Gant 50-02) Time Submitted: 3/20/2019 8:40:OOAM
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Total Metals - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9C0451 - 3005A
Matrix Spike (P9C0451-MS1)
Source: 9030325-01
Prepared: 03/25/19 Analyzed: 03/28/19
Antimony
103
1.0
ug/L
100.0
0.208
103
75-125
Arsenic
102
1.0
ug/L
100.0
0.301
102
75-125
Barium
200
5.0
ug/L
100.0
97.5
103
75-125
Beryllium
100
1.0
ug/L
100.0
0.0650
100
75-125
Cadmium
101
1.0
ug/L
100.0
0.180
101
75-125
Chromium
98.4
2.0
ug/L
100.0
0.348
98
75-125
Cobalt
105
1.0
ug/L
100.0
1.41
103
75-125
Copper
103
5.0
ug/L
100.0
0.376
102
75-125
Lead
102
1.0
ug/L
100.0
BRL
102
75-125
Nickel
104
2.0
ug/L
100.0
2.55
101
75-125
Selenium
99.4
5.0
ug/L
100.0
0.637
99
75-125
Silver
102
5.0
ug/L
100.0
0.0730
102
75-125
Thallium
104
1.0
ug/L
100.0
0.149
104
75-125
Vanadium
101
1.0
ug/L
100.0
BRL
101
75-125
Zinc
115
10
ug/L
100.0
15.8
100
75-125
Matrix Spike Dup (P9C0451-MSD1)
Source: 9030325-01
Prepared:
03/25/19 Analyzed: 03/28/19
Antimony
104
1.0
ug/L
100.0
0.208
104
75-125
1
20
Arsenic
101
1.0
ug/L
100.0
0.301
101
75-125
0.8
20
Barium
198
5.0
ug/L
100.0
97.5
101
75-125
1
20
Beryllium
100
1.0
ug/L
100.0
0.0650
100
75-125
0.01
20
Cadmium
103
1.0
ug/L
100.0
0.180
102
75-125
1
20
Chromium
104
2.0
ug/L
100.0
0.348
104
75-125
5
20
Cobalt
103
1.0
ug/L
100.0
1.41
102
75-125
1
20
Copper
102
5.0
ug/L
100.0
0.376
101
75-125
1
20
Lead
104
1.0
ug/L
100.0
BRL
104
75-125
1
20
Nickel
103
2.0
ug/L
100.0
2.55
100
75-125
0.6
20
Selenium
97.2
5.0
ug/L
100.0
0.637
97
75-125
2
20
Silver
103
5.0
ug/L
100.0
0.0730
103
75-125
1
20
Thallium
105
1.0
ug/L
100.0
0.149
105
75-125
0.9
20
Vanadium
106
1.0
ug/L
100.0
BRL
106
75-125
5
20
Zinc
115
10
ug/L
100.0
15.8
99
75-125
0.5
20
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 24 of 42

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/8/19
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Total Metals - Quality Control
Analyte
Project: Jackson Cty Landfill (Permit
50-02)
Project No: 50-02
Prism Work Order: 9030325
Time Submitted: 3/20/2019 8:40:OOAM
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9C0474 - 7470A
Blank (P9C0474-BLK1) Prepared &Analyzed: 03/26/19
Mercury BRL 0.20 ug/L
LCS (P9C0474-BS1) Prepared &Analyzed: 03/26/19
Mercury 9.86 0.20 ug/L 9.375 105 80-120
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 25 of 42

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/8/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Anions by Ion Chromatography - Quality Control
Prism Work Order: 9030325
Time Submitted: 3/20/2019 8:40:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO398 - NO PREP
Blank (P9C0398-BLK1)
Prepared &Analyzed: 03/20/19
Chloride
155
1000
ug/L
J
Nitrate as N
BRL
100
ug/L
Sulfate
BRL
2000
ug/L
LCS (P9130398-13S1)
Prepared &Analyzed: 03/20/19
Chloride
40700
1000
ug/L
40000 102 80-120
Nitrate as N
4000
100
ug/L
4000 100 80-120
Sulfate
40200
2100
ug/L
40000 100 80-120
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 26 of 42

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/8/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Prism Work Order: 9030325
Attn: Brian Gant 50-02) Time Submitted: 3/20/2019 8:40:OOAM
231 Haywood Street Project No: 50-02
Asheville, NC 28801
General Chemistry Parameters - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO409 - NO PREP
Blank (P9C0409-BLK1)
Prepared &Analyzed: 03/21/19
Ferrous Iron
BRL
200
ug/L
LCS (P9C0409-BS1)
Prepared &Analyzed: 03/21/19
Ferrous Iron
2010
200
ug/L
2000 100
90-110
Matrix Spike (P9C0409-MS1)
Source: 9030325-02
Prepared &Analyzed: 03/21/19
Ferrous Iron
2100
200
ug/L
2000 BRL 105
80-120
Matrix Spike Dup (P9C0409-MSD1)
Source: 9030325-02
Prepared & Analyzed: 03/21/19
Ferrous Iron
2120
200
ug/L
2000 BRL 106
80-120 0.9 20
Batch P9CO418 - 9010C
Blank (P9C0418-BLK1)
Prepared & Analyzed: 03/25/19
Cyanide
BRL
25
ug/L
LCS (P9C0418-BS1)
Prepared &Analyzed: 03/25/19
Cyanide
93.5
25
ug/L
100.0 94
85-115
Batch P9CO446 - NO PREP
Blank (P9C0446-BLK1) Prepared &Analyzed: 03/22/19
Chemical Oxygen Demand BRL 50000 ug/L
LCS (P9C0446-BS1) Prepared &Analyzed: 03/22/19
Chemical Oxygen Demand 496000 50000 ug/L 500000 99 90-110
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 27 of 42

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/8/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
General Chemistry Parameters - Quality Control
Prism Work Order: 9030325
Time Submitted: 3/20/2019 8:40:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO484 - NO PREP
Blank (P9C0484-BLK1) Prepared &Analyzed: 03/20/19
Biochemical Oxygen Demand BRL 2000 ug/L
LCS (P9C0484-BS1) Prepared &Analyzed: 03/20/19
Biochemical Oxygen Demand 178000 2000 ug/L 198000 90 84.6-115.4
Batch P9CO520 - NO PREP
Blank (P9C0520-BLK1) Prepared & Analyzed: 03/27/19
Hardness BRL 5000 ug/L
LCS (P9C0520-BSI) Prepared &Analyzed: 03/27/19
Hardness 50000 5000 ug/L 50000 100 90-110
Batch P9CO532 - SM4500-S C
Blank (P9C0532-BLK1) Prepared & Analyzed: 03/26/19
Sulfide BRL 2000 ug/L
LCS (P9C0532-BSI) Prepared &Analyzed: 03/26/19
Sulfide 8000 2000 ug/L 10000 80 70-130
Batch P9CO574 - NO PREP
Blank (P9C0574-BLK1) Prepared & Analyzed: 03/29/19
Total Alkalinity to pH 4.5 BRL 5000 ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 28 of 42

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/8/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
General Chemistry Parameters - Quality Control
Prism Work Order: 9030325
Time Submitted: 3/20/2019 8:40:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO574 - NO PREP
LCS (P9C0574-BS1) Prepared &Analyzed: 03/29/19
Total Alkalinity to pH 4.5 255000 5000 ug/L 250000 102 90-110
Duplicate (P9C0574-DUP1) Source: 9030325-01 Prepared & Analyzed: 03/29/19
Total Alkalinity to pH 4.5 86100 5000 ug/L 83600 3 20
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 29 of 42

Sample Extraction Data
Prep Method: 9010C
Lab Number
Batch
Initial
Final
Date/Time
9030325-01
P9C0418
50
mL
50 mL
03/25/19 7:20
9030325-02
P9C0418
50
mL
50 mL
03/25/19 7:20
Prep Method: SM4500-S C
Lab Number
Batch
Initial
Final
Date/Time
9030325-01
P9C0532
200
mL
200 mL
03/26/19 12:45
9030325-02
P9C0532
200
mL
200 mL
03/26/19 12:45
Prep Method: 3005A
Lab Number
Batch
Initial
Final
DatelTime
9030325-01
P9C0451
50
mL
50 mL
03/25/19 7:25
9030325-02
P9C0451
50
mL
50 mL
03/25/19 7:25
9030325-03
P9C0451
50
mL
50 mL
03/25/19 7:25
Prep Method: 7470A
Lab Number
Batch
Initial
Final
DatelTime
9030325-01
P9C0474
20
mL
30 mL
03/26/19 8:25
9030325-02
P9C0474
20
mL
30 mL
03/26/19 8:25
9030325-03
P9C0474
20
mL
30 mL
03/26/19 8:25
Prep Method: 5030B
Lab Number
Batch
Initial
Final
Date/Time
9030325-01
P9C0443
10
mL
10 mL
03/22/19 9:17
9030325-02
P9C0443
10
mL
10 mL
03/22/19 9:17
9030325-03
P9C0443
10
mL
10 mL
03/22/19 9:17
9030325-04
P9C0443
10
mL
10 mL
03/22/19 9:17
9030325-05
P9C0443
10
mL
10 mL
03/22/19 9:17
Prep Method: 5030B
Lab Number
Batch
Initial
Final
DatelTime
9030325-01
P9C0573
5
mL
5 mL
03/28/19 9:42
9030325-02
P9C0573
5
mL
5 mL
03/28/19 9:42
9030325-03
P9C0573
5
mL
5 mL
03/28/19 9:42
9030325-04
P9C0573
5
mL
5 mL
03/28/19 9:42
9030325-05
P9C0573
5
mL
5 mL
03/28/19 9:42
Subcontracted Analyses
The following analyses
were subcontracted to Gulf Coast
Analytical Labs, Inc.
Lab Number
Analysis
9030325-01
TOC (Sub)
9030325-02
TOC (Sub)
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 30 of 42

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ACCESS
ANALYTICAL, INC.
ANALYTICAL REPORT
CLIENT
Prism Laboratories
PO Box 240543
Charlotte, NC 28224
ATTENTION
RobbiJones
PROJECTID
9030325
LABORATORY REPORT NUMBER
219032140
DATE
03/26/2019
Primary Data Review By
Authorized Signature
PLEASE NOTE:
Secondary Data Review By
Ashley B. ,Amick
Project Manager, Access Analytical, Inc.
[e-mail]
- Unless otherwise noted, all analysis on this report performed at Gulf Coast Analytical Labs (GCAL),
7979 Innovation Park Dr., Baton Rouge, LA 70820.
- GCAL is SCDHEC certified laboratory # 73006, NCDENR certified lab # 618, GA certified lab # LA-01955,
NELAP certified laboratory # 01955
- Local support services for this project are provided by Access Analytical, Inc.. Access Analytical is a
representative of GCAL serving clients in the SC/NC/GA areas. All questions regarding this report should be
directed to your local Access Analytical representative at 803.781 4243 or toll free at 888.315.4243.
Lab Report#: 219032140
Page 1 of 11
Page 32 of 42

# GCA&L
LELAP CERTIFICATE NUMBER: 01955
DOD-ELAP ACCREDITATION NUMBER: 74960
ANALYTICAL RESULTS
Deliver To
Robbi Jones
Prism Laboratories
PO Box 240543
Charlotte, NC 28224
800-529-6364
PJ LA
Testing
DoD F.tAP
PERFORMED BY
GCAL, LLC
7979 Innovation Park Dr.
Baton Rouge, LA 70820
[phone]
Report Date 03/26/2019
GCAL Report 219032100
�1�11
III �11 111 III u �1�11 111�1 �1� III
Project 9030325
Additional Recipients
NONE
N14
N ISO ,V
�17025���
4+ti�p FCCAte)z�;e`
Lab Report#: 219032140 Page 2 of 11
Page 33 of 42

Ifqk GC&L Report#: 219032140
ProjectID: 9030325
Laboratory Endorsement
Report Date: 03/26/2019
Sample analysis was performed in accordance with approved methodologies provided by the Environmental Protection Agency or other recognized
agencies. The samples and their corresponding extracts will be maintained for a period of 30 days unless otherwise arranged. Following this
retention period the samples will be disposed in accordance with GCAL's Standard Operating Procedures.
Common Abbreviations that may be Utilized in this Report
ND Indicates the result was Not Detected at the specified reporting limit
NO Indicates the sample did not ignite when preliminary test performed for EPA Method 1030
DO Indicates the result was Diluted Out
MI Indicates the result was subject to Matrix Interference
TNTC Indicates the result was Too Numerous To Count
SUBC Indicates the analysis was Sub -Contracted
FLD Indicates the analysis was performed in the Field
DL Detection Limit
LOD Limit of Detection
LOQ Limit of Quantitation
RE Re -analysis
CIF HPLC or GC Confirmation
00:01 Reported as a time equivalent to 12:00 AM
Reporting Flags that may be Utilized in this Report
J or t Indicates the result is between the MDL and LOQ
J DOD flag on analyte in the parent sample for MS/MSD outside acceptance criteria
U Indicates the compound was analyzed for but not detected
B or V Indicates the analyte was detected in the associated Method Blank
Q Indicates a non -compliant QC Result (See Q Flag Application Report)
* Indicates a non -compliant or not applicable QC recovery or RPD — see narrative
E Organics - The result is estimated because it exceeded the instrument calibration range
E Metals - % diference for the serial dilution is > 10%
L Reporting Limits adjusted to meet risk -based limit.
P RPD between primary and confirmation result is greater than 40
DL Diluted analysis — when appended to Client Sample ID
Sample receipt at GCAL is documented through the attached chain of custody. In accordance with NELAC, this report shall be reproduced only in
full and with the written permission of GCAL. The results contained within this report relate only to the samples reported. The documented results
are presented within this report.
This report pertains only to the samples listed in the Report Sample Summary and should be retained as a permanent record thereof. The results
contained within this report are intended for the use of the client. Any unauthorized use of the information contained in this report is prohibited.
I certify that this data package is in compliance with The NELAC Institute (TNI) Standard 2009 and terms and conditions of the contract and
Statement of Work both technically and for completeness, for other than the conditions in the case narrative. Release of the data contained in this
hardcopy data package and in the computer readable data submitted has been authorized by the Quality Assurance Manager or his/her designee,
as verified by the following signature.
Estimated uncertainty of measurement is available upon request. This report is in compliance with the DOD QSM as specified in the contract if
applicable.
Authorized Signature
GCAL Report 219032140
Lab Report#: 219032140 Page 3 of 11
Page 34 of 42

41%
Report#: 219032140
Project ID: 9030325
Certifications
Report Date: 03/26/2019
Certification
Certification Number
DOD ELAP
74960
Alabama
01955
Arkansas
88-0655
Colorado
01955
Delaware
01955
Florida
E87854
Georgia
01955
Hawaii
01955
Idaho
01955
Illinois
200048
Indiana
01955
Kansas
E-10354
Kentucky
95
Louisiana
01955
Maryland
01955
Massachusetts
01955
Michigan
01955
Mississippi
01955
Missouri
01955
Montana
N/A
Nebraska
01955
New Mexico
01955
North Carolina
618
North Dakota
R-195
Oklahoma
9403
South Carolina
73006001
South Dakota
01955
Tennessee
01955
Texas
T104704178
Vermont
01955
Virginia
460215
Washin ton
C929
USDA Soil Permit
P330-16-00234
Lab Report#: 219032140
Page 4 of 11
Page 35 of 42

Client: Access Analytical
Report#: 219032140
Project ID: 9030325
Report: 219032140
Case Narrative
Gulf Coast Analytical Laboratories received and analyzed the sample(s) listed
on the Report Sample Summary page of this report. Receipt of the sample(s) is documented
by the attached chain of custody. This applies only to the sample(s) listed in this report.
No sample integrity or quality control exceptions were identified unless noted below.
No anomalies were found for the analyzed sample(s).
Report Date: 03/26/2019
Lab Report#: 219032140 Page 5 of 11
Page 36 of 42

o GCALL
af i .
GCAL ID Client ID
21903214001 MW-04
21903214002 MW-07
Report#: 219032140
Project ID: 9030325
Sample Summary
Matrix Collect Date/Time
Water 03/19/201910:57
Water 03/19/201912:35
Report Date: 03/26/2019
Receive Date/Time
03/21/2019 10:00
03/21 /2019 10:00
Lab Report#: 219032140
Page 6 of 11
Page 37 of 42

4� GCAL Report#: 219032140
ProjectID: 9030325
Summary of Compounds Detected
No analytes were detected for analyses performed by GCAL.
Report Date: 03/26/2019
Lab Report#: 219032140 Page 7 of 11
Page 38 of 42

4 GCAL Report#: 219032140
Project 9030325
Sample Results
Report Date: 03/26/2019
Collect Date 03/19/2019 10:57 GCAL ID 21903214001
MW-�4 Receive Date 03/21/2019 10:00 Matrix Water
SM 5310 B-2011
Prep Date Prep Batch Prep Method Dilution Analysis Date By Analytical Batch
NA NA NA 2 03/23/2019 02:30 PLH 656417
CAS# Parameter
C-012 Total Organic Carbon
Result
DL
LOQ
Units
0.6000
0.600
4.00
mg/L
MW-07 Collect Date 03/19/2019 12:35 GCAL ID 21903214002
Receive Date 03/21/2019 10:00 Matrix Water
SM 5310 B-2011
Prep Date Prep Batch Prep Method Dilution Analysis Date By Analytical Batch
NA NA NA 2 03/23/2019 02:47 PLH 656417
CAS# Parameter
C-012 Total Organic Carbon
Result DL LOQ Units
0.6000 0.600 4.00 mg/L
Lab Report#: 219032140
Page 8 of 11
Page 39 of 42

Report#: 219032140
Project ID: 9030325
General Chemistry QC Summary
Report Date: 03/26/2019
Analytical Batch Client ID
MB656417
LCS656417
LCSD656417
656417 GCALID
1908202
1908203
1908611
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
03/22/2019 17:03
03/22/2019 11:28
03/22/2019 22:27
Matrix
Water
Water
Water
SM 5310 B-2011
Units mg/L
Spike
Result %R
Control
Spike
Result
%R
RPD
RPD
Result DL
Added
Limits%R
Added
Limit
Total Organic Carbon C-012
ND 0.3 00
50.01
49.6199
1 90 - 110
1 50.01
49.6
991
0
20
Lab Report#: 219032140 Page 9 of 11
Page 40 of 42

a
a)tD
O
O
M
I
Client ioi 4565 - Access Analytical
�/ �(� `►" `�`�A (" SSG: 219032140
PRISMR n I Full-ScrWce Anall,llcal 8 PW DLL
`~ J I V I Environmental Solutions
LA&IUEMI INC
SUBCONTRACT ORDER
0:101icatiun: ! LAC USA('L
Prism Laboratories, Inc. N[ SC'^ 0111cr _
9030325 NIA�
.I .'irti„. 1,,�IiURaT1SR �• 1ECL'1 NC, LABORATORY,
Prism Lahominrics, Inc Gulf Coast Analytical Labs, Inc. 4 ' (� • aQ
P. O. Box 240543 10781 Coarsey Blvd I 1 1
Charlotte, NC 28224-0543 Mmi Rouge, LA 70816 (? jV\
Phone:[phone] Phanc:[phone] /
Fnx:704-525-0409 rax: [phone]
Project M; n3pr. Rabbi A. Jones —04- -
An klrli• Due V,puri t.+4ni a:mr fD Comments
S..ir1,• 1D:903032541 Water 6-000d:03119/19 10:57 M W r 6 1
TOC (Suh) 04/16119 I0:37
Cnntabtem S:gy lied. .J1 ^ A m6v V A A' O
�
Sample I DI 0030325-u; Water I t.am;1.4: Off III 4 12:3S
TOC (Sub) W/I (d 19 12:35
Caruni w75iipldial:
` r [-a
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Page 41 of 42

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Page 42 of 42 1

LP R I S M Full -Service Analytical &
Environmental Solutions
LABORATORIES, INC.
Anchor QEA of North Carolina, PLLC
Brian Gant
231 Haywood Street
Asheville, NC 28801
NC Certification No. 402
NC Drinking Water Cert No. 37735
SC Certification No. 99012
Project: Jackson Cty Landfill (Permit 50-02)
Project No.: 50-02
Lab Submittal Date: 03/21/2019
Prism Work Order: 9030340
Case Narrative
4/3/19 14:20
This data package contains the analytical results for the project identified above and includes a Case Narrative, Sample
Results and Chain of Custody. Unless otherwise noted, all samples were received in acceptable condition and processed
according to the referenced methods.
Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case
narrative.
Narrative Notes:
TOC analysis was subcontracted to GCAL. Laboratory report is attached.
Prism Summary of Detections does not include subcontracted data.
Please call if you have any questions relating to this analytical report.
Respectfully,
PRISM LABORATORIES, INC.
&.I-
RobbiA.Jones Reviewed By Robbi A. Jones
President/Project Manager President/Project Manager
Data Qualifiers Key Reference:
J Detected but below the Reporting Limit; therefore, result is an estimated concentration (CLP J-Flag).
BRL Below Reporting Limit
MDL Method Detection Limit
RPD Relative Percent Difference
* Results reported to the reporting limit. All other results are reported to the MDL with values between MDL and
reporting limit indicated with a J.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 1 of 39

Sample Receipt Summary
Full -Service Analytical R
S
fflyaR I M Environmental Solutions
04/03/2019
LABORATORIES, INC.
Prism Work Order: 9030340
Client Sample ID
Lab Sample ID
Matrix
Date/Time Sampled Date/Time Received
MW-05R
9030340-01
Water
03/20/19 10:40 03/21/19 8:15
MW-03
9030340-02
Water
03/20/19 12:02 03/21/19 8:15
SW-02
9030340-03
Water
03/20/19 13:45 03/21/19 8:15
Trip Blank-20190320
9030340-04
Water
03/20/19 0:00 03/21/19 8:15
Samples were received in good condition at 3.4 degrees C unless otherwise noted.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 2 of 39

/r P R I S M Full -Service Analytical s
Environmental Solutions
LABORATOR
Summary of Detections
04/03/201S
Prism Work Order: 9030340
Prism ID
Client ID
Parameter
Method
Result
Units
9030340-01
MW-05R
Chloride
9056A
44000
ug/L
9030340-01
MW-05R
Nitrate as N
9056A
100
ug/L
9030340-01
MW-05R
Biochemical Oxygen Demand
SM5210 B
4400
ug/L
9030340-01
MW-05R
Chemical Oxygen Demand
SM5220 D
44000
J
ug/L
9030340-01
MW-05R
Total Alkalinity to pH 4.5
SM2320 B
330000
ug/L
9030340-01
MW-05R
Arsenic
6020B
0.59
J
ug/L
9030340-01
MW-05R
Barium
6020B
150
ug/L
9030340-01
MW-05R
Cadmium
6020B
0.28
J
ug/L
9030340-01
MW-05R
Chromium
6020B
0.97
J
ug/L
9030340-01
MW-05R
Cobalt
6020B
9.4
ug/L
9030340-01
MW-05R
Copper
6020B
2.5
J
ug/L
9030340-01
MW-05R
Lead
6020B
0.37
J
ug/L
9030340-01
MW-05R
Nickel
6020B
3.0
ug/L
9030340-01
MW-05R
Vanadium
6020B
0.98
J
ug/L
9030340-01
MW-05R
Zinc
6020B
20
ug/L
9030340-01
MW-05R
1,4-Dichlorobenzene
8260B
5.4
ug/L
9030340-01
MW-05R
Acetone
8260B
11
ug/L
9030340-01
MW-05R
Benzene
8260B
1.4
ug/L
9030340-01
MW-05R
Chlorobenzene
8260B
7.2
ug/L
9030340-01
MW-05R
cis-1,2-Dichloroethylene
8260B
4.2
ug/L
9030340-01
MW-05R
Vinyl chloride
8260B
2.7
ug/L
9030340-01
MW-05R
1,4-Dioxane
8260B SIM
4.3
ug/L
9030340-02
MW-03
Chloride
9056A
20000
ug/L
9030340-02
MW-03
Nitrate as N
9056A
3400
ug/L
9030340-02
MW-03
Sulfate
9056A
7200
ug/L
9030340-02
MW-03
Biochemical Oxygen Demand
SM5210 B
1900
J
ug/L
9030340-02
MW-03
Chemical Oxygen Demand
SM5220 D
48000
J
ug/L
9030340-02
MW-03
Ferrous Iron
SM3500-Fe D
150
J
ug/L
9030340-02
MW-03
Sulfide
SM4500-S F
1400
J
ug/L
9030340-02
MW-03
Total Alkalinity to pH 4.5
SM2320 B
170000
ug/L
9030340-02
MW-03
Mercury
7470A
0.042
J
ug/L
9030340-02
MW-03
Antimony
6020B
0.22
J
ug/L
9030340-02
MW-03
Arsenic
6020B
0.98
J
ug/L
9030340-02
MW-03
Barium
6020B
160
ug/L
9030340-02
MW-03
Beryllium
6020B
0.060
J
ug/L
9030340-02
MW-03
Cadmium
6020B
0.23
J
ug/L
9030340-02
MW-03
Chromium
6020B
5.6
ug/L
9030340-02
MW-03
Cobalt
6020B
3.5
ug/L
9030340-02
MW-03
Copper
6020B
10
ug/L
9030340-02
MW-03
Lead
6020B
0.81
J
ug/L
9030340-02
MW-03
Nickel
6020B
8.7
ug/L
9030340-02
MW-03
Vanadium
6020E
3.3
ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 3 of 39

/P R I S Full -Service Analytical
Environmental Solutions
� LABORATORIES, INC.
Summary of Detections
04/03/201S
Prism Work Order: 9030340
Prism ID
Client ID
Parameter
Method
Result
Units
9030340-02
MW-03
Zinc
6020B
27
ug/L
9030340-02
MW-03
Acetone
8260B
8.3
ug/L
9030340-02
MW-03
m,p-Xylenes
8260B
0.42
J
ug/L
9030340-02
MW-03
Xylenes, total
8260B
0.42
J
ug/L
9030340-02
MW-03
1,4-Dioxane
8260B SIM
1.8
J
ug/L
9030340-03
SW-02
Hardness
SM2340 C
6500
ug/L
9030340-03
SW-02
Arsenic
6020B
0.15
J
ug/L
9030340-03
SW-02
Barium
6020B
13
ug/L
9030340-03
SW-02
Chromium
6020B
0.76
J
ug/L
9030340-03
SW-02
Cobalt
6020B
0.16
.1
ug/L
9030340-03
SW-02
Copper
6020B
0.66
J
ug/L
9030340-03
SW-02
Lead
6020B
0.20
J
ug/L
9030340-03
SW-02
Vanadium
6020B
0.54
J
ug/L
9030340-03
SW-02
Zinc
6020B
15
ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 4 of 39

%j6P R I S M Full -Service Analytical
Environmental Solutions
LABORATORIES, INC.
Laboratory Report
04/03/2019
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Client Sample ID: MW-05R
Prism Sample ID: 9030340-01
Prism Work Order: 9030340
Time Collected: 03/20/19 10:40
Time Submitted: 03/21/19 08:15
Parameter
Result
Units
SWSL
Report
Limit
MDL
Dilution
Factor
Method
Analysis Analyst
Date/Time
Batch
ID
Anions by Ion Chromatography
Chloride
44000
ug/L
NE
1000
120
1
9056A
3/21/19 14:51 BMS
P9C0438
Nitrate as N
100
ug/L
10000
100
41
1
9056A
3/21/19 14:51 BMS
P9C0438
Sulfate
<490
ug/L
250000
2000
490
1
9056A
3/21/19 14:51 BMS
P9C0438
General Chemistry Parameters
Biochemical Oxygen Demand
4400
ug/L
NE
2000
200
1
SM5210 B
3/22/19 10:12 CBM
P9C0550
Chemical Oxygen Demand
44000 J
ug/L
NE
50000
17000
1
SM5220 D
3/22/19 12:44 SLS
P9C0446
Cyanide
<5.0
ug/L
10
25
5.0
5
9014
3/25/19 14:35 BMS
P9C0418
Ferrous Iron
<46
ug/L
NE
200
46
1
SM3500-Fe D
3/21/19 13:45 BMS
P9C0407
Sulfide
<830
ug/L
1000
2000
830
1
SM4500-S F
3/26/19 12:45 CBM
P9C0532
Total Alkalinity to pH 4.5
330000
ug/L
NE
5000
770
1
SM2320 B
3/29/19 10:10 CLB
P9C0574
Total Metals
Mercury
<0.036
ug/L
0.2
0.20
0.036
1
7470A
3/26/19 12:59 MMR
P9C0474
Antimony
<0.19
ug/L
6
1.0
0.19
1
6020B
3/28/19 17:30 JAB
P9C0451
Arsenic
0.59
J
ug/L
10
1.0
0.031
1
6020B
3/28/19 17:30 JAB
P9C0451
Barium
150
ug/L
100
5.0
0.97
1
6020B
3/28/19 17:30 JAB
P9C0451
Beryllium
<0.057
ug/L
1
1.0
0.057
1
6020B
3/28/19 17:30 JAB
P9C0451
Cadmium
0.28
J
ug/L
1
1.0
0.078
1
6020B
3/28/19 17:30 JAB
P9C0451
Chromium
0.97
J
ug/L
10
2.0
0.19
1
6020B
3/28/19 17:30 JAB
P9C0451
Cobalt
9.4
ug/L
10
1.0
0.0071
1
6020B
3/28/19 17:30 JAB
P9C0451
Copper
2.5
J
ug/L
10
5.0
0.22
1
6020B
3/28/19 17:30 JAB
P9C0451
Lead
0.37
J
ug/L
10
1.0
0.093
1
6020B
3128/19 17:30 JAB
P9C0451
Nickel
3.0
ug/L
50
2.0
0.85
1
6020B
3/28/19 17:30 JAB
P9C0451
Selenium
<0.63
ug/L
10
5.0
0.63
1
6020B
3/28/19 17:30 JAB
P9C0451
Silver
<0.063
ug/L
10
5.0
0.063
1
6020B
3/28/19 17:30 JAB
P9C0451
Thallium
<0.099
ug/L
5.5
1.0
0.099
1
6020B
3/28/19 17:30 JAB
P9C0451
Vanadium
0.98
J
ug/L
25
1.0
0.10
1
6020B
3/28/19 17:30 JAB
P9C0451
Zinc
20
ug/L
10
10
2.8
1
6020B
3/28/19 17:30 JAB
P9C0451
Volatile Organic Compounds by GC/MS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/28/19 16:55 KDM
P9C0555
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/28/19 16:55 KDM
P9C0555
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/28/19 16:55 KDM
P9C0555
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/28/19 16:55 KDM
P9C0555
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260B
3/28/19 16:55 KDM
P9C0555
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/28/19 16:55 KDM
P9C0555
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/28/19 16:55 KDM
P9C0555
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/28/19 16:55 KDM
P9C0555
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/28/19 16:55 KDM
P9C0555
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 5 of 39

Full -Service Analytical &
P R S M Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/03/2019
Client Sample ID: MW-05R
Prism Sample ID: 9030340-01
Prism Work Order: 9030340
Time Collected: 03/20/19 10:40
Time Submitted: 03/21/19 08:15
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260B
3/28/19 16:55 KDM
P9C0555
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/28/19 16:55 KDM
P9C0555
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/28/19 16:55 KDM
P9C0555
1,4-Dichlorobenzene
5.4
ug/L
1
0.50
0.050
1
8260B
3/28/19 16:55 KDM
P9C0555
Acetone
11
ug/L
100
5.0
0.31
1
8260B
3/28/19 16:55 KDM
P9C0555
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/28/19 16:55 KDM
P9C0555
Benzene
1.4
ug/L
1
0.50
0.048
1
8260B
3/28/19 16:55 KDM
P9C0555
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/28/19 16:55 KDM
P9C0555
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/28/19 16:55 KDM
P9C0555
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/28/19 16:55 KDM
P9C0555
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/28/19 16:55 KDM
P9C0555
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/28/19 16:55 KDM
P9C0555
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/28/19 16:55 KDM
P9C0555
Chlorobenzene
7.2
ug/L
3
0.50
0.062
1
8260B
3/28/19 16:55 KDM
P9C0555
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260B
3/28/19 16:55 KDM
P9C0555
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/28/19 16:55 KDM
P9C0555
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/28/19 16:55 KDM
P9C0555
cis-1,2-Dichloroethylene
4.2
ug/L
5
0.50
0.056
1
8260B
3/28/19 16:55 KDM
P9C0555
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/28/19 16:55 KDM
P9C0555
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/28/19 16:55 KDM
P9C0555
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/28/19 16:55 KDM
P9C0555
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/28/19 16:55 KDM
P9C0555
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260B
3/28/19 16:55 KDM
P9C0555
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/28/19 16:55 KDM
P9C0555
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/28/19 16:55 KDM
P9C0555
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/28/19 16:55 KDM
P9C0555
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/28/19 16:55 KDM
P9C0555
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260B
3/28/19 16:55 KDM
P9C0555
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260B
3/28/19 16:55 KDM
P9C0555
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/28/19 16:55 KDM
P9C0555
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/28/19 16:55 KDM
P9C0555
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/28/19 16:55 KDM
P9C0555
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/28/19 16:55 KDM
P9C0555
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/28/19 16:55 KDM
P9C0555
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/28/19 16:55 KDM
P9C0555
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/28/19 16:55 KDM
P9C0555
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260B
3/28/19 16:55 KDM
P9C0555
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 6 of 39

�Full-Service Analytical s
P R I S M
Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/03/2019
Client Sample ID: MW-05R
Prism Sample ID: 9030340-01
Prism Work Order: 9030340
Time Collected: 03/20/19 10:40
Time Submitted: 03/21/19 08:15
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062 1
8260B
3/28/19 16:55 KDM
P9C0555
Vinyl acetate
<0.060
ug/L
50
2.0
0.060 1
8260B
3/28/19 16:55 KDM
P9C0555
Vinyl chloride
2.7
ug/L
1
0.50
0.097 1
8260B
3/28/19 16:55 KDM
P9C0555
Xylenes, total
<0.15
ug/L
5
1.5
0.15 1
8260B
3/28/19 16:55 KDM
P9C0555
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
101 % 80-124
Dibromofluoromethane
100 % 75-129
Toluene-d8
90 % 77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane 4.3
ug/L 10 3.0 0.14 1 8260B SIM 3/28/19 14:54 JLB P9C0573
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 7 of 39

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
04/03/2019
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Client Sample ID: MW-03
Prism Sample ID: 9030340-02
Prism Work Order: 9030340
Time Collected: 03/20/19 12:02
Time Submitted: 03/21/19 08:15
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Anions by Ion Chromatography
Chloride
20000
ug/L
NE
1000
120
1
9056A
3/21/19 14:02 BMS
P9C0438
Nitrate as N
3400
ug/L
10000
100
41
1
9056A
3/21/19 14:02 BMS
P9C0438
Sulfate
7200
ug/L
250000
2000
490
1
9056A
3/21/19 14:02 BMS
P9C0438
General Chemistry Parameters
Biochemical Oxygen Demand
1900
J
ug/L
NE
2000
200
1
SM5210 B
3/22/19 10:12 CBM
P9C0550
Chemical Oxygen Demand
48000
J
ug/L
NE
50000
17000
1
SM5220 D
3/22/19 12:44 SLS
P9C0446
Cyanide
<5.0
ug/L
10
25
5.0
5
9014
3/25/19 14:35 BMS
P9C0418
Ferrous Iron
150
J
ug/L
NE
200
46
1
SM3500-Fe D
3/21/19 13:45 BMS
P9C0407
Sulfide
1400
J
ug/L
1000
2000
830
1
SM4500-S F
3/26/19 12:45 CBM
P9C0532
Total Alkalinity to pH 4.5
170000
ug/L
NE
5000
770
1
SM2320 B
3/29/19 10:10 CLB
P9C0574
Total Metals
Mercury
0.042
J
ug/L
0.2
0.20
0.036
1
7470A
3/26/19 13:02 MMR
P9C0474
Antimony
0.22
J
ug/L
6
1.0
0.19
1
6020B
3/28/19 17:37 JAB
P9C0451
Arsenic
0.98
J
ug/L
10
1.0
0.031
1
6020B
3/28/19 17:37 JAB
P9C0451
Barium
160
ug/L
100
5.0
0.97
1
6020B
3/28/19 17:37 JAB
P9C0451
Beryllium
0.060
J
ug/L
1
1.0
0.057
1
6020B
3/28/19 17:37 JAB
P9C0451
Cadmium
0.23
J
ug/L
1
1.0
0.078
1
6020B
3/28/19 17:37 JAB
P9C0451
Chromium
5.6
ug/L
10
2.0
0.19
1
6020B
3/28/19 17:37 JAB
P9C0451
Cobalt
3.5
ug/L
10
1.0
0.0071
1
6020B
3/28/19 17:37 JAB
P9C0451
Copper
10
ug/L
10
5.0
0.22
1
6020B
3/28/19 17:37 JAB
P9C0451
Lead
0.81
J
ug/L
10
1.0
0.093
1
6020B
3/28/19 17:37 JAB
P9C0451
Nickel
8.7
ug/L
50
2.0
0.85
1
6020B
3/28/19 17:37 JAB
P9C0451
Selenium
<0.63
ug/L
10
5.0
0.63
1
6020B
3/28/19 17:37 JAB
P9C0451
Silver
<0.063
ug/L
10
5.0
0.063
1
6020B
3/28/19 17:37 JAB
P9C0451
Thallium
<0.099
ug/L
5.5
1.0
0.099
1
6020B
3/28/19 17:37 JAB
P9C0451
Vanadium
3.3
ug/L
25
1.0
0.10
1
6020B
3/28/19 17:37 JAB
P9C0451
Zinc
27
ug/L
10
10
2.8
1
6020B
3/28/19 17:37 JAB
P9C0451
Volatile Organic Compounds by GC/MS
1,1,1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/28/19 17:20 KDM
P9C0555
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/28/19 17:20 KDM
P9C0555
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/28/19 17:20 KDM
P9C0555
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/28/19 17:20 KDM
P9C0555
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260B
3/28/19 17:20 KDM
P9C0555
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/28/19 17:20 KDM
P9C0555
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/28/19 17:20 KDM
P9C0555
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/28/19 17:20 KDM
P9C0555
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/28/19 17:20 KDM
P9C0555
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 8 of 39

Full -Service Analytical &
P R S M Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/03/2019
Client Sample ID: MW-03
Prism Sample ID: 9030340-02
Prism Work Order: 9030340
Time Collected: 03/20/19 12:02
Time Submitted: 03/21/19 08:15
Parameter
Result Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260B
3/28/19 17:20 KDM
P9C0555
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/28/19 17:20 KDM
P9C0555
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/28/19 17:20 KDM
P9C0555
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260B
3/28/19 17:20 KDM
P9C0555
Acetone
8.3
ug/L
100
5.0
0.31
1
8260B
3/28/19 17:20 KDM
P9C0555
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/28/19 17:20 KDM
P9C0555
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260B
3/28/19 17:20 KDM
P9C0555
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/28/19 17:20 KDM
P9C0555
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/28/19 17:20 KDM
P9C0555
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/28/19 17:20 KDM
P9C0555
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/28/19 17:20 KDM
P9C0555
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/28/19 17:20 KDM
P9C0555
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/28/19 17:20 KDM
P9C0555
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260B
3/28/19 17:20 KDM
P9C0555
Chloroethane
<0,22
ug/L
10
0.50
0.22
1
8260B
3/28/19 17:20 KDM
P9C0555
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/28/19 17:20 KDM
P9C0555
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/28/19 17:20 KDM
P9C0555
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260B
3/28/19 17:20 KDM
P9C0555
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/28/19 17:20 KDM
P9C0555
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/28/19 17:20 KDM
P9C0555
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/28/19 17:20 KDM
P9C0555
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/28/19 17:20 KDM
P9C0555
m,p-Xylenes
0.42
j ug/L
NE
1.0
0.12
1
8260B
3/28/19 17:20 KDM
P9C0555
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/28/19 17:20 KDM
P9C0555
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/28/19 17:20 KDM
P9C0555
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/28/19 17:20 KDM
P9C0555
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/28/19 17:20 KDM
P9C0555
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260B
3/28/19 17:20 KDM
P9C0555
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260B
3/28/19 17:20 KDM
P9C0555
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/28/19 17:20 KDM
P9C0555
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/28/19 17:20 KDM
P9C0555
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/28/19 17:20 KDM
P9C0555
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/28/19 17:20 KDM
P9C0555
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/28/19 17:20 KDM
P9C0555
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/28/19 17:20 KDM
P9C0555
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/28/19 17:20 KDM
P9C0555
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260B
3/28/19 17:20 KDM
P9C0555
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 9 of 39

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/03/2019
Client Sample ID: MW-03
Prism Sample ID: 9030340-02
Prism Work Order: 9030340
Time Collected: 03/20/19 12:02
Time Submitted: 03/21/19 08:15
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260B 3/28/19 17:20 KDM
P9C0555
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260B 3/28/19 17:20 KDM
P9C0555
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260B 3/28/19 17:20 KDM
P9C0555
Xylenes, total
0.42 J
ug/L
5
1.5
0.15
1
8260B 3/28/19 17:20 KDM
P9C0555
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
100 % 80-124
Dibromofluoromethane
101 % 75-129
Toluene-d8
95 % 77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
1.8 J
ug/L
10
3.0
0.14
1
8260B SIM 3/28/19 15:19 JLB
P9C0573
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 10 of 39

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
04/03/2019
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Client Sample ID: SW-02
Prism Sample ID: 9030340-03
Prism Work Order: 9030340
Time Collected: 03/20/19 13:45
Time Submitted: 03/21/19 08:15
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
General Chemistry Parameters
Hardness 6500 ug/L 5000 570 1 SM2340 C 3/27/19 10:29 BMS P9C0520
Total Metals
Mercury
<0.036
ug/L
0.2
0.20
0.036
1
7470A
3/26/19 13:06 MMR
P9C0474
Antimony
<0.19
ug/L
6
1.0
0.19
1
6020B
3/28/19 17:43 JAB
P9C0451
Arsenic
0.15
J
ug/L
10
1.0
0.031
1
6020B
3/28/19 17:43 JAB
P9C0451
Barium
13
ug/L
100
5.0
0.97
1
6020B
3/28/19 17:43 JAB
P9C0451
Beryllium
<0.057
ug/L
1
1.0
0.057
1
6020B
3/28/19 17:43 JAB
P9C0451
Cadmium
<0.078
ug/L
1
1.0
0.078
1
6020B
3/28/19 17:43 JAB
P9C0451
Chromium
0.76
J
ug/L
10
2.0
0.19
1
6020B
3/28/19 17:43 JAB
P9C0451
Cobalt
0.16
J
ug/L
10
1.0
0.0071
1
6020B
3/28/19 17:43 JAB
P9C0451
Copper
0.66
J
ug/L
10
5.0
0.22
1
6020B
3/28/19 17:43 JAB
P9C0451
Lead
0.20
J
ug/L
10
1.0
0.093
1
6020B
3/28/19 17:43 JAB
P9C0451
Nickel
<0.85
ug/L
50
2.0
0.85
1
6020B
3/28/19 17:43 JAB
P9C0451
Selenium
<0.63
ug/L
10
5.0
0.63
1
6020B
3/28/19 17:43 JAB
P9C0451
Silver
<0.063
ug/L
10
5.0
0.063
1
6020B
3/28/19 17:43 JAB
P9C0451
Thallium
<0.099
ug/L
5.5
1.0
0.099
1
6020B
3/28/19 17:43 JAB
P9C0451
Vanadium
0.54
J
ug/L
25
1.0
0.10
1
6020B
3/28/19 17:43 JAB
P9C0451
Zinc
15
ug/L
10
10
2.8
1
6020B
3/28/19 17:43 JAB
P9C0451
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/28/19 17:46 KDM
P9C0555
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/28/19 17:46 KDM
P9C0555
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/28/19 17:46 KDM
P9C0555
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/28/19 17:46 KDM
P9C0555
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260B
3/28/19 17:46 KDM
P9C0555
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/28/19 17:46 KDM
P9C0555
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/28/19 17:46 KDM
P9C0555
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/28/19 17:46 KDM
P9C0555
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/28/19 17:46 KDM
P9C0555
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260B
3/28/19 17:46 KDM
P9C0555
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/28/19 17:46 KDM
P9C0555
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/28/19 17:46 KDM
P9C0555
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260B
3/28/19 17:46 KDM
P9C0555
Acetone
<0.31
ug/L
100
5.0
0.31
1
8260B
3/28/19 17:46 KDM
P9C0555
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/28/19 17:46 KDM
P9C0555
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260B
3/28/19 17:46 KDM
P9C0555
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/28/19 17:46 KDM
P9C0555
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 11 of 39

Laboratory Report
Full -Service
P R S M
Analytical &
Environmental
LABORATORIES INC.
Solutions
04/03/2019
Anchor QEA of North Carolina, PLLC
Project: Jackson Cty Landfill (Permit
Client Sample ID:
SW-02
Attn: Brian Gant
50-02)
Prism Sample ID:
9030340-03
231 Haywood Street
Project No.:
50-02
Prism Work Order: 9030340
Asheville, NC 28801
Sample Matrix:
Water
Time Collected: 03/20/19 13:45
Time Submitted:
03/21/19 08:15
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/28/19 17:46 KDM
P9C0555
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/28/19 17:46 KDM
P9C0555
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/28/19 17:46 KDM
P9C0555
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/28/19 17:46 KDM
P9C0555
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/28/19 17:46 KDM
P9C0555
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260B
3/28/19 17:46 KDM
P9C0555
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260B
3/28/19 17:46 KDM
P9C0555
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/28/19 17:46 KDM
P9C0555
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/28/19 17:46 KDM
P9C0555
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260B
3/28/19 17:46 KDM
P9C0555
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/28/19 17:46 KDM
P9C0555
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/28/19 17:46 KDM
P9C0555
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/28/19 17:46 KDM
P9C0555
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/28/19 17:46 KDM
P9C0555
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260B
3/28/19 17:46 KDM
P9C0555
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/28/19 17:46 KDM
P9C0555
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/28/19 17:46 KDM
P9C0555
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/28/19 17:46 KDM
P9C0555
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/28/19 17:46 KDM
P9C0555
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260B
3/28/19 17:46 KDM
P9C0555
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260B
3/28/19 17:46 KDM
P9C0555
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/28/19 17:46 KDM
P9C0555
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/28/19 17:46 KDM
P9C0555
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/28/19 17:46 KDM
P9C0555
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/28/19 17:46 KDM
P9C0555
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/28/19 17:46 KDM
P9C0555
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/28/19 17:46 KDM
P9C0555
trans- 1,4-Dich loro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/28/19 17:46 KDM
P9C0555
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260B
3/28/19 17:46 KDM
P9C0555
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/28/19 17:46 KDM
P9C0555
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260B
3/28/19 17:46 KDM
P9C0555
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260B
3/28/19 17:46 KDM
P9C0555
Xylenes, total
<0.15
ug/L
5
1.5
0.15
1
8260B
3/28/19 17:46 KDM
P9C0555
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
97 % 80-124
Dibromofluoromethane
101 % 75-129
Toluene-d8
92 % 77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 12 of 39

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
04/03/2019
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Client Sample ID: SW-02
Prism Sample ID: 9030340-03
Prism Work Order: 9030340
Time Collected: 03/20/19 13:45
Time Submitted: 03/21/19 08:15
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GUMS SIM
1,4-Dioxane <0.14 ug/L 10 3.0 0.14 1 8260B SIM 3/28/19 15:44 JLB P9C0573
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 13 of 39

�Full-Service Analytical s
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
04/03/2019
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit Client Sample ID: Trip Blank-20190320
50-02)
Prism Sample ID: 9030340-04
Project No.: 50-02
Prism Work Order: 9030340
Sample Matrix: Water
Time Collected: 03/20/19 00:00
Time Submitted: 03/21/19 08:15
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/28/19 14:20 KDM
P9C0555
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/28/19 14:20 KDM
P9C0555
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/28/19 14:20 KDM
P9C0555
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/28/19 14:20 KDM
P9C0555
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260B
3/28/19 14:20 KDM
P9C0555
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/28/19 14:20 KDM
P9C0555
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/28/19 14:20 KDM
P9C0555
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/28/19 14:20 KDM
P9C0555
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/28/19 14:20 KDM
P9C0555
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260B
3/28/19 14:20 KDM
P9C0555
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/28/19 14:20 KDM
P9C0555
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/28/19 14:20 KDM
P9C0555
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260B
3/28/19 14:20 KDM
P9C0555
Acetone
<0.31
ug/L
100
5.0
0.31
1
8260B
3/28/19 14:20 KDM
P9C0555
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/28/19 14:20 KDM
P9C0555
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260B
3/28/19 14:20 KDM
P9C0555
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/28/19 14:20 KDM
P9C0555
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/28/19 14:20 KDM
P9C0555
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/28/19 14:20 KDM
P9C0555
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/28/19 14:20 KDM
P9C0555
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/28/19 14:20 KDM
P9C0555
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/28/19 14:20 KDM
P9C0555
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260B
3/28/19 14:20 KDM
P9C0555
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260B
3/28/19 14:20 KDM
P9C0555
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/28/19 14:20 KDM
P9C0555
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/28/19 14:20 KDM
P9C0555
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260B
3/28/19 14:20 KDM
P9C0555
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/28/19 14:20 KDM
P9C0555
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/28/19 14:20 KDM
P9C0555
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/28/19 14:20 KDM
P9C0555
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/28/19 14:20 KDM
P9C0555
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260B
3/28/19 14:20 KDM
P9C0555
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/28/19 14:20 KDM
P9C0555
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/28/19 14:20 KDM
P9C0555
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/28/19 14:20 KDM
P9C0555
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/28/19 14:20 KDM
P9C0555
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 14 of 39

P R S M Laboratory Report
Full -Service Analytical &
Environmental Solutions 04/03/2019
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Client Sample ID: Trip Blank-20190320
Attn: Brian Gant 50-02) Prism Sample ID: 9030340-04
231 Haywood Street Project No.: 50-02 Prism Work Order: 9030340
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/20/19 00:00
Time Submitted: 03/21/19 08:15
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260B
3/28/19 14:20 KDM
P9C0555
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260B
3/28/19 14:20 KDM
P9C0555
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/28/19 14:20 KDM
P9C0555
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/28/19 14:20 KDM
P9C0555
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/28/19 14:20 KDM
P9C0555
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/28/19 14:20 KDM
P9C0555
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/28/19 14:20 KDM
P9C0555
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/28/19 14:20 KDM
P9C0555
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/28/19 14:20 KDM
P9C0555
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260B
3/28/19 14:20 KDM
P9C0555
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/28/19 14:20 KDM
P9C0555
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260B
3/28/19 14:20 KDM
P9C0555
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260B
3/28/19 14:20 KDM
P9C0555
Xylenes, total
<0.15
ug/L
5
1.5
0.15
1
8260B
3/28/19 14:20 KDM
P9C0555
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
97 %
80-124
Dibromofluoromethane
101 % 75-129
Toluene-d8
92 %
77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
<0.14
ug/L
10
3.0
0.14
1
8260B SIM
3/28/19 12:48 JLB
P9C0573
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 15 of 39

Full -Service Analytical &
LIPMVP
S M Environmental Solutions
OR TORIEB, INC.
Level II QC Report
4/3/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Prism Work Order: 9030340
Time Submitted: 3/21/2019 8:15:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO555 - 5030B
Blank (P9C0555-BLK1)
Prepared & Analyzed: 03/28/19
1,1,1,2-Tetrachloroethane
BRL
0.50
ug/L
1,1,1-Trichloroethane
BRL
0.50
ug/L
1,1,2,2-Tetrachloroethane
BRL
0.50
ug/L
1,1,2-Trichloroethane
BRL
0.50
ug/L
1,1-Dichloroethane
BRL
0.50
ug/L
1,1-Dichloroethylene
BRL
0.50
ug/L
1,2,3-Trichloropropane
BRL
1.0
ug/L
1,2-Dibromo-3-chloropropane
BRL
2.0
ug/L
1,2-Dibromoethane
BRL
0.50
ug/L
1,2-Dichlorobenzene
BRL
0.50
ug/L
1,2-Dichloroethane
BRL
0.50
ug/L
1,2-Dichloropropane
BRL
0.50
ug/L
1,4-Dichlorobenzene
BRL
0.50
ug/L
Acetone
BRL
5.0
ug/L
Acrylonitrile
BRL
20
ug/L
Benzene
BRL
0.50
ug/L
Bromochloromethane
BRL
0.50
ug/L
Bromodichloromethane
BRL
0.50
ug/L
Bromoform
BRL
1.0
ug/L
Bromomethane
BRL
1.0
ug/L
Carbon disulfide
BRL
5.0
ug/L
Carbon Tetrachloride
BRL
0.50
ug/L
Chlorobenzene
BRL
0.50
ug/L
Chloroethane
BRL
0.50
ug/L
Chloroform
BRL
0.50
ug/L
Chloromethane
BRL
0.50
ug/L
cis-1,2-Dichloroethylene
BRL
0.50
ug/L
cis-1,3-Dichloropropylene
BRL
0.50
ug/L
Dibromochloromethane
BRL
0.50
ug/L
Dibromomethane
BRL
0.50
ug/L
Ethylbenzene
BRL
0.50
ug/L
m,p-Xylenes
BRL
1.0
ug/L
Methyl Butyl Ketone (2-Hexanone)
BRL
5.0
ug/L
Methyl Ethyl Ketone (2-Butanone)
BRL
5.0
ug/L
Methyl Iodide
BRL
5.0
ug/L
Methyl Isobutyl Ketone
BRL
5.0
ug/L
Methylene Chloride
BRL
1.0
ug/L
o-Xylene
BRL
0.50
ug/L
Styrene
BRL
0.50
ug/L
Tetrachloroethylene
BRL
0.50
ug/L
Tetrahydrofuran
BRL
10
ug/L
Toluene
BRL
0.50
ug/L
trans- 1,2-Dichloroethylene
BRL
0.50
ug/L
trans- 1,3-Dichloropropylene
BRL
0.50
ug/L
trans-1,4-Dichloro-2-butene
BRL
10
ug/L
Trichloroethylene
BRL
0.50
ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 16 of 39

PR I S M Full -Service Analytical Environmental Solutions
LABCFATCRIES, NC.
Level II QC Report
4/3/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Prism Work Order: 9030340
Attn: Brian Gant 50-02) Time Submitted: 3/21/2019 8:15:OOAM
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO555 - 5030B
Blank (P9C0555-BLK1)
Prepared & Analyzed: 03/28/19
Trichlorofluoromethane
BRL
0.50
ug/L
Vinyl acetate
BRL
2.0
ug/L
Vinyl chloride
BRL
0.50
ug/L
Xylenes, total
BRL
1.5
ug/L
Surrogate:4-Bromofluorobenzene
49.2
ug/L
50.00
98
80-124
Surrogate: Dibromofluoromethane
48.6
ug/L
50.00
97
75-129
Surrogate: Toluene-d8
47.9
ug/L
50.00
96
77-123
LCS (P9CO555-BSI)
Prepared &Analyzed: 03/28/19
1,1,1,2-Tetrachloroethane
20.3
0.50
ug/L
20.00
102
79-134
1,1,1-Trichloroethane
21.3
0.50
ug/L
20.00
107
75-136
1,1,2,2-Tetrachloroethane
19.1
0.50
ug/L
20.00
96
62-127
1,1,2-Trichloroethane
21.2
0.50
ug/L
20.00
106
70-140
1,1-Dichloroethane
21.4
0.50
ug/L
20.00
107
78-130
1,1-Dichloroethylene
22.1
0.50
ug/L
20.00
110
70-154
1,2,3-Trichloropropane
18.5
1.0
ug/L
20.00
92
71-127
1,2-Dibromo-3-chloropropane
16.2
2.0
ug/L
20.00
81
63-134
1,2-Dibromoethane
20.0
0.50
ug/L
20.00
100
77-135
1,2-Dichlorobenzene
18.0
0.50
ug/L
20.00
90
78-128
1,2-Dichloroethane
20.9
0.50
ug/L
20.00
105
68-131
1,2-Dichloropropane
21.3
0.50
ug/L
20.00
107
77-130
1,4-Dichlorobenzene
18.0
0.50
ug/L
20.00
90
75-126
Acetone
59.0
5.0
ug/L
40.00
148
40-166
Acrylonitrile
42.0
20
ug/L
40.00
105
81-127
Benzene
20.7
0.50
ug/L
20.00
103
77-128
Bromochloromethane
21.4
0.50
ug/L
20.00
107
78-135
Bromodichloromethane
20.9
0.50
ug/L
20.00
104
76-138
Bromoform
18.5
1.0
ug/L
20.00
93
71-135
Bromomethane
23.1
1.0
ug/L
20.00
115
41-168
Carbon disulfide
21.2
5.0
ug/L
20.00
106
59-135
Carbon Tetrachloride
18.9
0.50
ug/L
20.00
94
72-142
Chlorobenzene
19.1
0.50
ug/L
20.00
96
78-119
Chloroethane
23.3
0.50
ug/L
20.00
116
57-142
Chloroform
20.4
0.50
ug/L
20.00
102
77-130
Chloromethane
20.9
0.50
ug/L
20.00
105
47-145
cis-1,2-Dichloroethylene
21.0
0.50
ug/L
20.00
105
76-141
cis-1,3-Dichloropropylene
20.7
0.50
ug/L
20.00
104
65-140
Dibromochloromethane
19.2
0.50
ug/L
20.00
96
75-134
Dibromomethane
21.2
0.50
ug/L
20.00
106
76-138
Ethylbenzene
19.7
0.50
ug/L
20.00
98
80-127
m,p-Xylenes
39.6
1.0
ug/L
40.00
99
77-133
Methyl Butyl Ketone (2-Hexanone)
19.0
5.0
ug/L
20.00
95
64-137
Methyl Ethyl Ketone (2-Butanone)
23.2
5.0
ug/L
20.00
116
71-134
Methyl Iodide
19.2
5.0
ug/L
20.00
96
70-130
Methyl Isobutyl Ketone
21.6
5.0
ug/L
20.00
108
69-134
Methylene Chloride
22.0
1.0
ug/L
20.00
110
73-131
o-Xylene
19.9
0.50
ug/L
20.00
99
78-128
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 17 of 39

P R I S M Full -Service Analytical s
Environmental Solutions
LABCFATCRIES, NC.
Level II QC Report
4/3/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Prism Work Order: 9030340
Attn: Brian Gant 50-02) Time Submitted: 3/21/2019 8:15:OOAM
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO555 - 5030B
LCS (P9C0555-BSI)
Prepared &Analyzed: 03/28/19
Styrene
18.9
0.50
ug/L
20.00
94
78-129
Tetrachloroethylene
19.9
0.50
ug/L
20.00
100
80-129
Tetrahydrofuran
21.6
10
ug/L
20.00
108
70-130
Toluene
21.0
0.50
ug/L
20.00
105
76-131
trans- 1,2-Dichloroethylene
21.2
0.50
ug/L
20.00
106
76-135
trans- 1,3-Dichloropropylene
20.9
0.50
ug/L
20.00
105
67-140
trans-1,4-Dichloro-2-butene
15.6
10
ug/L
20.00
78
70-130
Trichloroethylene
20.5
0.50
ug/L
20.00
103
77-133
Trichlorofluoromethane
22.2
0.50
ug/L
20.00
ill
62-148
Vinyl acetate
22.8
2.0
ug/L
20.00
114
34-167
Vinyl chloride
18.1
0.50
ug/L
20.00
91
57-141
Xylenes, total
59.5
1.5
ug/L
60.00
99
77-133
Surrogate:4-Bromofluorobenzene
48.4
ug/L
50.00
97
80-124
Surrogate: Dibromofluoromethane
49.2
ug/L
50.00
98
75-129
Surrogate: Toluene-d8
46.9
ug/L
50.00
94
77-123
LCS Dup (P9C0555-113SD1)
Prepared &Analyzed: 03/28/19
1,1,1,2-Tetrachloroethane
19.5
0.50
ug/L
20.00
98
79-134
4
20
1,1,1-Trichloroethane
20.6
0.50
ug/L
20.00
103
75-136
3
20
1,1,2,2-Tetrachloroethane
18.9
0.50
ug/L
20.00
94
62-127
1
20
1,1,2-Trichloroethane
21.5
0.50
ug/L
20.00
107
70-140
1
20
1,1-Dichloroethane
20.9
0.50
ug/L
20.00
105
78-130
2
20
1,1-Dichloroethylene
21.6
0.50
ug/L
20.00
108
70-154
2
20
1,2,3-Trichloropropane
18.7
1.0
ug/L
20.00
94
71-127
1
20
1,2-Dibromo-3-chloropropane
16.6
2.0
ug/L
20.00
83
63-134
2
20
1,2-Dibromoethane
19.1
0.50
ug/L
20.00
96
77-135
4
20
1,2-Dichlorobenzene
18.0
0.50
ug/L
20.00
90
78-128
0.3
20
1,2-Dichloroethane
20.9
0.50
ug/L
20.00
104
68-131
0.2
20
1,2-Dichloropropane
20.9
0.50
ug/L
20.00
105
77-130
2
20
1,4-Dichlorobenzene
17.8
0.50
ug/L
20.00
89
75-126
1
20
Acetone
62.8
5.0
ug/L
40.00
157
40-166
6
20
Acrylonitrile
42.3
20
ug/L
40.00
106
81-127
0.7
20
Benzene
20.1
0.50
ug/L
20.00
100
77-128
3
20
Bromochloromethane
20.9
0.50
ug/L
20.00
105
78-135
2
20
Bromodichloromethane
20.3
0.50
ug/L
20.00
102
76-138
3
20
Bromoform
17.9
1.0
ug/L
20.00
90
71-135
3
20
Bromomethane
22.0
1.0
ug/L
20.00
110
41-168
5
20
Carbon disulfide
20.3
5.0
ug/L
20.00
101
59-135
4
20
Carbon Tetrachloride
18.0
0.50
ug/L
20.00
90
72-142
4
20
Chlorobenzene
18.4
0.50
ug/L
20.00
92
78-119
4
20
Chloroethane
22.4
0.50
ug/L
20.00
112
57-142
4
20
Chloroform
20.2
0.50
ug/L
20.00
101
77-130
1
20
Chloromethane
20.3
0.50
ug/L
20.00
102
47-145
3
20
cis-1,2-Dichloroethylene
20.6
0.50
ug/L
20.00
103
76-141
2
20
cis-1,3-Dichloropropylene
20.3
0.50
ug/L
20.00
101
65-140
2
20
Dibromochloromethane
18.5
0.50
ug/L
20.00
92
75-134
4
20
Dibromomethane
21.0
0.50
ug/L
20.00
105
76-138
0.8
20
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 18 of 39

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/3/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Prism Work Order: 9030340
Time Submitted: 3/21/2019 8:15:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO555 - 5030B
LCS Dup (P9C0555-BSD1)
Prepared & Analyzed: 03/28/19
Ethylbenzene
19.0
0.50
ug/L
20.00
95
80-127
4
20
m,p-Xylenes
37.8
1.0
ug/L
40.00
95
77-133
5
20
Methyl Butyl Ketone (2-Hexanone)
18.5
5.0
ug/L
20.00
92
64-137
2
20
Methyl Ethyl Ketone (2-Butanone)
24.2
5.0
ug/L
20.00
121
71-134
4
20
Methyl Iodide
18.3
5.0
ug/L
20.00
92
70-130
4
20
Methyl Isobutyl Ketone
21.7
5.0
ug/L
20.00
108
69-134
0.4
20
Methylene Chloride
21.3
1.0
ug/L
20.00
107
73-131
3
20
o-Xylene
18.5
0.50
ug/L
20.00
93
78-128
7
20
Styrene
18.0
0.50
ug/L
20.00
90
78-129
5
20
Tetrachloroethylene
19.4
0.50
ug/L
20.00
97
80-129
3
20
Tetrahydrofuran
21.7
10
ug/L
20.00
108
70-130
0.1
20
Toluene
20.2
0.50
ug/L
20.00
101
76-131
4
20
trans-1,2-Dichloroethylene
20.4
0.50
ug/L
20.00
102
76-135
4
20
trans-1,3-Dichloropropylene
20.4
0.50
ug/L
20.00
102
67-140
3
20
trans-1,4-Dichloro-2-butene
15.0
10
ug/L
20.00
75
70-130
4
20
Trichloroethylene
20.1
0.50
ug/L
20.00
100
77-133
2
20
Trichlorofluoromethane
21.6
0.50
ug/L
20.00
108
62-148
3
20
Vinyl acetate
22.4
2.0
ug/L
20.00
112
34-167
2
20
Vinyl chloride
17.6
0.50
ug/L
20.00
88
57-141
3
20
Xylenes, total
56.4
1.5
ug/L
60.00
94
77-133
5
20
Surrogate:4-Bromofluorobenzene
48.7
ug/L
50.00
97
80-124
Surrogate: Dibromofluoromethane
50.1
ug/L
50.00
100
75-129
Surrogate: Toluene-d8
46.4
ug/L
50.00
93
77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 19 of 39

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/3/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Prism Work Order: 9030340
Time Submitted: 3/21/2019 8:15:OOAM
Asheville, NC 28801
Volatile Organic Compounds by GC/MS SIM - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO573 - 5030B
Blank (P9C0573-BLK1) Prepared & Analyzed: 03/28/19
1,4-Dioxane BRL 3.0 ug/L
LCS (P9C0573-BS1) Prepared &Analyzed: 03/28/19
1,4-Dioxane 45.1 3.0 ug/L 50.00 90 55-145
LCS Dup (P9CO573-BSD1) Prepared & Analyzed: 03/28/19
1,4-Dioxane 46.4 3.0 ug/L 50.00 93 55-145 3 30
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 20 of 39

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/3/19
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Total Metals - Quality Control
Analyte
Project: Jackson Cty Landfill (Permit
50-02)
Project No: 50-02
Prism Work Order: 9030340
Time Submitted: 3/21/2019 8:15:OOAM
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9C0451 - 3005A
Blank (P9C0451-BLK1)
Prepared: 03/25/19 Analyzed: 03/28/19
Antimony
0.214
1.0
ug/L
J
Arsenic
0.225
1.0
ug/L
J
Barium
BRL
5.0
ug/L
Beryllium
BRL
1.0
ug/L
Cadmium
BRL
1.0
ug/L
Chromium
BRL
2.0
ug/L
Cobalt
BRL
1.0
ug/L
Copper
BRL
5.0
ug/L
Lead
0.103
1.0
ug/L
J
Nickel
BRL
2.0
ug/L
Selenium
BRL
5.0
ug/L
Silver
0.0650
5.0
ug/L
J
Thallium
BRL
1.0
ug/L
Vanadium
BRL
1.0
ug/L
Zinc
3.28
10
ug/L
J
LCS (P9130451-113S1)
Prepared: 03/25/19 Analyzed: 03/28/19
Antimony
98.8
1.0
ug/L
100.0 99 80-120
Arsenic
100
1.0
ug/L
100.0 100 80-120
Barium
98.0
5.0
ug/L
100.0 98 80-120
Beryllium
98.5
1.0
ug/L
100.0 99 80-120
Cadmium
99.1
1.0
ug/L
100.0 99 80-120
Chromium
101
2.0
ug/L
100.0 101 80-120
Cobalt
105
1.0
ug/L
100.0 105 80-120
Copper
104
5.0
ug/L
100.0 104 80-120
Lead
102
1.0
ug/L
100.0 102 80-120
Nickel
103
2.0
ug/L
100.0 103 80-120
Selenium
98.9
5.0
ug/L
100.0 99 80-120
Silver
102
5.0
ug/L
100.0 102 80-120
Thallium
103
1.0
ug/L
100.0 103 80-120
Vanadium
101
1.0
ug/L
100.0 101 80-120
Zinc
103
10
ug/L
100.0 103 80-120
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 21 of 39

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/3/19
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Total Metals - Quality Control
Analyte
Project: Jackson Cty Landfill (Permit
50-02)
Project No: 50-02
Prism Work Order: 9030340
Time Submitted: 3/21/2019 8:15:OOAM
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9C0474 - 7470A
Blank (P9C0474-BLK1) Prepared &Analyzed: 03/26/19
Mercury BRL 0.20 ug/L
LCS (P9C0474-BS1) Prepared &Analyzed: 03/26/19
Mercury 9.86 0.20 ug/L 9.375 105 80-120
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 22 of 39

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/3/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Anions by Ion Chromatography - Quality Control
Prism Work Order: 9030340
Time Submitted: 3/21/2019 8:15:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch MUM - NO PREP
Blank (P9C0438-BLK1)
Prepared &Analyzed: 03/21/19
Chloride
150
1000
ug/L
J
Nitrate as N
BRL
100
ug/L
Sulfate
BRL
2000
ug/L
LCS (P9C0438-BSI)
Prepared &Analyzed: 03/21/19
Chloride
41500
1000
ug/L
40000 104
80-120
Nitrate as N
4070
100
ug/L
4000 102
80-120
Sulfate
43900
2100
ug/L
40000 110
80-120
Matrix Spike (P9C0438-MS1)
Source: 9030340-02
Prepared &Analyzed: 03/21/19
Chloride
60300
1000
ug/L
40000 20400 100
80-120
Nitrate as N
7400
100
ug/L
4000 3420 99
80-120
Sulfate
46300
2100
ug/L
40000 7210 98
80-120
Matrix Spike Dup (P9C0438-MSD1)
Source: 9030340-02
Prepared & Analyzed: 03/21/19
Chloride
60700
1000
ug/L
40000 20400 101
80-120 0.6 15
Nitrate as N
7420
100
ug/L
4000 3420 100
80-120 0.3 15
Sulfate
46500
2100
ug/L
40000 7210 98
80-120 0.6 15
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 23 of 39

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/3/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Prism Work Order: 9030340
Attn: Brian Gant 50-02) Time Submitted: 3/21/2019 8:15:OOAM
231 Haywood Street Project No: 50-02
Asheville, NC 28801
General Chemistry Parameters - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO407 - NO PREP
Blank (P9C0407-BLK1)
Prepared &Analyzed: 03/21/19
Ferrous Iron
BRL
200
ug/L
LCS (P9C0407-BS1)
Prepared &Analyzed: 03/21/19
Ferrous Iron
1970
200
ug/L
2000 98
90-110
Matrix Spike (P9C0407-MS1)
Source: 9030340-01
Prepared &Analyzed: 03/21/19
Ferrous Iron
2030
200
ug/L
2000 BRL 101
80-120
Matrix Spike Dup (P9C0407-MSD1)
Source: 9030340-01
Prepared & Analyzed: 03/21/19
Ferrous Iron
1940
200
ug/L
2000 BRL 97
80-120 4 20
Batch P9CO418 - 9010C
Blank (P9C0418-BLK1)
Prepared & Analyzed: 03/25/19
Cyanide
BRL
25
ug/L
LCS (P9C0418-BS1)
Prepared &Analyzed: 03/25/19
Cyanide
93.5
25
ug/L
100.0 94
85-115
Batch P9CO446 - NO PREP
Blank (P9C0446-BLK1) Prepared &Analyzed: 03/22/19
Chemical Oxygen Demand BRL 50000 ug/L
LCS (P9C0446-BS1) Prepared &Analyzed: 03/22/19
Chemical Oxygen Demand 496000 50000 ug/L 500000 99 90-110
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 24 of 39

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/3/19
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
General Chemistry Parameters - Quality Control
Analyte
Batch P9CO520 - NO PREP
Project: Jackson Cty Landfill (Permit Prism Work Order: 9030340
50-02) Time Submitted: 3/21/2019 8:15:OOAM
Project No: 50-02
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Blank (P9C0520-BLK1)
Prepared &Analyzed: 03/27/19
Hardness
BRL 5000 ug/L
LCS (P9C0520-BS1)
Prepared &Analyzed: 03/27/19
Hardness
50000 5000 ug/L
50000 100 90-110
Matrix Spike (P9C0520-MS1)
Source: 9030340-03
Prepared & Analyzed: 03/27/19
Hardness
16500 5000 ug/L
10000 6500 100 80-120
Matrix Spike Dup (P9C0520-MSD1)
Source: 9030340-03
Prepared & Analyzed: 03/27/19
Hardness
17000 5000 ug/L
10000 6500 105 80-120 3 20
Batch P9CO532 - SM4500-S C
Blank (P9C0532-BLK1) Prepared & Analyzed: 03/26/19
Sulfide BRL 2000 ug/L
LCS (P9C0532-BSI) Prepared &Analyzed: 03/26/19
Sulfide 8000 2000 ug/L 10000 80 70-130
Matrix Spike (P9C0532-MS1) Source: 9030340-01 Prepared & Analyzed: 03/26/19
Sulfide 7800 2000 ug/L 10000 BRL 78 70-130
Matrix Spike Dup (P9C0532-MSD1) Source: 9030340-01 Prepared & Analyzed: 03/26/19
Sulfide 7900 2000 ug/L 10000 BRL 79 70-130 1 20
Batch P9CO550 - NO PREP
Blank (P9C0550-BLK1) Prepared & Analyzed: 03/22/19
Biochemical Oxygen Demand BRL 2000 ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 25 of 39

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/3/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
General Chemistry Parameters - Quality Control
Prism Work Order: 9030340
Time Submitted: 3/21/2019 8:15:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO550 - NO PREP
LCS (P9C0550-BSI)
Prepared &Analyzed: 03/22/19
Biochemical Oxygen Demand
206000 2000 ug/L
198000 104 84.6-115.4
Batch P9C0574 - NO PREP
Blank (P9C0574-BLK1)
Prepared & Analyzed: 03/29/19
Total Alkalinity to pH 4.5
BRL 5000 ug/L
LCS (P9C0574-BS1)
Prepared &Analyzed: 03/29/19
Total Alkalinity to pH 4.5
255000 5000 ug/L
250000 102 90-110
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 26 of 39

Sample Extraction Data
Prep Method: 9010C
Lab Number
Batch
Initial
Final
Date/Time
9030340-01
P9C0418
50
mL
50 mL
03/25/19 9:40
9030340-02
P9C0418
50
mL
50 mL
03/25/19 9:40
Prep Method: SM4500-S C
Lab Number
Batch
Initial
Final
Date/Time
9030340-01
P9C0532
200
mL
200 mL
03/26/19 12:45
9030340-02
P9C0532
200
mL
200 mL
03/26/19 12:45
Prep Method: 3005A
Lab Number
Batch
Initial
Final
DatelTime
9030340-01
P9C0451
50
mL
50 mL
03/25/19 7:25
9030340-02
P9C0451
50
mL
50 mL
03/25/19 7:25
9030340-03
P9C0451
50
mL
50 mL
03/25/19 7:25
Prep Method: 7470A
Lab Number
Batch
Initial
Final
DatelTime
9030340-01
P9C0474
20
mL
30 mL
03/26/19 8:25
9030340-02
P9C0474
20
mL
30 mL
03/26/19 8:25
9030340-03
P9C0474
20
mL
30 mL
03/26/19 8:25
Prep Method: 5030B
Lab Number
Batch
Initial
Final
Date/Time
9030340-01
P9C0555
10
mL
10 mL
03/28/19 11:32
9030340-02
P9C0555
10
mL
10 mL
03/28/19 11:32
9030340-03
P9C0555
10
mL
10 mL
03/28/19 11:32
9030340-04
P9C0555
10
mL
10 mL
03/28/19 11:32
Prep Method: 5030E
Lab Number
Batch
Initial
Final
Date/Time
9030340-01
P9C0573
5
mL
5 mL
03/28/19 9:42
9030340-02
P9C0573
5
mL
5 mL
03/28/19 9:42
9030340-03
P9C0573
5
mL
5 mL
03/28/19 9:42
9030340-04
P9C0573
5
mL
5 mL
03/28/19 9:42
Subcontracted Analyses
The following analyses
were subcontracted
to Gulf Coast
Analytical Labs, Inc.
Lab Number
Analysis
9030340-01
TOC (Sub)
9030340-02
TOC (Sub)
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 27 of 39

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ie 28 of 39

ACCESS
ANALYTICAL, INC.
ANALYTICAL REPORT
CLIENT
Prism Laboratories
PO Box 240543
Charlotte, NC 28224
ATTENTION
RobbiJones
PROJECTID
9030340
LABORATORY REPORT NUMBER
219032205
DATE
03/26/2019
Primary Data Review By
Authorized Signature
PLEASE NOTE:
Secondary Data Review By
Ashley B. Amic
Project Manager, Access Analytical, Inc-
[e-mail]
- Unless otherwise noted, all analysis on this report performed at Gulf Coast Analytical Labs (GCAL),
7979 Innovation Park Dr., Baton Rouge, LA 70820.
GCAL is SCDHEC certified laboratory # 73006, NCDENR certified lab # 618, GA certified lab # LA-01955,
NELAP certified laboratory # 01955
- Local support services for this project are provided by Access Analytical, Inc.. Access Analytical is a
representative of GCAL serving clients in the SC/NC/GA areas. All questions regarding this report should be
directed to your local Access Analytical representative at 803.781.4243 or toll free at 888.315.4243.
Lab Report#: 219032205 Page 1 of 11
Page 29 of 39

GCA�L
LELAP CERTIFICATE NUMBER: 01955
DOD-ELAP ACCREDITATION NUMBER: 74960
ANALYTICAL RESULTS
Deliver To
Robbi Jones
Prism Laboratories
PO Box 240543
Charlotte, NC 28224
800-529-6364
PJ LA
Test Iitq
6oA EIAP
PERFORMED BY
GCAL, LLC
7979Innovation Park Dr.
Baton Rouge, LA 70820
[phone]
Report Date 03/26/2019
GOAL Report 319033205
II��I III II II � III II III
Project 9030340
Additional Recipients
NONE
..ISO
�i 17025
s CCR��J
d4`~ f��
F^ d
$DffRYn
Lab Report#: 219032205 Page 2 of 11
Page 30 of 39

�� Report#: 219032205
Project ID: 9030340 Report Date: 03/26/2019
Laboratory Endorsement
Sample analysis was performed in accordance with approved methodologies provided by the Environmental Protection Agency or other recognized
agencies. The samples and their corresponding extracts will be maintained for a period of 30 days unless otherwise arranged. Following this
retention period the samples will be disposed in accordance with GCAL's Standard Operating Procedures.
Common Abbreviations that may be Utilized in this Report
ND Indicates the result was Not Detected at the specified reporting limit
NO Indicates the sample did not ignite when preliminary test performed for EPA Method 1030
DO Indicates the result was Diluted Out
MI Indicates the result was subject to Matrix Interference
TNTC Indicates the result was Too Numerous To Count
SUBC Indicates the analysis was Sub -Contracted
FLD Indicates the analysis was performed in the Field
DL Detection Limit
LOD Limit of Detection
LOQ Limit of Quantitation
RE Re -analysis
CF HPLC or GC Confirmation
00:01 Reported as a time equivalent to 12:00 AM
Reporting Flags that may be Utilized in this Report
J or I Indicates the result is between the MDL and LOQ
J DOD flag on analyte in the parent sample for MS/MSD outside acceptance criteria
U Indicates the compound was analyzed for but not detected
B or V Indicates the analyte was detected in the associated Method Blank
Q Indicates a non -compliant QC Result (See Q Flag Application Report)
* Indicates a non -compliant or not applicable QC recovery or RPD — see narrative
E Organics - The result is estimated because it exceeded the instrument calibration range
E Metals - % diference for the serial dilution is > 10%
L Reporting Limits adjusted to meet risk -based limit.
P RPD between primary and confirmation result is greater than 40
DL Diluted analysis — when appended to Client Sample ID
Sample receipt at GCAL is documented through the attached chain of custody. In accordance with NELAC, this report shall be reproduced only in
full and with the written permission of GCAL. The results contained within this report relate only to the samples reported. The documented results
are presented within this report.
This report pertains only to the samples listed in the Report Sample Summary and should be retained as a permanent record thereof. The results
contained within this report are intended for the use of the client. Any unauthorized use of the information contained in this report is prohibited.
I certify that this data package is in compliance with The NELAC Institute (TNI) Standard 2009 and terms and conditions of the contract and
Statement of Work both technically and for completeness, for other than the conditions in the case narrative. Release of the data contained in this
hardcopy data package and in the computer readable data submitted has been authorized by the Quality Assurance Manager or his/her designee,
as verified by the following signature.
Estimated uncertainty of measurement is available upon request. This report is in compliance with the DOD QSM as specified in the contract if
applicable.
Authorized Signature
GCAL Report 219032205
Lab Report#: 219032205 Page 3 of 11
Page 31 of 39

I� GCAL
Report#: 219032205
Project ID: 9030340
Certifications
Report Date: 03/26/2019
Certification
Certification Number
DOD ELAP
74960
Alabama
01955
Arkansas
88-0655
Colorado
01955
Delaware
01955
Florida
E87854
Georgia
01955
Hawaii
01955
Idaho
01955
Illinois
200048
Indiana
01955
Kansas
E-10354
Kentucky
95
Louisiana
01955
Maryland
01955
Massachusetts
01955
Michi an
01955
Mississippi
01955
Missouri
01955
Montana
N/A
Nebraska
01955
New Mexico
01955
North Carolina
618
North Dakota
R-195
Oklahoma
9403
South Carolina
73006001
South Dakota
01955
Tennessee
01955
Texas
T104704178
Vermont
01955
Virginia
460215
Washin ton
C929
USDA Soil Permit
P330-16-00234
Lab Report#: 219032205 Page 4 of 11
Page 32 of 39

do'
�L Report#: 219032205
l�
Project ID: 9030340
Case Narrative
Client: Access Analytical Report: 219032205
Gulf Coast Analytical Laboratories received and analyzed the sample(s) listed
on the Report Sample Summary page of this report. Receipt of the sample(s) is documented
by the attached chain of custody. This applies only to the sample(s) listed in this report.
No sample integrity or quality control exceptions were identified unless noted below.
No anomalies were found for the analyzed sample(s).
Report Date: 03/26/2019
Lab Report#: 219032205 Page 5 of 11
Page 33 of 39

l� G�/.�L Report#: 219032205
Project ID: 9030340
Sample Summary
GCAL ID Client ID Matrix Collect Date/Time
21903220501 MW-05R Water 03/20/201910:40
21903220502 MW-03 Water 03/20/201912:02
Report Date: 03/26/2019
Receive Date/Time
03/22/2019 09:30
03/22/2019 09:30
Lab Report#: 219032205
Page 6 of 11
Page 34 of 39

Report#: 219032205
Project ID: 9030340 Report Date: 03/26/2019
Summary of Compounds Detected
MW-05R Collect Date 03/20/2019 10:40 GCAL ID 21903220501
Receive Date 03/22/2019 09:30 Matrix Water
SM 5310 B-2011
CAS# Parameter Result DL LOQ Units
C-012 Total Organic Carbon 10.5 0.300 2.00 mg/L
MW-03 Collect Date 03/20/2019 12:02 GCAL ID 21903220502
Receive Date 03/22/2019 09:30 Matrix Water
SM 5310 B-2011
CAS# Parameter
C-012 Total Organic Carbon
Result DL LOQ Units
9.36 0.300 2.00 mg/L
Lab Report#: 219032205
Page 7 of 11
Page 35 of 39

Report#: 219032205
Project ID: 9030340
Sample Results
Report Date: 03/26/2019
MW-05R Collect Date 03/20/2019 10:40 GCAL ID 21903220501
Receive Date 03/22/2019 09:30 Matrix Water
5310 B-2011
Prep Date Prep Batch Prep Method Dilution Analysis Date By Analytical Batch
NA NA NA 1 03/23/2019 06:22 PLH 656447
CAS# Parameter
C-012 Total Organic Carbon
Result DL LOQ
10.5 0.300 2.00
Collect Date 03/20/2019 12:02 GCAL ID 21903220502
MW-�3 Receive Date 03/22/2019 09:30 Matrix Water
5310 B-2011
Prep Date Prep Batch Prep Method Dilution Analysis Date By Analytical Batch
NA NA NA 1 03/23/2019 07:49 PLH 656447
CAS# Parameter
C-012 Total Organic Carbon
Result
DL
LOQ
Units
9.36
0.300
2.00
mg/L
Lab Report#: 219032205
Page 8 of 11
Page 36 of 39

Report#: 219032205
c:1
Project ID: 9030340
General Chemistry QC Summary
Report Date: 03/26/2019
Analytical Batch Client ID
MB656447
LCS656447
656447 GCALID
1908323
1908324
Sample Type
MB
LCS
Prep Date
NA
NA
Analysis Date
03/22/2019 22:33
03/22/2019 21:55
Matrix
Water
Water
SM 5310 B-2011
Units
mg/L
Spike
Result
"/oR Control
Result
DL
Added
Limlts%R
Total Organic Carbon C-012
0.300U
0.300
50.0
50.9
102 90 - 110
Lab Report#: 219032205 Page 9 of 11
Page 37 of 39

r
m
o-
Client 10'. 4565 - Access Analytical
E
0
5013, 219032205
o
PM' DLH
N
PRISM
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SUBCONTRACT ORDER —
'.n•ri, .. �,m .'I Ar'- USAC[_
Prism
Laboratories, Inc. I y Sl'_ Other _,
9030340 NIA_ ._
+SLNIIING I,A0011ATU"i
RIiCF VINytrUJL='QRV,
Prism Laboratories, Inc.
Gulf Coast Analytical Labs, Inc.
P. O. Box 240543
107E 1 Courscy Blvd
Charlotte, NC 28224-0543
Baton Rouge, LA 70816 a, a`l CiezC� a�C
Phone. [phone]
Phonc :[phone]
Fax- 704-525-0409
Project Munagcc
Pax: [phone] I� � �cl ^ ,�
Robbi A. )ones
Analysis
Due Expires
ID Comments
yy�1.ah,rarary
I
+ •' W r As `
Sarpple ID: 903034MI
Water Sampled:03120/19 10:40
i
TOC (Sub)
04/17/19 10:40
CmrrnkHu v 5ryNlgrJ
2. A f 4ce H LL VVA
SarnpreID; 903W40.02
Wwer Sonrpledr0312011912:02
1 r 1 L"j r Q�
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TCC (Sub)
04/17/1912:02
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I Page 3 dag 1

LP R I S M Full -Service Analytical &
Environmental Solutions
LABORATORIES, INC.
Anchor QEA of North Carolina, PLLC
Brian Gant
231 Haywood Street
Asheville, NC 28801
NC Certification No. 402
NC Drinking Water Cert No. 37735
SC Certification No. 99012
Project: Jackson Cty Landfill (Permit 50-02)
Project No.: 50-02
Lab Submittal Date: 03/22/2019
Prism Work Order: 9030362
Case Narrative
4/9/19 13:45
This data package contains the analytical results for the project identified above and includes a Case Narrative, Sample
Results and Chain of Custody. Unless otherwise noted, all samples were received in acceptable condition and processed
according to the referenced methods.
Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case
narrative.
Narrative Notes:
TOC analysis was subcontracted to GCAL. Laboratory report is attached.
Prism Summary of Detections does not include subcontracted data.
Please call if you have any questions relating to this analytical report.
Respectfully,
PRISM LABORATORIES, INC.
)� �_ a_.
In--
Robbi A. Jones
President/Project Manager
Data Qualifiers Key Reference:
&.I -
Reviewed By Robbi A. Jones
President/Project Manager
A Probable laboratory contamination.
J Detected but below the Reporting Limit; therefore, result is an estimated concentration (CLP J-Flag).
BRL Below Reporting Limit
MDL Method Detection Limit
RPD Relative Percent Difference
* Results reported to the reporting limit. All other results are reported to the MDL with values between MDL and
reporting limit indicated with a J.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 1 of 41

Sample Receipt Summary
R I IS M
Full -Service Analytical R
Environmental Solutions
04/09/2019
&GIE
LABORATORIES, INC.
Prism Work Order: 9030362
Client Sample ID
Lab Sample ID
Matrix
Date/Time Sampled Date/Time Received
MW-01
9030362-01
Water
03/21/19 13:13 03/22/19 8:25
MW-02
9030362-02
Water
03/21/19 11:28 03/22/19 8:25
MW-06
9030362-03
Water
03/21/19 9:58 03/22/19 8:25
Trip Blank (1)
9030362-04
Water
03/21/19 0:00 03/22/19 8:25
Trip Blank (2)
9030362-05
Water
03/21/19 0:00 03/22/19 8:25
Samples were received in good condition at 3.1 degrees C unless otherwise noted.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 2 of 41

/r P R I S M Full -Service Analytical s
Environmental Solutions
LABORATOR
Summary of Detections
04/09/201S
Prism Work Order: 9030362
Prism ID
Client ID
Parameter
Method
Result
Units
9030362-01
MW-01
Chloride
9056A
850
.1
ug/L
9030362-01
MW-01
Nitrate as N
9056A
57
J
ug/L
9030362-01
MW-01
Biochemical Oxygen Demand
SM5210 B
13000
ug/L
9030362-01
MW-01
Chemical Oxygen Demand
SM5220 D
97000
ug/L
9030362-01
MW-01
Ferrous Iron
SM3500-Fe D
37000
ug/L
9030362-01
MW-01
Sulfide
SM4500-S F
1200
J
ug/L
9030362-01
MW-01
Total Alkalinity to pH 4.5
SM2320 B
110000
ug/L
9030362-01
MW-01
Mercury
7470A
0.043
J
ug/L
9030362-01
MW-01
Arsenic
6020B
0.64
J
ug/L
9030362-01
MW-01
Barium
6020B
100
ug/L
9030362-01
MW-01
Beryllium
6020B
0.062
J
ug/L
9030362-01
MW-01
Cadmium
6020B
1.1
ug/L
9030362-01
MW-01
Chromium
6020B
0.84
J
ug/L
9030362-01
MW-01
Cobalt
6020B
180
ug/L
9030362-01
MW-01
Copper
6020B
9.9
ug/L
9030362-01
MW-01
Lead
6020B
0.72
J
ug/L
9030362-01
MW-01
Nickel
6020B
15
ug/L
9030362-01
MW-01
Thallium
6020B
0.52
.1
ug/L
9030362-01
MW-01
Vanadium
6020B
1.1
ug/L
9030362-01
MW-01
Zinc
6020B
38
ug/L
9030362-01
MW-01
1,1-Dichloroethane
8260B
4.3
ug/L
9030362-01
MW-01
1,2-Dichlorobenzene
8260B
0.26
J
ug/L
9030362-01
MW-01
1,4-Dichlorobenzene
8260B
13
ug/L
9030362-01
MW-01
Acetone
8260B
32
ug/L
9030362-01
MW-01
Benzene
8260B
2.3
ug/L
9030362-01
MW-01
Chlorobenzene
8260B
3.2
ug/L
9030362-01
MW-01
cis-1,2-Dichloroethylene
8260B
6.9
ug/L
9030362-01
MW-01
m,p-Xylenes
8260B
1.9
ug/L
9030362-01
MW-01
o-Xylene
8260B
1.4
ug/L
9030362-01
MW-01
Tetrachloroethylene
8260B
0.66
ug/L
9030362-01
MW-01
Trichloroethylene
8260B
0.81
ug/L
9030362-01
MW-01
Xylenes, total
8260B
3.3
ug/L
9030362-02
MW-02
Chloride
9056A
19000
ug/L
9030362-02
MW-02
Nitrate as N
9056A
340
ug/L
9030362-02
MW-02
Sulfate
9056A
10000
ug/L
9030362-02
MW-02
Biochemical Oxygen Demand
SM5210 B
1000
J
ug/L
9030362-02
MW-02
Chemical Oxygen Demand
SM5220 D
27000
J
ug/L
9030362-02
MW-02
Sulfide
SM4500-S F
1200
J
ug/L
9030362-02
MW-02
Total Alkalinity to pH 4.5
SM2320 B
39000
ug/L
9030362-02
MW-02
Mercury
7470A
0.058
J
ug/L
9030362-02
MW-02
Arsenic
6020B
0.87
J
ug/L
9030362-02
MW-02
Barium
6020B
50
ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 3 of 41

/P R I S Full -Service Analytical
Environmental Solutions
� LABORATORIES, INC.
Summary of Detections
04/09/201S
Prism Work Order: 9030362
Prism ID
Client ID
Parameter
Method
Result
Units
9030362-02
MW-02
Beryllium
6020B
0.15
J
ug/L
9030362-02
MW-02
Chromium
6020B
5.9
ug/L
9030362-02
MW-02
Cobalt
6020B
13
ug/L
9030362-02
MW-02
Copper
6020B
5.2
ug/L
9030362-02
MW-02
Lead
6020B
1.5
ug/L
9030362-02
MW-02
Nickel
6020B
3.9
ug/L
9030362-02
MW-02
Thallium
6020B
0.12
J
ug/L
9030362-02
MW-02
Vanadium
6020B
7.0
ug/L
9030362-02
MW-02
Zinc
6020B
29
ug/L
9030362-02
MW-02
1,1-Dichloroethane
8260B
0.35
.1
ug/L
9030362-02
MW-02
Acetone
8260B
6.3
ug/L
9030362-02
MW-02
cis-1,2-Dichloroethylene
8260B
0.55
ug/L
9030362-02
MW-02
1,4-Dioxane
8260B SIM
2.8
J
ug/L
9030362-03
MW-06
Chloride
9056A
1100
ug/L
9030362-03
MW-06
Nitrate as N
9056A
590
ug/L
9030362-03
MW-06
Sulfate
9056A
1100
J
ug/L
9030362-03
MW-06
Sulfide
SM4500-S F
2700
ug/L
9030362-03
MW-06
Total Alkalinity to pH 4.5
SM2320 B
22000
ug/L
9030362-03
MW-06
Arsenic
6020B
0.17
1
ug/L
9030362-03
MW-06
Barium
6020B
56
ug/L
9030362-03
MW-06
Beryllium
6020B
0.094
J
ug/L
9030362-03
MW-06
Cadmium
6020B
0.20
J
ug/L
9030362-03
MW-06
Chromium
6020B
0.77
J
ug/L
9030362-03
MW-06
Cobalt
6020B
5.9
ug/L
9030362-03
MW-06
Copper
6020B
3.8
J
ug/L
9030362-03
MW-06
Lead
6020B
0.10
J
ug/L
9030362-03
MW-06
Nickel
6020B
19
ug/L
9030362-03
MW-06
Thallium
6020B
0.43
J
ug/L
9030362-03
MW-06
Vanadium
6020B
0.95
J
ug/L
9030362-03
MW-06
Zinc
6020B
28
ug/L
9030362-03
MW-06
1,1-Dichloroethane
8260B
2.2
ug/L
9030362-03
MW-06
cis-1,2-Dichloroethylene
8260B
1.6
ug/L
9030362-03
MW-06
m,p-Xylenes
8260B
0.51
1
ug/L
9030362-03
MW-06
Methylene Chloride
8260B
0.61
A, J
ug/L
9030362-03
MW-06
Trichloroethylene
8260B
0.26
J
ug/L
9030362-03
MW-06
Xylenes, total
8260B
0.51
J
ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 4 of 41

%j6P R I S M Full -Service Analytical
Environmental Solutions
LABORATORIES, INC.
Laboratory Report
04/09/2019
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Client Sample ID: MW-01
Prism Sample ID: 9030362-01
Prism Work Order: 9030362
Time Collected: 03/21/19 13:13
Time Submitted: 03/22/19 08:25
Parameter Result
Units
SWSL
Report
Limit
MDL
Dilution
Factor
Method
Analysis Analyst
Date/Time
Batch
ID
Anions by Ion Chromatography
Chloride 850 J
ug/L
NE
1000
120
1
9056A
3/22/19 14:34 BMS
P9C0454
Nitrate as N 57 J
ug/L
10000
100
41
1
9056A
3/22/19 14:34 BMS
P9C0454
Sulfate <490
ug/L
250000
2000
490
1
9056A
3/22/19 14:34 BMS
P9C0454
General Chemistry Parameters
Biochemical Oxygen Demand
13000
ug/L
NE
2000
200
1
SM5210 B
3/22/19 11:41 CBM
P9C0550
Chemical Oxygen Demand
97000
ug/L
NE
50000
17000
1
SM5220 D
3/22/19 12:44 SLS
P9C0446
Cyanide
<5.0
ug/L
10
25
5.0
5
9014
3/25/19 14:35 BMS
P9C0418
Ferrous Iron
37000
ug/L
NE
5000
1100
1
SM3500-Fe D
3/22/19 13:10 BMS
P9C0445
Sulfide
1200 J
ug/L
1000
2000
830
1
SM4500-S F
3/26/19 12:45 CBM
P9C0532
Total Alkalinity to pH 4.5
110000
ug/L
NE
5000
770
1
SM2320 B
3/29/19 10:10 CLB
P9C0574
Total Metals
Mercury
0.043
J
ug/L
0.2
0.20
0.036
1
7470A
3/26/19 13:10 MMR
P9C0474
Antimony
<0.19
ug/L
6
1.0
0.19
1
6020B
3/28/19 17:50 JAB
P9C0451
Arsenic
0.64
J
ug/L
10
1.0
0.031
1
6020B
3/28/19 17:50 JAB
P9C0451
Barium
100
ug/L
100
5.0
0.97
1
6020B
3/28/19 17:50 JAB
P9C0451
Beryllium
0.062
J
ug/L
1
1.0
0.057
1
6020B
3/28/19 17:50 JAB
P9C0451
Cadmium
1.1
ug/L
1
1.0
0.078
1
6020B
3/28/19 17:50 JAB
P9C0451
Chromium
0.84
J
ug/L
10
2.0
0.19
1
6020B
3/28/19 17:50 JAB
P9C0451
Cobalt
180
ug/L
10
1.0
0.0071
1
6020B
3/28/19 17:50 JAB
P9C0451
Copper
9.9
ug/L
10
5.0
0.22
1
6020B
3/28/19 17:50 JAB
P9C0451
Lead
0.72
J
ug/L
10
1.0
0.093
1
6020B
3/28/19 17:50 JAB
P9C0451
Nickel
15
ug/L
50
2.0
0.85
1
6020B
3/28/19 17:50 JAB
P9C0451
Selenium
<0.63
ug/L
10
5.0
0.63
1
6020B
3/28/19 17:50 JAB
P9C0451
Silver
<0.063
ug/L
10
5.0
0.063
1
6020B
3/28/19 17:50 JAB
P9C0451
Thallium
0.52
J
ug/L
5.5
1.0
0.099
1
6020B
3/28/19 17:50 JAB
P9C0451
Vanadium
1.1
ug/L
25
1.0
0.10
1
6020B
3/28/19 17:50 JAB
P9C0451
Zinc
38
ug/L
10
10
2.8
1
6020B
3/28/19 17:50 JAB
P9C0451
Volatile Organic Compounds by GC/MS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/29/19 17:28 KDM
P9C0588
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/29/19 17:28 KDM
P9C0588
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/29/19 17:28 KDM
P9C0588
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/29/19 17:28 KDM
P9C0588
1,1-Dichloroethane
4.3
ug/L
5
0.50
0.083
1
8260B
3/29/19 17:28 KDM
P9C0588
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/29/19 17:28 KDM
P9C0588
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/29/19 17:28 KDM
P9C0588
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/29/19 17:28 KDM
P9C0588
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/29/19 17:28 KDM
P9C0588
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 5 of 41

Full -Service Analytical &
P R S M Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/09/2019
Client Sample ID: MW-01
Prism Sample ID: 9030362-01
Prism Work Order: 9030362
Time Collected: 03/21/19 13:13
Time Submitted: 03/22/19 08:25
Parameter
Result Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
1,2-Dichlorobenzene
0.26
J ug/L
5
0.50
0.076
1
8260B
3/29/19 17:28 KDM
P9C0588
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/29/19 17:28 KDM
P9C0588
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/29/19 17:28 KDM
P9C0588
1,4-Dichlorobenzene
13
ug/L
1
0.50
0.050
1
8260B
3/29/19 17:28 KDM
P9C0588
Acetone
32
ug/L
100
5.0
0.31
1
8260B
3/29/19 17:28 KDM
P9C0588
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/29/19 17:28 KDM
P9C0588
Benzene
2.3
ug/L
1
0.50
0.048
1
8260B
3/29/19 17:28 KDM
P9C0588
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/29/19 17:28 KDM
P9C0588
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/29/19 17:28 KDM
P9C0588
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/29/19 17:28 KDM
P9C0588
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/29/19 17:28 KDM
P9C0588
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/29/19 17:28 KDM
P9C0588
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/29/19 17:28 KDM
P9C0588
Chlorobenzene
3.2
ug/L
3
0.50
0.062
1
8260B
3/29/19 17:28 KDM
P9C0588
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260B
3/29/19 17:28 KDM
P9C0588
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/29/19 17:28 KDM
P9C0588
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/29/19 17:28 KDM
P9C0588
cis-1,2-Dichloroethylene
6.9
ug/L
5
0.50
0.056
1
8260B
3/29/19 17:28 KDM
P9C0588
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/29/19 17:28 KDM
P9C0588
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/29/19 17:28 KDM
P9C0588
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/29/19 17:28 KDM
P9C0588
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/29/19 17:28 KDM
P9C0588
m,p-Xylenes
1.9
ug/L
NE
1.0
0.12
1
8260B
3/29/19 17:28 KDM
P9C0588
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/29/19 17:28 KDM
P9C0588
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/29/19 17:28 KDM
P9C0588
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/29/19 17:28 KDM
P9C0588
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/29/19 17:28 KDM
P9C0588
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260B
3/29/19 17:28 KDM
P9C0588
o-Xylene
1.4
ug/L
NE
0.50
0.044
1
8260B
3/29/19 17:28 KDM
P9C0588
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/29/19 17:28 KDM
P9C0588
Tetrachloroethylene
0.66
ug/L
1
0.50
0.098
1
8260B
3/29/19 17:28 KDM
P9C0588
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/29/19 17:28 KDM
P9C0588
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/29/19 17:28 KDM
P9C0588
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/29/19 17:28 KDM
P9C0588
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/29/19 17:28 KDM
P9C0588
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/29/19 17:28 KDM
P9C0588
Trichloroethylene
0.81
ug/L
1
0.50
0.078
1
8260B
3/29/19 17:28 KDM
P9C0588
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/29/19 17:28 KDM
P9C0588
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 6 of 41

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/09/2019
Client Sample ID: MW-01
Prism Sample ID: 9030362-01
Prism Work Order: 9030362
Time Collected: 03/21/19 13:13
Time Submitted: 03/22/19 08:25
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260B 3/29/19 17:28 KDM
P9C0588
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260B 3/29/19 17:28 KDM
P9C0588
Xylenes, total
3.3
ug/L
5
1.5
0.15
1
8260B 3/29/19 17:28 KDM
P9C0588
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
100 % 80-124
Dibromofluoromethane
101 % 75-129
Toluene-d8
94 % 77-123
Volatile Organic Compounds by GUMS SIM
1,4-Dioxane
<0.14
ug/L
10
3.0
0.14
1
8260B SIM 4/1/19 15:51 JLB
P9D0010
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 7 of 41

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
04/09/2019
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Client Sample ID: MW-02
Prism Sample ID: 9030362-02
Prism Work Order: 9030362
Time Collected: 03/21/19 11:28
Time Submitted: 03/22/19 08:25
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Anions by Ion Chromatography
Chloride
19000
ug/L
NE
1000
120
1
9056A
3/22/19 14:50 BMS
P9C0454
Nitrate as N
340
ug/L
10000
100
41
1
9056A
3/22/19 14:50 BMS
P9C0454
Sulfate
10000
ug/L
250000
2000
490
1
9056A
3/22/19 14:50 BMS
P9C0454
General Chemistry Parameters
Biochemical Oxygen Demand
1000 J
ug/L
NE
2000
200
1
SM5210 B
3/22/19 11:41 CBM
P9C0550
Chemical Oxygen Demand
27000 J
ug/L
NE
50000
17000
1
SM5220 D
3/22/19 12:44 SLS
P9C0446
Cyanide
<5.0
ug/L
10
25
5.0
5
9014
3/25/19 14:35 BMS
P9C0418
Ferrous Iron
<46
ug/L
NE
200
46
1
SM3500-Fe D
3/22/19 13:10 BMS
P9C0445
Sulfide
1200 J
ug/L
1000
2000
830
1
SM4500-S F
3/26/19 12:45 CBM
P9C0532
Total Alkalinity to pH 4.5
39000
ug/L
NE
5000
770
1
SM2320 B
3/29/19 10:10 CLB
P9C0574
Total Metals
Mercury
0.058
J
ug/L
0.2
0.20
0.036
1
7470A
3/26/19 13:14 MMR
P9C0474
Antimony
<0.19
ug/L
6
1.0
0.19
1
6020B
3/28/19 17:56 JAB
P9C0451
Arsenic
0.87
J
ug/L
10
1.0
0.031
1
6020B
3/28/19 17:56 JAB
P9C0451
Barium
50
ug/L
100
5.0
0.97
1
6020B
3/28/19 17:56 JAB
P9C0451
Beryllium
0.15
J
ug/L
1
1.0
0.057
1
6020B
3/28/19 17:56 JAB
P9C0451
Cadmium
<0.078
ug/L
1
1.0
0.078
1
6020B
3/28/19 17:56 JAB
P9C0451
Chromium
5.9
ug/L
10
2.0
0.19
1
6020B
3/28/19 17:56 JAB
P9C0451
Cobalt
13
ug/L
10
1.0
0.0071
1
6020B
3/28/19 17:56 JAB
P9C0451
Copper
5.2
ug/L
10
5.0
0.22
1
6020B
3/28/19 17:56 JAB
P9C0451
Lead
1.5
ug/L
10
1.0
0.093
1
6020B
3/28/19 17:56 JAB
P9C0451
Nickel
3.9
ug/L
50
2.0
0.85
1
6020B
3/28/19 17:56 JAB
P9C0451
Selenium
<0.63
ug/L
10
5.0
0.63
1
6020B
3/28/19 17:56 JAB
P9C0451
Silver
<0.063
ug/L
10
5.0
0.063
1
6020B
3/28/19 17:56 JAB
P9C0451
Thallium
0.12
J
ug/L
5.5
1.0
0.099
1
6020B
3/28/19 17:56 JAB
P9C0451
Vanadium
7.0
ug/L
25
1.0
0.10
1
6020B
3/28/19 17:56 JAB
P9C0451
Zinc
29
ug/L
10
10
2.8
1
6020B
3/28/19 17:56 JAB
P9C0451
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/29/19 17:54 KDM
P9C0588
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/29/19 17:54 KDM
P9C0588
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/29/19 17:54 KDM
P9C0588
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/29/19 17:54 KDM
P9C0588
1,1-Dichloroethane
0.35
J
ug/L
5
0.50
0.083
1
8260B
3/29/19 17:54 KDM
P9C0588
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/29/19 17:54 KDM
P9C0588
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/29/19 17:54 KDM
P9C0588
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/29/19 17:54 KDM
P9C0588
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/29/19 17:54 KDM
P9C0588
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 8 of 41

Full -Service Analytical &
P R S M Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/09/2019
Client Sample ID: MW-02
Prism Sample ID: 9030362-02
Prism Work Order: 9030362
Time Collected: 03/21/19 11:28
Time Submitted: 03/22/19 08:25
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260B
3/29/19 17:54 KDM
P9C0588
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/29/19 17:54 KDM
P9C0588
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/29/19 17:54 KDM
P9C0588
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260B
3/29/19 17:54 KDM
P9C0588
Acetone
6.3
ug/L
100
5.0
0.31
1
8260B
3/29/19 17:54 KDM
P9C0588
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/29/19 17:54 KDM
P9C0588
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260B
3/29/19 17:54 KDM
P9C0588
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/29/19 17:54 KDM
P9C0588
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/29/19 17:54 KDM
P9C0588
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/29/19 17:54 KDM
P9C0588
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/29/19 17:54 KDM
P9C0588
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/29/19 17:54 KDM
P9C0588
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/29/19 17:54 KDM
P9C0588
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260B
3/29/19 17:54 KDM
P9C0588
Chloroethane
<0,22
ug/L
10
0.50
0.22
1
8260B
3/29/19 17:54 KDM
P9C0588
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/29/19 17:54 KDM
P9C0588
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/29/19 17:54 KDM
P9C0588
cis-1,2-Dichloroethylene
0.55
ug/L
5
0.50
0.056
1
8260B
3/29/19 17:54 KDM
P9C0588
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/29/19 17:54 KDM
P9C0588
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/29/19 17:54 KDM
P9C0588
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/29/19 17:54 KDM
P9C0588
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/29/19 17:54 KDM
P9C0588
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260B
3/29/19 17:54 KDM
P9C0588
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/29/19 17:54 KDM
P9C0588
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/29/19 17:54 KDM
P9C0588
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/29/19 17:54 KDM
P9C0588
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/29/19 17:54 KDM
P9C0588
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260B
3/29/19 17:54 KDM
P9C0588
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260B
3/29/19 17:54 KDM
P9C0588
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/29/19 17:54 KDM
P9C0588
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/29/19 17:54 KDM
P9C0588
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/29/19 17:54 KDM
P9C0588
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/29/19 17:54 KDM
P9C0588
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/29/19 17:54 KDM
P9C0588
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/29/19 17:54 KDM
P9C0588
trans- 1,4-Dich loro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/29/19 17:54 KDM
P9C0588
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260B
3/29/19 17:54 KDM
P9C0588
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 9 of 41

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Laboratory Report
04/09/2019
Project: Jackson Cty Landfill (Permit Client Sample ID: MW-02
50-02)
Prism Sample ID: 9030362-02
Project No.: 50-02
Prism Work Order: 9030362
Sample Matrix: Water
Time Collected: 03/21/19 11:28
Time Submitted: 03/22/19 08:25
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062 1
8260B
3/29/19 17:54 KDM
P9C0588
Vinyl acetate
<0.060
ug/L
50
2.0
0.060 1
8260B
3/29/19 17:54 KDM
P9C0588
Vinyl chloride
<0.097
ug/L
1
0.50
0.097 1
8260B
3/29/19 17:54 KDM
P9C0588
Xylenes, total
<0.15
ug/L
5
1.5
0.15 1
8260B
3/29/19 17:54 KDM
P9C0588
Surrogate
Recovery Control Limits
4-Bromofluorobenzene 100 % 80-124
Dibromofluoromethane 102 % 75-129
Toluene-d8 92 % 77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane 2.8 J ug/L 10 3.0 0.14 1 8260B SIM 4/1119 16:16 JLB P9D0010
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 10 of 41

Laboratory Report
Full -Service
P R S M
Analytical &
Environmental
LABORATORIES INC.
Solutions
04/09/2019
Anchor QEA of North Carolina, PLLC
Project: Jackson Cty Landfill
(Permit
Client
Sample ID:
MW-06
Attn: Brian Gant
50-02)
Prism Sample ID:
9030362-03
231 Haywood Street
Project No.:
50-02
Prism Work Order:
9030362
Asheville, NC 28801
Sample Matrix:
Water
Time
Collected: 03/21/19 09:58
Time
Submitted: 03/22/19
08:25
Parameter
Result Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Anions by Ion Chromatography
Chloride
1100
ug/L
NE
1000
120
1
9056A
3/22/19 13:45 BMS
P9C0454
Nitrate as N
590
ug/L
10000
100
41
1
9056A
3/22/19 13:45 BMS
P9C0454
Sulfate
1100
J ug/L
250000
2000
490
1
9056A
3/22/19 13:45 BMS
P9C0454
General Chemistry Parameters
Biochemical Oxygen Demand
<200
ug/L
NE
2000
200
1
SM5210 B
3/22/19 11:41 CBM
P9C0550
Chemical Oxygen Demand
<17000
ug/L
NE
50000
17000
1
SM5220 D
3/27/19 9:59 SLS
P9C0516
Cyanide
<5.0
ug/L
10
25
5.0
5
9014
3/25/19 14:35 BMS
P9C0418
Ferrous Iron
<46
ug/L
NE
200
46
1
SM3500-Fe D 3/22/19 13:10 BMS
P9C0445
Sulfide
2700
ug/L
1000
2000
830
1
SM4500-S F
3/26/19 12:45 CBM
P9C0532
Total Alkalinity to pH 4.5
22000
ug/L
NE
5000
770
1
SM2320 B
3/29/19 10:10 CLB
P9C0574
Total Metals
Mercury
<0.036
ug/L
0.2
0.20
0.036
1
7470A
3/26/19 13:18 MMR
P9C0474
Antimony
<0.19
ug/L
6
1.0
0.19
1
6020B
3/28/19 18:03 JAB
P9C0451
Arsenic
0.17
J ug/L
10
1.0
0.031
1
6020B
3/28/19 18:03 JAB
P9C0451
Barium
56
ug/L
100
5.0
0.97
1
6020B
3/28/19 18:03 JAB
P9C0451
Beryllium
0.094
J ug/L
1
1.0
0.057
1
6020B
3/28/19 18:03 JAB
P9C0451
Cadmium
0.20
J ug/L
1
1.0
0.078
1
6020B
3/28/19 18:03 JAB
P9C0451
Chromium
0.77
J ug/L
10
2.0
0.19
1
6020B
3/28/19 18:03 JAB
P9C0451
Cobalt
5.9
ug/L
10
1.0
0.0071
1
6020B
3/28/19 18:03 JAB
P9C0451
Copper
3.8
J ug/L
10
5.0
0.22
1
6020B
3/28/19 18:03 JAB
P9C0451
Lead
0.10
J ug/L
10
1.0
0.093
1
6020B
3/28/19 18:03 JAB
P9C0451
Nickel
19
ug/L
50
2.0
0.85
1
6020B
3/28/19 18:03 JAB
P9C0451
Selenium
<0.63
ug/L
10
5.0
0.63
1
6020B
3/28/19 18:03 JAB
P9C0451
Silver
<0.063
ug/L
10
5.0
0.063
1
6020B
3/28/19 18:03 JAB
P9C0451
Thallium
0.43
J ug/L
5.5
1.0
0.099
1
6020B
3/28/19 18:03 JAB
P9C0451
Vanadium
0.95
J ug/L
25
1.0
0.10
1
6020B
3128/19 18:03 JAB
P9C0451
Zinc
28
ug/L
10
10
2.8
1
6020B
3/28/19 18:03 JAB
P9C0451
Volatile Organic Compounds by GC/MS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/29/19 18:20 KDM
P9C0588
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/29/19 18:20 KDM
P9C0588
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/29/19 18:20 KDM
P9C0588
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/29/19 18:20 KDM
P9C0588
1,1-Dichloroethane
2.2
ug/L
5
0.50
0.083
1
8260B
3/29/19 18:20 KDM
P9C0588
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/29/19 18:20 KDM
P9C0588
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/29/19 18:20 KDM
P9C0588
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/29/19 18:20 KDM
P9C0588
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/29/19 18:20 KDM
P9C0588
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 11 of 41

Full -Service Analytical &
P R S M Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/09/2019
Client Sample ID: MW-06
Prism Sample ID: 9030362-03
Prism Work Order: 9030362
Time Collected: 03/21/19 09:58
Time Submitted: 03/22/19 08:25
Parameter
Result Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260B
3/29/19 18:20 KDM
P9C0588
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/29/19 18:20 KDM
P9C0588
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/29/19 18:20 KDM
P9C0588
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260B
3/29/19 18:20 KDM
P9C0588
Acetone
<0.31
ug/L
100
5.0
0.31
1
8260B
3/29/19 18:20 KDM
P9C0588
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/29/19 18:20 KDM
P9C0588
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260B
3/29/19 18:20 KDM
P9C0588
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/29/19 18:20 KDM
P9C0588
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/29/19 18:20 KDM
P9C0588
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/29/19 18:20 KDM
P9C0588
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/29/19 18:20 KDM
P9C0588
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/29/19 18:20 KDM
P9C0588
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/29/19 18:20 KDM
P9C0588
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260B
3/29/19 18:20 KDM
P9C0588
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260B
3/29/19 18:20 KDM
P9C0588
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/29/19 18:20 KDM
P9C0588
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/29/19 18:20 KDM
P9C0588
cis-1,2-Dichloroethylene
1.6
ug/L
5
0.50
0.056
1
8260B
3/29/19 18:20 KDM
P9C0588
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/29/19 18:20 KDM
P9C0588
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/29/19 18:20 KDM
P9C0588
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/29/19 18:20 KDM
P9C0588
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/29/19 18:20 KDM
P9C0588
m,p-Xylenes
0.51
J ug/L
NE
1.0
0.12
1
8260B
3/29/19 18:20 KDM
P9C0588
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/29/19 18:20 KDM
P9C0588
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/29/19 18:20 KDM
P9C0588
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/29/19 18:20 KDM
P9C0588
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/29/19 18:20 KDM
P9C0588
Methylene Chloride
0.61
A, J ug/L
1
1.0
0.083
1
8260B
3/29/19 18:20 KDM
P9C0588
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260B
3/29/19 18:20 KDM
P9C0588
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/29/19 18:20 KDM
P9C0588
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/29/19 18:20 KDM
P9C0588
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/29/19 18:20 KDM
P9C0588
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/29/19 18:20 KDM
P9C0588
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/29/19 18:20 KDM
P9C0588
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/29/19 18:20 KDM
P9C0588
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/29/19 18:20 KDM
P9C0588
Trichloroethylene
0.26
J ug/L
1
0.50
0.078
1
8260B
3/29/19 18:20 KDM
P9C0588
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 12 of 41

�Full-Service Analytical
P R I S M
Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Laboratory Report
04/09/2019
Client Sample ID: MW-06
Prism Sample ID: 9030362-03
Prism Work Order: 9030362
Time Collected: 03/21/19 09:58
Time Submitted: 03/22/19 08:25
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260B 3/29/19 18:20 KDM
P9C0588
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260B 3/29/19 18:20 KDM
P9C0588
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260B 3/29/19 18:20 KDM
P9C0588
Xylenes, total
0.51 J
ug/L
5
1.5
0.15
1
8260B 3/29/19 18:20 KDM
P9C0588
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
98 % 80-124
Dibromofluoromethane
100 % 75-129
Toluene-d8
93 % 77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
<0.14
ug/L
10
3.0
0.14
1
8260B SIM 4/1/19 16:41 JLB
P9D0010
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 13 of 41

�Full-Service Analytical s
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
04/09/2019
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Client Sample ID: Trip Blank (1)
Prism Sample ID: 9030362-04
Prism Work Order: 9030362
Time Collected: 03/21/19 00:00
Time Submitted: 03/22/19 08:25
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/29/19 16:37 KDM
P9C0588
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/29/19 16:37 KDM
P9C0588
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/29/19 16:37 KDM
P9C0588
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/29/19 16:37 KDM
P9C0588
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260B
3/29/19 16:37 KDM
P9C0588
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/29/19 16:37 KDM
P9C0588
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/29/19 16:37 KDM
P9C0588
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/29/19 16:37 KDM
P9C0588
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/29/19 16:37 KDM
P9C0588
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260B
3/29/19 16:37 KDM
P9C0588
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/29/19 16:37 KDM
P9C0588
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/29/19 16:37 KDM
P9C0588
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260B
3/29/19 16:37 KDM
P9C0588
Acetone
<0.31
ug/L
100
5.0
0.31
1
8260B
3/29/19 16:37 KDM
P9C0588
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/29/19 16:37 KDM
P9C0588
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260B
3/29/19 16:37 KDM
P9C0588
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/29/19 16:37 KDM
P9C0588
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/29/19 16:37 KDM
P9C0588
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/29/19 16:37 KDM
P9C0588
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/29/19 16:37 KDM
P9C0588
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/29/19 16:37 KDM
P9C0588
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/29/19 16:37 KDM
P9C0588
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260B
3/29/19 16:37 KDM
P9C0588
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260B
3/29/19 16:37 KDM
P9C0588
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/29/19 16:37 KDM
P9C0588
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/29/19 16:37 KDM
P9C0588
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260B
3/29/19 16:37 KDM
P9C0588
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/29/19 16:37 KDM
P9C0588
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/29/19 16:37 KDM
P9C0588
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/29/19 16:37 KDM
P9C0588
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/29/19 16:37 KDM
P9C0588
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260B
3/29/19 16:37 KDM
P9C0588
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/29/19 16:37 KDM
P9C0588
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/29/19 16:37 KDM
P9C0588
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/29/19 16:37 KDM
P9C0588
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/29/19 16:37 KDM
P9C0588
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 14 of 41

P R S M Laboratory Report
Full -Service Analytical &
Environmental Solutions 04/09/2019
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Client Sample ID: Trip Blank (1)
Attn: Brian Gant 50-02) Prism Sample ID: 9030362-04
231 Haywood Street Project No.: 50-02 Prism Work Order: 9030362
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/21/19 00:00
Time Submitted: 03/22/19 08:25
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260B
3/29/19 16:37 KDM
P9C0588
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260B
3/29/19 16:37 KDM
P9C0588
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/29/19 16:37 KDM
P9C0588
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/29/19 16:37 KDM
P9C0588
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/29/19 16:37 KDM
P9C0588
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/29/19 16:37 KDM
P9C0588
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/29/19 16:37 KDM
P9C0588
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/29/19 16:37 KDM
P9C0588
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/29/19 16:37 KDM
P9C0588
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260B
3/29/19 16:37 KDM
P9C0588
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/29/19 16:37 KDM
P9C0588
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260B
3/29/19 16:37 KDM
P9C0588
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260B
3/29/19 16:37 KDM
P9C0588
Xylenes, total
<0.15
ug/L
5
1.5
0.15
1
8260B
3/29/19 16:37 KDM
P9C0588
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
96 %
80-124
Dibromofluoromethane
101 % 75-129
Toluene-d8
91 %
77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
<0.14
ug/L
10
3.0
0.14
1
8260B SIM
4/1/19 15:25 JLB
P9D0010
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 15 of 41

�Full-Service Analytical s
P R I S M
Environmental Solutions
LABORATORIES INC.
Laboratory Report
04/09/2019
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Project: Jackson Cty Landfill (Permit
50-02)
Project No.: 50-02
Sample Matrix: Water
Client Sample ID: Trip Blank (2)
Prism Sample ID: 9030362-05
Prism Work Order: 9030362
Time Collected: 03/21/19 00:00
Time Submitted: 03/22/19 08:25
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260B
3/29/19 17:03 KDM
P9C0588
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260B
3/29/19 17:03 KDM
P9C0588
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260B
3/29/19 17:03 KDM
P9C0588
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/29/19 17:03 KDM
P9C0588
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260B
3/29/19 17:03 KDM
P9C0588
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260B
3/29/19 17:03 KDM
P9C0588
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260B
3/29/19 17:03 KDM
P9C0588
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260B
3/29/19 17:03 KDM
P9C0588
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260B
3/29/19 17:03 KDM
P9C0588
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260B
3/29/19 17:03 KDM
P9C0588
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260B
3/29/19 17:03 KDM
P9C0588
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260B
3/29/19 17:03 KDM
P9C0588
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260B
3/29/19 17:03 KDM
P9C0588
Acetone
<0.31
ug/L
100
5.0
0.31
1
8260B
3/29/19 17:03 KDM
P9C0588
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260B
3/29/19 17:03 KDM
P9C0588
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260B
3/29/19 17:03 KDM
P9C0588
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260B
3/29/19 17:03 KDM
P9C0588
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/29/19 17:03 KDM
P9C0588
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260B
3/29/19 17:03 KDM
P9C0588
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260B
3/29/19 17:03 KDM
P9C0588
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260B
3/29/19 17:03 KDM
P9C0588
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260B
3/29/19 17:03 KDM
P9C0588
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260B
3/29/19 17:03 KDM
P9C0588
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260B
3/29/19 17:03 KDM
P9C0588
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260B
3/29/19 17:03 KDM
P9C0588
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260B
3/29/19 17:03 KDM
P9C0588
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260B
3/29/19 17:03 KDM
P9C0588
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260B
3/29/19 17:03 KDM
P9C0588
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260B
3/29/19 17:03 KDM
P9C0588
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260B
3/29/19 17:03 KDM
P9C0588
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260B
3/29/19 17:03 KDM
P9C0588
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260B
3/29/19 17:03 KDM
P9C0588
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260B
3/29/19 17:03 KDM
P9C0588
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260B
3/29/19 17:03 KDM
P9C0588
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260B
3/29/19 17:03 KDM
P9C0588
Methyl Isobutyl Ketone
<0.078
ug/L
100
5.0
0.078
1
8260B
3/29/19 17:03 KDM
P9C0588
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 16 of 41

P R S M Laboratory Report
Full -Service Analytical &
Environmental Solutions 04/09/2019
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Client Sample ID: Trip Blank (2)
Attn: Brian Gant 50-02) Prism Sample ID: 9030362-05
231 Haywood Street Project No.: 50-02 Prism Work Order: 9030362
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/21/19 00:00
Time Submitted: 03/22/19 08:25
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260B
3/29/19 17:03 KDM
P9C0588
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260B
3/29/19 17:03 KDM
P9C0588
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260B
3/29/19 17:03 KDM
P9C0588
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260B
3/29/19 17:03 KDM
P9C0588
Tetrahydrofuran
<0.16
ug/L
NE
10
0.16
1
8260B
3/29/19 17:03 KDM
P9C0588
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260B
3/29/19 17:03 KDM
P9C0588
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260B
3/29/19 17:03 KDM
P9C0588
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260B
3/29/19 17:03 KDM
P9C0588
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260B
3/29/19 17:03 KDM
P9C0588
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260B
3/29/19 17:03 KDM
P9C0588
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260B
3/29/19 17:03 KDM
P9C0588
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260B
3/29/19 17:03 KDM
P9C0588
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260B
3/29/19 17:03 KDM
P9C0588
Xylenes, total
<0.15
ug/L
5
1.5
0.15
1
8260B
3/29/19 17:03 KDM
P9C0588
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
99 %
80-124
Dibromofluoromethane
99 %
75-129
Toluene-d8
95 %
77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
<0.14
ug/L
10
3.0
0.14
1
8260B SIM
4/1/19 15:00 JLB
P9D0010
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 17 of 41

Full -Service Analytical &
LIPMVP
S M Environmental Solutions
OR TORIEB, INC.
Level II QC Report
4/9/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Prism Work Order: 9030362
Time Submitted: 3/22/2019 8:25:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO588 - 5030B
Blank (P9C0588-BLK1)
Prepared & Analyzed: 03/29/19
1,1,1,2-Tetrachloroethane
BRL
0.50
ug/L
1,1,1-Trichloroethane
BRL
0.50
ug/L
1,1,2,2-Tetrachloroethane
BRL
0.50
ug/L
1,1,2-Trichloroethane
BRL
0.50
ug/L
1,1-Dichloroethane
BRL
0.50
ug/L
1,1-Dichloroethylene
BRL
0.50
ug/L
1,2,3-Trichloropropane
BRL
1.0
ug/L
1,2-Dibromo-3-chloropropane
BRL
2.0
ug/L
1,2-Dibromoethane
BRL
0.50
ug/L
1,2-Dichlorobenzene
BRL
0.50
ug/L
1,2-Dichloroethane
BRL
0.50
ug/L
1,2-Dichloropropane
BRL
0.50
ug/L
1,4-Dichlorobenzene
BRL
0.50
ug/L
Acetone
BRL
5.0
ug/L
Acrylonitrile
BRL
20
ug/L
Benzene
BRL
0.50
ug/L
Bromochloromethane
BRL
0.50
ug/L
Bromodichloromethane
BRL
0.50
ug/L
Bromoform
BRL
1.0
ug/L
Bromomethane
BRL
1.0
ug/L
Carbon disulfide
BRL
5.0
ug/L
Carbon Tetrachloride
BRL
0.50
ug/L
Chlorobenzene
BRL
0.50
ug/L
Chloroethane
BRL
0.50
ug/L
Chloroform
BRL
0.50
ug/L
Chloromethane
BRL
0.50
ug/L
cis-1,2-Dichloroethylene
BRL
0.50
ug/L
cis-1,3-Dichloropropylene
BRL
0.50
ug/L
Dibromochloromethane
BRL
0.50
ug/L
Dibromomethane
BRL
0.50
ug/L
Ethylbenzene
BRL
0.50
ug/L
m,p-Xylenes
BRL
1.0
ug/L
Methyl Butyl Ketone (2-Hexanone)
BRL
5.0
ug/L
Methyl Ethyl Ketone (2-Butanone)
BRL
5.0
ug/L
Methyl Iodide
BRL
5.0
ug/L
Methyl Isobutyl Ketone
BRL
5.0
ug/L
Methylene Chloride
BRL
1.0
ug/L
o-Xylene
BRL
0.50
ug/L
Styrene
BRL
0.50
ug/L
Tetrachloroethylene
BRL
0.50
ug/L
Tetrahydrofuran
BRL
10
ug/L
Toluene
BRL
0.50
ug/L
trans- 1,2-Dichloroethylene
BRL
0.50
ug/L
trans- 1,3-Dichloropropylene
BRL
0.50
ug/L
trans-1,4-Dichloro-2-butene
BRL
10
ug/L
Trichloroethylene
BRL
0.50
ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 18 of 41

PR I S M Full -Service Analytical Environmental Solutions
LABCFATCRIES, NC.
Level II QC Report
4/9/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Prism Work Order: 9030362
Attn: Brian Gant 50-02) Time Submitted: 3/22/2019 8:25:OOAM
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO588 - 5030B
Blank (P9C0588-BLK1)
Prepared & Analyzed: 03/29/19
Trichlorofluoromethane
BRL
0.50
ug/L
Vinyl acetate
BRL
2.0
ug/L
Vinyl chloride
BRL
0.50
ug/L
Xylenes, total
BRL
1.5
ug/L
Surrogate:4-Bromofluorobenzene
49.9
ug/L
50.00
100
80-124
Surrogate: Dibromofluoromethane
51.1
ug/L
50.00
102
75-129
Surrogate: Toluene-d8
46.5
ug/L
50.00
93
77-123
LCS (P9CO588-BSI)
Prepared &Analyzed: 03/29/19
1,1,1,2-Tetrachloroethane
21.0
0.50
ug/L
20.00
105
79-134
1,1,1-Trichloroethane
22.0
0.50
ug/L
20.00
110
75-136
1,1,2,2-Tetrachloroethane
19.4
0.50
ug/L
20.00
97
62-127
1,1,2-Trichloroethane
22.4
0.50
ug/L
20.00
112
70-140
1,1-Dichloroethane
22.5
0.50
ug/L
20.00
113
78-130
1,1-Dichloroethylene
23.5
0.50
ug/L
20.00
117
70-154
1,2,3-Trichloropropane
19.1
1.0
ug/L
20.00
95
71-127
1,2-Dibromo-3-chloropropane
16.9
2.0
ug/L
20.00
85
63-134
1,2-Dibromoethane
20.4
0.50
ug/L
20.00
102
77-135
1,2-Dichlorobenzene
18.8
0.50
ug/L
20.00
94
78-128
1,2-Dichloroethane
22.3
0.50
ug/L
20.00
112
68-131
1,2-Dichloropropane
22.3
0.50
ug/L
20.00
112
77-130
1,4-Dichlorobenzene
18.5
0.50
ug/L
20.00
92
75-126
Acetone
65.1
5.0
ug/L
40.00
163
40-166
Acrylonitrile
44.6
20
ug/L
40.00
ill
81-127
Benzene
21.8
0.50
ug/L
20.00
109
77-128
Bromochloromethane
22.9
0.50
ug/L
20.00
115
78-135
Bromodichloromethane
21.8
0.50
ug/L
20.00
109
76-138
Bromoform
19.0
1.0
ug/L
20.00
95
71-135
Bromomethane
22.6
1.0
ug/L
20.00
113
41-168
Carbon disulfide
21.9
5.0
ug/L
20.00
110
59-135
Carbon Tetrachloride
19.9
0.50
ug/L
20.00
100
72-142
Chlorobenzene
19.7
0.50
ug/L
20.00
98
78-119
Chloroethane
24.0
0.50
ug/L
20.00
120
57-142
Chloroform
21.9
0.50
ug/L
20.00
109
77-130
Chloromethane
21.6
0.50
ug/L
20.00
108
47-145
cis-1,2-Dichloroethylene
22.4
0.50
ug/L
20.00
112
76-141
cis-1,3-Dichloropropylene
22.1
0.50
ug/L
20.00
110
65-140
Dibromochloromethane
19.6
0.50
ug/L
20.00
98
75-134
Dibromomethane
22.3
0.50
ug/L
20.00
112
76-138
Ethylbenzene
20.3
0.50
ug/L
20.00
101
80-127
m,p-Xylenes
40.4
1.0
ug/L
40.00
101
77-133
Methyl Butyl Ketone (2-Hexanone)
19.6
5.0
ug/L
20.00
98
64-137
Methyl Ethyl Ketone (2-Butanone)
25.2
5.0
ug/L
20.00
126
71-134
Methyl Iodide
19.3
5.0
ug/L
20.00
96
70-130
Methyl Isobutyl Ketone
23.2
5.0
ug/L
20.00
116
69-134
Methylene Chloride
23.3
1.0
ug/L
20.00
116
73-131
o-Xylene
20.0
0.50
ug/L
20.00
100
78-128
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 19 of 41

P R I S M Full -Service Analytical s
Environmental Solutions
LABCFATCRIES, NC.
Level II QC Report
4/9/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Prism Work Order: 9030362
Attn: Brian Gant 50-02) Time Submitted: 3/22/2019 8:25:OOAM
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO588 - 5030B
LCS (P9C0588-BSI)
Prepared &Analyzed: 03/29/19
Styrene
19.4
0.50
ug/L
20.00
97
78-129
Tetrachloroethylene
20.0
0.50
ug/L
20.00
100
80-129
Tetrahydrofuran
22.2
10
ug/L
20.00
ill
70-130
Toluene
22.1
0.50
ug/L
20.00
110
76-131
trans- 1,2-Dichloroethylene
22.2
0.50
ug/L
20.00
ill
76-135
trans- 1,3-Dichloropropylene
22.3
0.50
ug/L
20.00
ill
67-140
trans-1,4-Dichloro-2-butene
15.6
10
ug/L
20.00
78
70-130
Trichloroethylene
21.7
0.50
ug/L
20.00
108
77-133
Trichlorofluoromethane
22.0
0.50
ug/L
20.00
110
62-148
Vinyl acetate
23.6
2.0
ug/L
20.00
118
34-167
Vinyl chloride
18.7
0.50
ug/L
20.00
94
57-141
Xylenes, total
60.4
1.5
ug/L
60.00
101
77-133
Surrogate:4-Bromofluorobenzene
48.4
ug/L
50.00
97
80-124
Surrogate: Dibromofluoromethane
50.6
ug/L
50.00
101
75-129
Surrogate: Toluene-d8
46.4
ug/L
50.00
93
77-123
LCS Dup (P9C0588-113SD1)
Prepared &Analyzed: 03/29/19
1,1,1,2-Tetrachloroethane
21.0
0.50
ug/L
20.00
105
79-134
0
20
1,1,1-Trichloroethane
21.5
0.50
ug/L
20.00
107
75-136
3
20
1,1,2,2-Tetrachloroethane
20.1
0.50
ug/L
20.00
100
62-127
4
20
1,1,2-Trichloroethane
22.0
0.50
ug/L
20.00
110
70-140
2
20
1,1-Dichloroethane
21.8
0.50
ug/L
20.00
109
78-130
3
20
1,1-Dichloroethylene
22.2
0.50
ug/L
20.00
ill
70-154
6
20
1,2,3-Trichloropropane
20.3
1.0
ug/L
20.00
102
71-127
6
20
1,2-Dibromo-3-chloropropane
17.0
2.0
ug/L
20.00
85
63-134
0.1
20
1,2-Dibromoethane
20.5
0.50
ug/L
20.00
102
77-135
0.5
20
1,2-Dichlorobenzene
19.0
0.50
ug/L
20.00
95
78-128
1
20
1,2-Dichloroethane
21.8
0.50
ug/L
20.00
109
68-131
3
20
1,2-Dichloropropane
22.0
0.50
ug/L
20.00
110
77-130
1
20
1,4-Dichlorobenzene
18.8
0.50
ug/L
20.00
94
75-126
2
20
Acetone
58.0
5.0
ug/L
40.00
145
40-166
12
20
Acrylonitrile
44.7
20
ug/L
40.00
112
81-127
0.3
20
Benzene
21.2
0.50
ug/L
20.00
106
77-128
3
20
Bromochloromethane
21.8
0.50
ug/L
20.00
109
78-135
5
20
Bromodichloromethane
21.1
0.50
ug/L
20.00
106
76-138
3
20
Bromoform
19.2
1.0
ug/L
20.00
96
71-135
1
20
Bromomethane
22.8
1.0
ug/L
20.00
114
41-168
0.7
20
Carbon disulfide
21.0
5.0
ug/L
20.00
105
59-135
4
20
Carbon Tetrachloride
19.1
0.50
ug/L
20.00
95
72-142
4
20
Chlorobenzene
19.4
0.50
ug/L
20.00
97
78-119
1
20
Chloroethane
22.9
0.50
ug/L
20.00
114
57-142
5
20
Chloroform
21.3
0.50
ug/L
20.00
106
77-130
3
20
Chloromethane
21.2
0.50
ug/L
20.00
106
47-145
1
20
cis-1,2-Dichloroethylene
21.5
0.50
ug/L
20.00
107
76-141
4
20
cis-1,3-Dichloropropylene
21.7
0.50
ug/L
20.00
108
65-140
2
20
Dibromochloromethane
19.4
0.50
ug/L
20.00
97
75-134
0.9
20
Dibromomethane
22.4
0.50
ug/L
20.00
112
76-138
0.2
20
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 20 of 41

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/9/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Prism Work Order: 9030362
Time Submitted: 3/22/2019 8:25:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO588 - 5030B
LCS Dup (P9C0588-BSD1)
Prepared & Analyzed: 03/29/19
Ethylbenzene
20.4
0.50
ug/L
20.00
102
80-127
0.6
20
m,p-Xylenes
40.5
1.0
ug/L
40.00
101
77-133
0.3
20
Methyl Butyl Ketone (2-Hexanone)
19.2
5.0
ug/L
20.00
96
64-137
2
20
Methyl Ethyl Ketone (2-Butanone)
22.6
5.0
ug/L
20.00
113
71-134
11
20
Methyl Iodide
18.9
5.0
ug/L
20.00
95
70-130
2
20
Methyl Isobutyl Ketone
22.8
5.0
ug/L
20.00
114
69-134
1
20
Methylene Chloride
22.6
1.0
ug/L
20.00
113
73-131
3
20
o-Xylene
20.0
0.50
ug/L
20.00
100
78-128
0
20
Styrene
19.7
0.50
ug/L
20.00
98
78-129
1
20
Tetrachloroethylene
20.2
0.50
ug/L
20.00
101
80-129
1
20
Tetrahydrofuran
21.8
10
ug/L
20.00
109
70-130
2
20
Toluene
21.3
0.50
ug/L
20.00
107
76-131
3
20
trans-1,2-Dichloroethylene
21.4
0.50
ug/L
20.00
107
76-135
3
20
trans-1,3-Dichloropropylene
21.9
0.50
ug/L
20.00
110
67-140
1
20
trans-1,4-Dichloro-2-butene
15.9
10
ug/L
20.00
80
70-130
2
20
Trichloroethylene
20.9
0.50
ug/L
20.00
104
77-133
4
20
Trichlorofluoromethane
21.7
0.50
ug/L
20.00
108
62-148
2
20
Vinyl acetate
23.5
2.0
ug/L
20.00
117
34-167
0.6
20
Vinyl chloride
18.1
0.50
ug/L
20.00
90
57-141
3
20
Xylenes, total
60.5
1.5
ug/L
60.00
101
77-133
0.2
20
Surrogate:4-Bromofluorobenzene
48.9
ug/L
50.00
98
80-124
Surrogate: Dibromofluoromethane
50.7
ug/L
50.00
101
75-129
Surrogate: Toluene-d8
47.6
ug/L
50.00
95
77-123
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 21 of 41

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/9/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Volatile Organic Compounds by GC/MS SIM - Quality Control
Prism Work Order: 9030362
Time Submitted: 3/22/2019 8:25:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch MOM - 5030B
Blank (P9D0010-BLK1)
Prepared &Analyzed: 04/01/19
1,4-Dioxane
BRL 3.0 ug/L
LCS (P9D0010-BS1)
Prepared &Analyzed: 04/01/19
1,4-Dioxane
47.2 3.0 ug/L
50.00 94
55-145
LCS Dup (P9D0010-BSD1)
Prepared &Analyzed: 04/01/19
1,4-Dioxane
48.4 3.0 ug/L
50.00 97
55-145 3 30
Matrix Spike (P9D0010-MS1)
Source: 9030362-05
Prepared &Analyzed: 04/01/19
1,4-Dioxane
46.6 3.0 ug/L
50.00 BRL 93
55-145
Matrix Spike Dup (P9D0010-MSD1)
Source: 9030362-05
Prepared & Analyzed: 04/01/19
1,4-Dioxane
48.2 3.0 ug/L
50.00 BRL 96
55-145 3 30
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 22 of 41

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/9/19
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Total Metals - Quality Control
Analyte
Project: Jackson Cty Landfill (Permit
50-02)
Project No: 50-02
Prism Work Order: 9030362
Time Submitted: 3/22/2019 8:25:OOAM
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9C0451 - 3005A
Blank (P9C0451-BLK1)
Prepared: 03/25/19 Analyzed: 03/28/19
Antimony
0.214
1.0
ug/L
J
Arsenic
0.225
1.0
ug/L
J
Barium
BRL
5.0
ug/L
Beryllium
BRL
1.0
ug/L
Cadmium
BRL
1.0
ug/L
Chromium
BRL
2.0
ug/L
Cobalt
BRL
1.0
ug/L
Copper
BRL
5.0
ug/L
Lead
0.103
1.0
ug/L
J
Nickel
BRL
2.0
ug/L
Selenium
BRL
5.0
ug/L
Silver
0.0650
5.0
ug/L
J
Thallium
BRL
1.0
ug/L
Vanadium
BRL
1.0
ug/L
Zinc
3.28
10
ug/L
J
LCS (P9130451-113S1)
Prepared: 03/25/19 Analyzed: 03/28/19
Antimony
98.8
1.0
ug/L
100.0 99 80-120
Arsenic
100
1.0
ug/L
100.0 100 80-120
Barium
98.0
5.0
ug/L
100.0 98 80-120
Beryllium
98.5
1.0
ug/L
100.0 99 80-120
Cadmium
99.1
1.0
ug/L
100.0 99 80-120
Chromium
101
2.0
ug/L
100.0 101 80-120
Cobalt
105
1.0
ug/L
100.0 105 80-120
Copper
104
5.0
ug/L
100.0 104 80-120
Lead
102
1.0
ug/L
100.0 102 80-120
Nickel
103
2.0
ug/L
100.0 103 80-120
Selenium
98.9
5.0
ug/L
100.0 99 80-120
Silver
102
5.0
ug/L
100.0 102 80-120
Thallium
103
1.0
ug/L
100.0 103 80-120
Vanadium
101
1.0
ug/L
100.0 101 80-120
Zinc
103
10
ug/L
100.0 103 80-120
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 23 of 41

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/9/19
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
Total Metals - Quality Control
Analyte
Project: Jackson Cty Landfill (Permit
50-02)
Project No: 50-02
Prism Work Order: 9030362
Time Submitted: 3/22/2019 8:25:OOAM
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9C0474 - 7470A
Blank (P9C0474-BLK1) Prepared &Analyzed: 03/26/19
Mercury BRL 0.20 ug/L
LCS (P9C0474-BS1) Prepared &Analyzed: 03/26/19
Mercury 9.86 0.20 ug/L 9.375 105 80-120
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 24 of 41

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/9/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
Anions by Ion Chromatography - Quality Control
Prism Work Order: 9030362
Time Submitted: 3/22/2019 8:25:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch MUM - NO PREP
Blank (P9C0454-BLK1)
Prepared &Analyzed: 03/22/19
Chloride
498
1000
ug/L
J
Nitrate as N
BRL
100
ug/L
Sulfate
BRL
2000
ug/L
LCS (139130454-13SI)
Prepared &Analyzed: 03/22/19
Chloride
41000
1000
ug/L
40000 102
80-120
Nitrate as N
4140
100
ug/L
4000 103
80-120
Sulfate
41600
2100
ug/L
40000 104
80-120
Matrix Spike (P9C0454-MSI)
Source: 9030362-03
Prepared & Analyzed: 03/22/19
Chloride
41500
1000
ug/L
40000 1120 101
80-120
Nitrate as N
4690
100
ug/L
4000 588 102
80-120
Sulfate
42300
2100
ug/L
40000 1060 103
80-120
Matrix Spike Dup (P9C0454-MSD1)
Source: 9030362-03
Prepared & Analyzed: 03/22/19
Chloride
41500
1000
ug/L
40000 1120 101
80-120 0.1 15
Nitrate as N
4700
100
ug/L
4000 588 103
80-120 0.3 15
Sulfate
42100
2100
ug/L
40000 1060 103
80-120 0.5 15
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 25 of 41

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/9/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit Prism Work Order: 9030362
Attn: Brian Gant 50-02) Time Submitted: 3/22/2019 8:25:OOAM
231 Haywood Street Project No: 50-02
Asheville, NC 28801
General Chemistry Parameters - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO418 - 9010C
Blank (P9C0418-BLK1)
Prepared &Analyzed: 03/25/19
Cyanide
BRL 25 ug/L
LCS (P9C0418-BS1)
Prepared &Analyzed: 03/25/19
Cyanide
93.5 25 ug/L
100.0 94
85-115
Matrix Spike (P9C0418-MS1)
Source: 9030362-03
Prepared & Analyzed: 03/26/19
Cyanide
88.5 25 ug/L
100.0 BRL 88
80-120
Matrix Spike Dup (P9C0418-MSD1)
Source: 9030362-03
Prepared & Analyzed: 03/26/19
Cyanide
90.0 25 ug/L
100.0 BRL 90
80-120 2 20
Batch P9CO445 - NO PREP
Blank (M0445-BLK1)
Prepared & Analyzed: 03/22/19
Ferrous Iron
BRL 200 ug/L
LCS (P9C0445-BSI)
Prepared &Analyzed: 03/22/19
Ferrous Iron
1930 200 ug/L
2000 97
90-110
Matrix Spike (P9C0445-MSI)
Source: 9030362-02
Prepared & Analyzed: 03/22/19
Ferrous Iron
2000 200 ug/L
2000 BRL 100
80-120
Matrix Spike Dup (P9C0445-MSD1)
Source: 9030362-02
Prepared & Analyzed: 03/22/19
Ferrous Iron
2090 200 ug/L
2000 BRL 105
80-120 5 20
Batch P9CO446 - NO PREP
Blank (P9C0446-BLK1) Prepared & Analyzed: 03/22/19
Chemical Oxygen Demand BRL 50000 ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 26 of 41

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/9/19
Anchor QEA of North Carolina, PLLC
Attn: Brian Gant
231 Haywood Street
Asheville, NC 28801
General Chemistry Parameters - Quality Control
Analyte
Batch P9CO446 - NO PREP
Project: Jackson Cty Landfill (Permit Prism Work Order: 9030362
50-02) Time Submitted: 3/22/2019 8:25:OOAM
Project No: 50-02
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
LCS (P9C0446-BS1)
Prepared &Analyzed: 03/22/19
Chemical Oxygen Demand
496000 50000 ug/L
500000 99 90-110
Matrix Spike (P9C0446-MS2)
Source: 9030362-01
Prepared & Analyzed: 03/22/19
Chemical Oxygen Demand
558000 50000 ug/L
500000 96800 92 80-120
Matrix Spike Dup (P9C0446-MSD2)
Source: 9030362-01
Prepared & Analyzed: 03/22/19
Chemical Oxygen Demand
552000 50000 ug/L
500000 96800 91 80-120 1 20
Batch P9CO516 - NO PREP
Blank (P9C0516-BLK1)
Prepared & Analyzed: 03/27/19
Chemical Oxygen Demand
BRL 50000 ug/L
LCS (P9C0516-BSI)
Prepared &Analyzed: 03/27/19
Chemical Oxygen Demand
494000 50000 ug/L
500000 99 90-110
Matrix Spike (P9C0516-MS1)
Source: 9030362-03
Prepared & Analyzed: 03/27/19
Chemical Oxygen Demand
476000 50000 ug/L
500000 BRL 95 80-120
Matrix Spike Dup (P9C0516-MSD1)
Source: 9030362-03
Prepared & Analyzed: 03/27/19
Chemical Oxygen Demand
477000 50000 ug/L
500000 BRL 95 80-120 0.2 20
Batch P9CO532 - SM4500-S C
Blank (P9C0532-BLK1)
Prepared &Analyzed: 03/26/19
Sulfide
BRL 2000 ug/L
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 27 of 41

P R I IS M Full -Service Analytical
Environmental Solutions
. LABORATORIES, INC.
Level II QC Report
4/9/19
Anchor QEA of North Carolina, PLLC Project: Jackson Cty Landfill (Permit
Attn: Brian Gant 50-02)
231 Haywood Street Project No: 50-02
Asheville, NC 28801
General Chemistry Parameters - Quality Control
Prism Work Order: 9030362
Time Submitted: 3/22/2019 8:25:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P9CO532 - SM4500-S C
LCS (P9130532-113SI)
Prepared &Analyzed: 03/26/19
Sulfide
8000
2000
ug/L
10000 80 70-130
Batch P9CO550 - NO PREP
Blank (P9C0550-BLK1)
Prepared & Analyzed: 03/22/19
Biochemical Oxygen Demand
BRL
2000
ug/L
LCS (P9C0550-BS1)
Prepared &Analyzed: 03/22/19
Biochemical Oxygen Demand
206000
2000
ug/L
198000 104 84.6-115.4
Batch P9CO574 - NO PREP
Blank (P9C0574-BLK1)
Prepared & Analyzed: 03/29/19
Total Alkalinity to pH 4.5
BRL
5000
ug/L
LCS (P9C0574-13SI)
Prepared &Analyzed: 03/29/19
Total Alkalinity to pH 4.5
255000
5000
ug/L
250000 102 90-110
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 28 of 41

Sample Extraction Data
Prep Method: 9010C
Lab Number
Batch
Initial
Final
Date/Time
9030362-01
P9C0418
50
mL
50 mL
03/25/19 9:40
9030362-02
P9C0418
50
mL
50 mL
03/25/19 9:40
9030362-03
P9C0418
50
mL
50 mL
03/25/19 9:40
Prep Method: SM4500-S C
Lab Number
Batch
Initial
Final
Date/Time
9030362-01
P9C0532
200
mL
200 mL
03/26/19 12:45
9030362-02
P9C0532
200
mL
200 mL
03/26/19 12:45
9030362-03
P9C0532
200
mL
200 mL
03/26/19 12:45
Prep Method: 3005A
Lab Number
Batch
Initial
Final
Date/Time
9030362-01
P9C0451
50
mL
50 mL
03/25/19 7:25
9030362-02
P9C0451
50
mL
50 mL
03/25/19 7:25
9030362-03
P9C0451
50
mL
50 mL
03/25/19 7:25
Prep Method: 7470A
Lab Number
Batch
Initial
Final
Date/Time
9030362-01
P9C0474
20
mL
30 mL
03/26/19 8:25
9030362-02
P9C0474
20
mL
30 mL
03/26/19 8:25
9030362-03
P9C0474
20
mL
30 mL
03/26/19 8:25
Prep Method: 5030E
Lab Number
Batch
Initial
Final
Date/Time
9030362-01
P9C0588
10
mL
10 mL
03/29/19 11:57
9030362-02
P9C0588
10
mL
10 mL
03/29/19 11:57
9030362-03
P9C0588
10
mL
10 mL
03/29/19 11:57
9030362-04
P9C0588
10
mL
10 mL
03/29/19 11:57
9030362-05
P9C0588
10
mL
10 mL
03/29/19 11:57
Prep Method: 5030E
Lab Number
Batch
Initial
Final
Date/Time
9030362-01
P9D0010
5
mL
5 mL
04/01/19 11:32
9030362-02
P9D0010
5
mL
5 mL
04/01/19 11:32
9030362-03
P9D0010
5
mL
5 mL
04/01/19 11:32
9030362-04
P9D0010
5
mL
5 mL
04/01/19 11:32
9030362-05
P9D0010
5
mL
5 mL
04/01/19 11:32
Subcontracted Analyses
The following analyses
were subcontracted
to Gulf Coast
Analytical Labs, Inc.
Lab Number
Analysis
9030362-01
TOC (Sub)
9030362-02
TOC (Sub)
9030362-03
TOC (Sub)
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 29 of 41

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AccEss
ANALYTICAL, INC.
ANALYTICAL REPORT
CLIENT
Prism Laboratories
PO Box 240543
Charlotte, NC 28224
ATTENTION
RobbiJones
PROJECTID
9030362
LABORATORY REPORT NUMBER
219032610
DATE
03/28/2019
Primary Data Review By
Authorized Signature
PLEASE NOTE:
Secondary Data Review By
Ashley B. Amick
Project Manager, Access Analytical, Inc.
[e-mail]
Unless otherwise noted, all analysis on this report performed at Gulf Coast Analytical Labs (GCAL),
7979 Innovation Park Dr., Baton Rouge, LA 70820.
- GCAL is SCDHEC certified laboratory # 73006, NCDENR certified lab # 618, GA certified lab # LA-01955,
NELAP certified laboratory # 01955
- Local support services for this project are provided by Access Analytical, Inc.. Access Analytical is a
representative of GCAL serving clients in the SC/NC/GA areas. All questions regarding this report should be
directed to your local Access Analytical representative at 803.781.4243 or toll free at 888.315.4243.
Lab Report#: 219032610 Page 1 of 11
Page 31 of 41

J"' CSC,&L
LELAP CERTIFICATE NUMBER: 01955
DOD -FLAP ACCREDITATION NUMBER: 74960
ANALYTICAL RESULTS
Deliver To
Robbi Jones
Prism Laboratories
PO Box 240543
Charlotte, NC 28224
800-529-6364
L*-wk'
PJ LA
Testing
DOD EIAP
PERFORMED BY
GCAL, LLC
7979 Innovation Park Dr.
Baton Rouge, LA 70820
[phone]
Report Date 03/28/2019
11111111111111111111111111111111111111111111111111111111
Report 2I19032630
Ii
Project 9030362
Additional Recipients
NONE
`%I
ISO
1�4� 17025�0"
Lab Report#: 219032610 Page 2 of 11
Page 32 of 41

Report#: 219032610
4"4 GCAL Project ID: 9030362
Laboratory Endorsement
Report Date: 03/28/2019
Sample analysis was performed in accordance with approved methodologies provided by the Environmental Protection Agency or other recognized
agencies. The samples and their corresponding extracts will be maintained for a period of 30 days unless otherwise arranged. Following this
retention period the samples will be disposed in accordance with GCAL's Standard Operating Procedures.
Common Abbreviations that may be Utilized in this Report
ND Indicates the result was Not Detected at the specified reporting limit
NO Indicates the sample did not ignite when preliminary test performed for EPA Method 1030
DO Indicates the result was Diluted Out
MI Indicates the result was subject to Matrix Interference
TNTC Indicates the result was Too Numerous To Count
SUBC Indicates the analysis was Sub -Contracted
FLD Indicates the analysis was performed in the Field
DL Detection Limit
LOD Limit of Detection
LOQ Limit of Quantitation
RE Re -analysis
CF HPLC or GC Confirmation
00:01 Reported as a time equivalent to 12:00 AM
Reporting Flags that may be Utilized in this Report
J or I Indicates the result is between the MDL and LOQ
J DOD flag on analyte in the parent sample for MS/MSD outside acceptance criteria
U Indicates the compound was analyzed for but not detected
B or V Indicates the analyte was detected in the associated Method Blank
Q Indicates a non -compliant QC Result (See Q Flag Application Report)
Indicates a non -compliant or not applicable QC recovery or RPD — see narrative
E Organics - The result is estimated because it exceeded the instrument calibration range
E Metals - % diference for the serial dilution is > 10%
L Reporting Limits adjusted to meet risk -based limit.
P RPD between primary and confirmation result is greater than 40
DL Diluted analysis —when appended to Client Sample ID
Sample receipt at GCAL is documented through the attached chain of custody. In accordance with NELAC, this report shall be reproduced only in
full and with the written permission of GCAL. The results contained within this report relate only to the samples reported. The documented results
are presented within this report.
This report pertains only to the samples listed in the Report Sample Summary and should be retained as a permanent record thereof. The results
contained within this report are intended for the use of the client. Any unauthorized use of the information contained in this report is prohibited.
I certify that this data package is in compliance with The NELAC Institute (TNI) Standard 2009 and terms and conditions of the contract and
Statement of Work both technically and for completeness, for other than the conditions in the case narrative. Release of the data contained in this
hardcopy data package and in the computer readable data submitted has been authorized by the Quality Assurance Manager or his/her designee,
as verified by the following signature.
Estimated uncertainty of measurement is available upon request. This report is in compliance with the DOD QSM as specified in the contract if
applicable.
Authorized Signature
GCAL Report 219032610
Lab Report#:219032610
Page 3 of 11
Page 33 of 41

Report#: 219032610
Project ID: 9030362
Certifications
Report Date: 03/28/2019
Certification
Certification Number
DOD ELAP
74960
Alabama
01955
Arkansas
88-0655
Colorado
01955
Delaware
01955
Florida
E87854
Georgia
01955
Hawaii
01955
Idaho
01955
Illinois
200048
Indiana
01955
Kansas
E-10354
Kentucky
95
Louisiana
01955
Maryland
01955
Massachusetts
01955
Michi an
01955
Mississippi
01955
Missouri
01955
Montana
N/A
Nebraska
01955
New Mexico
01955
North Carolina
618
North Dakota
R-195
Oklahoma
9403
South Carolina
73006001
South Dakota
01955
Tennessee
01955
Texas
T104704178
Vermont
01955
Vir inia
460215
Washin ton
C929
USDA Soil Permit
P330-16-00234
Lab Report#:219032610
Page 4 of 11
Page 34 of 41

far ���� Report#: 219032610
Project ID: 9030362
Case Narrative
Client: Access Analytical Report: 219032610
Gulf Coast Analytical Laboratories received and analyzed the sample(s) listed
on the Report Sample Summary page of this report. Receipt of the sample(s) is documented
by the attached chain of custody. This applies only to the sample(s) listed in this report.
No sample integrity or quality control exceptions were identified unless noted below.
No anomalies were found for the analyzed sample(s).
Report Date: 03/28/2019
Lab Report#:219032610
Page 5 of 11
Page 35 of 41

(V� C5C,&L
Report#: 219032610
Project ID: 9030362
Sample Summary
Report Date: 03/28/2019
GCAL ID
Client ID
Matrix
Collect Date/Time
Receive Date/Time
21903261001
MW-01
Water
03/21/201913:13
03/26/201910:25
21903261002
MW-02
Water
03/21/201911:28
03/26/201910:25
21903261003
MW-06
Water
03/21/2019 09:58
03/26/2019 10:25
Lab Report#: 219032610 Page 6 of 11
Page 36 of 41

_ p GCAL
Report#: 219032610
� Project lD: 9030362 Report Date: 03/28/2019
Summary of Compounds Detected
W-01 Collect Date 03/21/2019 13:13 GCAL ID 21903261001
Receive Date 03/26/2019 10:25 Matrix Water
SM 5310 B-2011
CAS#
Parameter
Result
DL
LOQ
Units
C-012
Total Organic Carbon
21.9
0.600
4.00
mg/L
Collect Date 03/21/2019 11:28
GCAL ID
21903261002
M W-02
Receive Date 03/26/2019 10:25
Matrix
Water
SM 5310 B-2011
CAS#
Parameter
Result
DL
LOCI
Units
C-012
Total Organic Carbon
2.44
0.300
2.00
mg/L
MW-06 Collect Date 03/21/2019 09:58 GCAL ID 21903261003
Receive Date 03/26/2019 10:25 Matrix Water
SM 5310 B-2011
CAS# Parameter
C-012 Total Organic Carbon
Result DL LOCI Units
4.97 0.600 4.00 mg/L
Lab Report#: 219032610 Page 7 of 11
Page 37 of 41

GCAL
Report#: 219032610
Project ID: 9030362
Sample Results
Report Date: 03/28/2019
Collect Date 03/21/2019 13:13 GCAL ID 21903261001
MW-01 Receive Date 03/26/2019 10:25 Matrix Water
SM 5310 B-2011
Prep Date Prep Batch Prep Method Dilution Analysis Date By Analytical Batch
NA NA NA 2 03/27/201912:23 PLH 656703
CAS# Parameter
C-012 Total Organic Carbon
Result DL LOQ
21.9 0.600 4.00
Collect Date 03/21/2019 11:28 GCAL ID 21903261002
MW-02 Receive Date 03/26/2019 10:25 Matrix Water
i310 B-2011
Prep Date Prep Batch Prep Method Dilution Analysis Date By Analytical Batch
NA NA NA 1 03/26/201918:40 PLH 656649
CAS# Parameter
C-012 Total Organic Carbon
Result DL LOCI
2.44 0.300 2.00
Collect Date 03/21/2019 09:58 GCAL ID 21903261003
MW-06 Receive Date 03/26/2019 10:25 Matrix Water
i310 B-2011
Prep Date Prep Batch Prep Method Dilution Analysis Date By Analytical Batch
NA NA NA 2 03/26/201918:57 PLH 656649
CAS# Parameter
C-012 Total Organic Carbon
Result
DL
LOCI
Units
4.97
0.600
4.00
mg/L
Lab Report#:219032610
Page 8 of 11
Page 38 of 41

Report#: 219032610
Project ID: 9030362
General Chemistry QC Summary
Report Date: 03/28/2019
Analytical Batch Client ID
MB656649
LCS656649
656649 GCALID
1909161
1909162
Sample Type
MB
LCS
Prep Date
NA
NA
Analysis Date
03/26/2019 09:32
03/26/2019 08:42
Matrix
Water
Water
SM 5310 B-2011
Units mg/L
Spike
Result
%R
Control
Result DL
Added
Limits%R
Total Organic Carbon J C-012
0.300U 1 0.300
50.01
50.3
101
90 - 110
Analytical Batch Client ID
MB666703
LCS656703
656703 GCALID
1909347
1909348
Sample Type
MB
LCS
Prep Date
NA
NA
Analysis Date
03/27/2019 11:32
03/27/2019 10:43
Matrix
Water
Water
SM 5310 B-2011
Units mg/L
Spike
Result
I
%R
I
Control
Result DL
Added
Limits%R
Total Organic Carbon C-012
0.300U 1 0,3001
50.01
50.3
101
90 - 110
Lab Report#: 219032610 Page 9 of 11
Page 39 of 41

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Client ID: 4565 - Access Analytical
SDG:
219032610
PM:
DLH
PRISMI
Enlvlrgnmcntalnlucal sotions
l'
SUBCONTRACT ORDER
celliticaIiun :LAC ,itiA(.I:_—
Prism I.ahormorlesr Inc.
NtSC_ 01her
9030362
N/A_
r�14Dl�t:I:.jOj)IlATORS'.
iti: VWINC IAb+'IItATOIL
Prism Laboratories, I:Ie.
Gulf Coast Analylieal Labs, Inc.
P. O, Box 240543
10791 Courscy Blvd
. ;
IgC1F111&N
Char IUltc, NC 28224.0543
Aaiun Ruugc, LA 70816
L
Phonc:800.529-6364
Pllune:[phone]
Fax: [phone],109
Fax: [phone]
Pmjccl !.linage: Rabbi A. Juncs -
47 4W -.99D R-- �I�Q
Analysis Due F-spirrs laboratory►D comments
Sample ID: 9030362.01 Water Swwled: 03/21/19 13:13 m W ^ U I ... I
TOG (Sub) 0411 RI19 13:13
C4 u n r+n r r. r .Sr q rr r7+rA
n ttr JOAS C 1 r'
SamplclD:9030362-02 I Water Sampled: 0312111911:211
TOC (Sub) 04MV19 11 2A
C'nnrninela SupplicA;
tiampin ID: 9030362-117 Water Saniylyd: 03121II9 09:56
ruc (Sub) 0411 R/19 09:54
C'nnruine.c SuppLcrl.
m
40. r .. Ily
t iil1�/.�7
Received A.%
R-6"d 115
D.IIe
Pago 1 of 1
Page 40 of 41

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Page 41 of 41

� ISM
I Full -Service Analytical &
r Environmental Solutions
LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Brian Gant
231 Haywood Street
Asheville, NC 28801
NC Certification No. 402 Case Narrative
NC Drinking Water Cert No. 37735 4/9/19 11:28
SC Certification No. 99012
Project: Jackson Cty Landfill (Permit 50-02)
Project No.: 50-02
Lab Submittal Date: 03/22/2019
Prism Work Order: 9030363
This data package contains the analytical results for the project identified above and includes a Case Narrative, Sample
Results and Chain of Custody. Unless otherwise noted, all samples were received in acceptable condition and processed
according to the referenced methods.
Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case
narrative.
Narrative Notes:
Method 524 analysis was subcontracted to Pace. Laboratory report is attached with a total page count of
15 pages.
Please call if you have any questions relating to this analytical report.
Respectfully,
PRISM LABORATORIES, INC.
Robbi A. Jones
President/Project Manager
Data Qualifiers Key Reference:
Reviewed By Robbi A. Jones
President/Project Manager
BRL Below Reporting Limit
MDL Method Detection Limit
RPD Relative Percent Difference
* Results reported to the reporting limit. All other results are reported to the MDL with values between MDL and
reporting limit indicated with a J.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]

P�SM Sample Receipt Summary
Full-5®rvice Analytical 8
•'° Environmental Solutions 04/09/2019
y r .APOMTORIM INC.
Prism Work Order: 9030363
Client Sample ID Lab Sample ID Matrix Date/Time Sampled Date/Time Received
DW-01 9030363-01 Water 03/21/19 12:00 03/22/19 8:25
Trip Blank 9030363-02 Water 03/21/19 0:00 03/22/19 8:25
Samples were received in good condition at 3.0 degrees C unless otherwise noted.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]

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e Analytical
rwww.pacelabs.com
I
April 05, 2019
Robbi A. Jones
Prism Laboratories, Inc.
P.O. Box 240543
Charlotte, NC 28224
RE: Project: 9030363
Pace Project No.: 92422569
Dear Robbi Jones:
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on March 25, 2019. The
results relate only to the samples included in this report. Results reported herein conform to the most
current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual, where
applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Matthew Brainard
[e-mail]
[phone]
Project Manager
Enclosures
cc: Angela Overcash, Prism
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC
Page 1 of 12

PaceAnalXical
j wwwpacelabs.com
I
r
CERTIFICATIONS
Project: 9030363
Pace Project No.: 92422569
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Ormond Beach Certification IDs
8 East Tower Circle, Ormond Beach, FL 32174
Nebraska Certification: NE-OS-28-14
Alabama Certification #: 41320
New Hampshire Certification #: 2958
Colorado Certification: FL NELAC Reciprocity
New Jersey Certification #: FL022
Connecticut Certification #: PH-0216
New York Certification #: 11608
Florida Certification #: E83079
North Carolina Environmental Certificate #: 667
Georgia Certification #: 955
North Carolina Certification #: 12710
Guam Certification: FL NELAC Reciprocity
North Dakota Certification #: R-216
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* 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 #: 05007
US Virgin Islands Certification: FL NELAC Reciprocity
Maryland Certification: #346
Virginia Environmental Certification #: 460165
Michigan Certification #: 9911
West Virginia Certification #: 9962C
Mississippi Certification: FL NELAC Reciprocity
Wisconsin Certification #: 399079670
Missouri Certification #: 236
Wyoming (EPA Region 8): FL NELAC Reciprocity
Montana Certification #: Cert 0074
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC, Page 2 of 12

ace Analytical
wwwpacelabacom
SAMPLE ANALYTE COUNT
Project: 9030363
Pace Project No.: 92422569
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analytes
Lab ID Sample ID Method Analysts Reported Laboratory
92422569001 DW-01 EPA 524.2 JLR 24 PASI-O
92422569002 TRIP BLANK EPA 524.2 JLR 24 PASI-O
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

�PaceAnalytical
www.pacelabs.com
ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 9030363
Pace Project No.: 92422569
Sample: DW-01 Lab ID: 92422569001 Collected: 03/21/19 12:00 Received: 03/25/19 11:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
524.2 MSV Analytical Method: EPA 524.2
Benzene
ND
mg/L
0.0050
10
04/04/19 19:32
71-43-2
Carbon tetrachloride
ND
mg/L
0.0050
10
04/04/19 19:32
56-23-5
Chlorobenzene
ND
mg/L
0.0050
10
04/04/19 19:32
108-90-7
1,2-Dichlorobenzene
ND
mg/L
0.0050
10
04/04/19 19:32
95-50-1
1,4-Dichlorobenzene
ND
mg/L
0.0050
10
04/04/19 19:32
106-46-7
1,2-Dichloroethane
ND
mg/L
0.0050
10
04/04/19 19:32
107-06-2
1,1-Dichloroethene
ND
mg/L
0.0050
10
04/04/19 19:32
75-35-4
cis-1,2-Dichloroethene
ND
mg/L
0.0050
10
04/04/19 19:32
156-59-2
trans-1,2-Dichloroethene
ND
mg/L
0.0050
10
04/04/19 19:32
156-60-5
1,2-Dichloropropane
ND
mg/L
0.0050
10
04/04/19 19:32
78-87-5
Ethylbenzene
ND
mg/L
0.0050
10
04/04/19 19:32
100-41-4
Methylene Chloride
ND
mg/L
0.0050
10
04/04/19 19:32
75-09-2
Styrene
ND
mg/L
0.0050
10
04/04/19 19:32
100-42-5
Tetra chloroethene
ND
mg/L
0.0050
10
04/04/19 19:32
127-18-4
Toluene
ND
mg/L
0.0050
10
04/04/19 19:32
108-88-3
1,2,4-Trichlorobe nzene
ND
mg/L
0.0050
10
04/04/19 19:32
120-82-1
1,1,1-Trichloroethane
ND
mg/L
0.0050
10
04/04/19 19:32
71-55-6
1,1,2-Trichloroethane
ND
mg/L
0.0050
10
04/04/19 19:32
79-00-5
Trichloroethene
ND
mg/L
0.0050
10
04/04/19 19:32
79-01-6
Vinyl chloride
ND
mg/L
0.0050
10
04/04/19 19:32
75-01-4
Xylene (Total)
ND
mg/L
0.0050
10
04/04/19 19:32
1330-20-7
Surrogates
4-Bromofluorobenzene (S)
106
%
70-130
10
04/04/19 19:32
460-00-4 D3
Toluene-d8 (S)
95
%
70-130
10
04/04/19 19:32
2037-26-5
1,2-Dichloroethane-d4 (S)
110
%
70-130
10
04/04/19 19:32
17060-07-0
Sample: TRIP BLANK
Lab ID: 92422569002 Collected:
03/21/19 00:00 Received:
03/25/19 11:45 Matrix: Water
Parameters
Results
Units
Report Limit
DF Prepared
Analyzed
CAS No. Qual
524.2 MSV
Analytical Method: EPA 524.2
Benzene
ND
mg/L
0.00050
1
04/04/19 19:56
71-43-2
Carbon tetrachloride
ND
mg/L
0.00050
1
04/04/19 19:56
56-23-5
Chlorobenzene
ND
mg/L
0.00050
1
04/04/19 19:56
108-90-7
1,2-Dichlorobenzene
ND
mg/L
0.00050
1
04104/1919:56
95-50-1
1,4-Dichlorobenzene
ND
mg/L
0.00050
1
04/04/19 19:56
106-46-7
1,2-Dichloroethane
ND
mg/L
0.00050
1
04/04/19 19:56
107-06-2
1,1-Dichloroethene
ND
mg/L
0.00050
1
04/04/19 19:56
75-35-4
cis-1,2-Dichloroethene
ND
mg/L
0.00050
1
04/04/19 19:56
156-59-2
trans-1,2-Dichloroethene
ND
mg/L
0.00050
1
04/04/19 19:56
156-60-5
1,2-Dichloropropane
ND
mg/L
0.00050
1
04/04/19 19:56
78-87-5
Ethylbenzene
ND
mg/L
0.00050
1
04/04/19 19:56
100-41-4
Methylene Chloride
ND
mg/L
0.00050
1
04/04/19 19:56
75-09-2
Styrene
ND
mg/L
0.00050
1
04/04/19 19:56
100-42-5
Tetrachloroethene
ND
mg/L
0.00050
1
04/04/19 19:56
127-18-4
Toluene
ND
mg/L
0,00050
i
04/04/19 19:56
108-88-3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/05/2019 06:40 PM
without the written consent of Pace Analytical Services, LLC.
Page 4 of 12

ceAnalytical0
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ANALYTICAL RESULTS
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: 9030363
Pace Project No.: 92422569
Sample: TRIP BLANK Lab ID: 92422569002 Collected: 03/21/19 00:00 Received: 03/25/19 11:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
524.2 MSV Analytical Method: EPA 524.2
1,2,4-Trichlorobe nzene
ND
mg/L
0.00050
1
04/04/19 19:56
120-82-1
1,1,1-Trichloroethane
ND
mg/L
0.00050
1
04/04/19 19:56
71-55-6
1,1,2-Trichloroethane
ND
mg/L
0.00050
1
04/04/19 19:56
79-00-5
Trichloroethene
ND
mg/L
0.00050
1
04/0411919:56
79-01-6
Vinyl chloride
ND
mg/L
0.00050
1
04/04/19 19:56
75-01-4
Xylene (Total)
ND
mg/L
0.00050
1
04/04/19 19:56
1330-20-7
Surrogates
4-Bromofluorobenzene (S)
105
%
70-130
1
04/04/19 19:56
460-00-4
Toluene-d8 (S)
96
%
70-130
1
04/04/19 19:56
2037-26-5
1,2-Dichloroethane-d4 (S)
111
%
70-130
1
04/04/19 19:56
17060-07-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/05/2019 06:40 PM without the written consent of Pace Analytical Services, LLC Page 5 of 12

�Jx
dace Analytical
www.pacelabs.com
QUALITY CONTROL DATA
Project: 9030363
Pace Project No.: 92422569
QC Batch: 528474 Analysis Method: EPA 524.2
QC Batch Method: EPA 524.2 Analysis Description: 524.2 MSV
Associated Lab Samples: 92422569001. 92422569002
METHOD BLANK: 2860408
Associated Lab Samples: 92422569001. 92422569002
Parameter Units
1,1,1-Trichloroethane
mg/L
1,1,2-Trichloroethane
mg/L
1,1-Dichloroethene
mg/L
1,2,4-Trichlorobenzene
mg/L
1,2-Dichlorobenzene
mg/L
1,2-Dichloroethane
mg/L
1,2-Dichloropropane
mg/L
1,4-Dichlorobenzene
mg/L
Benzene
mg/L
Carbon tetrachloride
mg/L
Chlorobenzene
mg/L
cis- 1,2-Dichloroethene
mg/L
Ethylbenzene
mg/L
Methylene Chloride
mg/L
Styrene
mg/L
Tetrachloroethene
mg/L
Toluene
mg/L
trans-1,2-Dichloroethene
mg/L
Trichloroethene
mg/L
Vinyl chloride
mg/L
Xylene (Total)
mg/L
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Toluene-d8 (S)
%
Matrix: Water
Blank
Result
Reporting
Limit
Analyzed
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
ND
0.00050
04/04/1913:33
104
70-130
04/04/1913:33
103
70-130
04/04/1913:33
95
70-130
04/04/1913:33
Qualifiers
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE & LCSD:
Parameter
2860409
Units
Spike
Conc.
2860410
LCS LCSD
Result Result
LCS
% Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD Qualifiers
1,1,1-Trichloroethane
mg/L
0.04
0.040
0.038
100
94
70-130
6
40
1,1,2-Trichloroethane
mg/L
0.04
0.039
0.040
97
101
70-130
4
40
1,1-Dichloroethene
mg/L
0.04
0.037
0.036
92
91
70-130
1
40
1,2,4-Trichlorobe nzene
mg/L
0.04
0.039
0.039
98
96
70-130
1
40
1,2-Dichlorobenzene
mg/L
0.04
0.041
0.040
102
100
70-130
3
40
1,2-Dichloroethane
mg/L
0.04
0.036
0.033
90
83
70-130
8
40
1,2-Dichloropropane
mg/L
0.04
0.033
0.033
83
82
70-130
1
40
1,4-Dichlorobenzene
mg/L
0.04
0.039
0.038
97
96
70-130
1
40
Benzene
mg/L
0.04
0.033
0.032
83
81
70-130
2
40
Carbon tetrachloride
mg/L
0.04
0.041
0.039
102
97
70-130
5
40
Chlorobenzene
mg/L
0.04
0.040
0.041
99
101
70-130
2
40
cis-1.2-Dichloroethene
mg/L
0.04
0.033
0.032
83
81
70-130
2
40
Results presented on this page are in the units Indicated by the "Units" column except where an alternate unit is presented to the right of the result
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/05/2019 06:40 PM without the written consent or Pace Analytical Services, LLC Page 6 of 12

Pace Analytical
www.pacelabs.com
QUALITY CONTROL DATA
Project: 9030363
Pace Project No.: 92422569
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
LABORATORY CONTROL SAMPLE & LCSD: 2860409
2860410
Spike
LCS
LCSD
LCS
LCSD
% Rec
Max
Parameter
Units
Cone.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qualifiers
Ethylbenzene
mg/L
0.04
0.040
0.042
101
104
70-130
3
40
Methylene Chloride
mg/L
0.04
0.041
0.038
101
95
70-130
7
40
Styrene
mg/L
0.04
0.042
0.043
104
108
70-130
4
40
Tetrachloroethene
mg/L
0.04
0.050
0.050
126
126
70-130
0
40
Toluene
mg/L
0.04
0.038
0.039
95
98
70-130
3
40
trans- 1,2-Dichloroethene
mg/L
0.04
0.036
0.036
90
90
70-130
1
40
Trichloroethene
mg/L
0.04
0.037
0.037
93
91
70-130
2
40
Vinyl chloride
mg/L
0.04
0.033
0.037
83
92
70-130
10
40
Xylene (Total)
mg/L
0.12
0.12
0.13
104
106
70-130
2
40
1,2-Dichloroethane-d4 (S)
%
105
101
70-130
4-Bromofluorobenzene (S)
%
112
114
70-130
Toluene-d8 (S)
%
98
96
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/05/2019 06:40 PM without the written consent of Pace Analytical Services, LLC,
Page 7 of 12

0
ceAnalytical
www.pacelabs.com
QUALIFIERS
Project: 9030363
Pace Project No.: 92422569
L]4yI.I111111161,1K
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.
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
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.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
PASI-O Pace Analytical Services - Ormond Beach
ANALYTE QUALIFIERS
D3 Sample was diluted due to the presence of high levels of non -target analytes or other matrix interference.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 04/05/2019 06:40 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 12

aceAnalXical
wwwpacelabs.com
Project: 9030363
Pace Project No.: 92422569
Lab ID
92422569001
92422569002
Sample ID
DW-01
TRIP BLANK
QUALITY CONTROL DATA CROSS REFERENCE TABLE
QC Batch Method
EPA 524.2
EPA 524.2
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QC Batch Analytical Method
528474
528474
REPORT OF LABORATORY ANALYSIS
Analytical
Batch
This report shall not be reproduced, except in full.
Date: 04/05/2019 06:40 PM without the written consent of Pace Analytical Services, LLC. Page 9 of 12

Document Name: Document Revised: February 7, 2018
Condition Upon Recelpt(SOUR) Pa e 1 of 2
Document No,:, Issuing Authority:
F-CAR-CS•033-Rev.06 Pace Carollnas4uality Office
Laboratory receiving samples:
Asheville Q Eden❑
Greenwood ❑
HuntersvilleiO( Raleigh❑ Mechanicsville[]
.. • SampleClient Nanie:
Upon Receipt
�+ I
,� IL S
Project it;
LJO# : 92422569
Courier: (--]Fed Ex ❑UPS ❑USPS
❑ Commercial ❑Race
❑Other:
92422569
Custody Seal Present? ❑Yes .450
Seals Intact? ❑Yes
/
I` o
Dat9/InitlalsPerson Examining Contents*l '
Packing Material: []Bubble Wrap ❑Bubble Bags []None �f Other Biological Tissu Fr en?
Thermo eter, []Yes []No
�2-rQS�� Type of Ice:�INet ❑Blue ❑None
Gun 10; ]
Cooler Terrip (`Cl: e�—' ' Correctlon Factor: Add/Subtract (°C) 0,0
_ Temp should be above ftee:ing to 6'C
Cooler Temp Corrected ('C): []samples out of temp criteria. Samples on Ice, cooling process
has begun
USDA Regulated Soil N A, water sample)
Did samples oOPanate In`a quarantine none within the United States: CA, NY, or SC (check maps)? Did samples onglnate from a foreign source pn emdlIon aHY, -
ri�e. ru including Hawaii and Puerto We)? ❑Yes a
Chain of Custody Present?
Barnpies Arrived within Hold Time?
Short Hold Time Analvsls 02hr.)?
Rush Tuin Around Time Requested?
Sufficient Volome?
Correct Containers Used?
.Pace Containers Used?
Containers Intact?
Dissolved analysis: Sarnples Field Filtered?
Sample Labels Match COC?
-IhcludesDate/Tifne/tD/Analysis Matrix:
Headspace in VOA Vials [a5-6mm)?
Trip Blank Present?
Trip Blank Custody Seals Present?
COMMENTS/SAMPLE DISCREPANCY
❑No ❑N/A
gy- ❑No
[ V
1.
2.
3.
4.
S.
6.
No ❑NIA 10.
No ❑N/A 11.
No f]N/A
Lot ID of spilt containers:
CLIENT NOTIFICATION/RESOLUTION
Person contacted: Date/Tlme:
�• - I I
Project Manager SCURF Review:
Project Manager SRF Review:
--J
Field Data Required? ❑Yes ❑No
Date:
Date: I
Page 10 of 12

Document Name:
Sample Condition Upon Rec
Document No.:
F-CAR-CS-033-Rev.1
Document Revised: Feoruary 1, Lu,o
page 1 of z
Issuing Authority:
Pace Carollnas quality Office
*Check mark top half of box' if pH and/or dechlorination is Project #i f WO # : 924 225 6 d
verified and within the acceptance range for preservation PM: MWB Due Date: 04/08/19
samples. CLIENT: 92-Pr ism
Exceptions: VOA, Coliform, TOG, Oil and Grease, DRO/9015 (water) DOC, LLHg
"Bottom half of box is to list number of bottle
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pH Adjustment Log for Preserved Samples
Sample ID Type of Preservative pH upon receipt Date preservatian adjusted Time preservation Amount of Preservative Loth
adjusted added
Note: Whenever there is a discrepancy affecting North Carolina compliance 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

h��d Secvr[ej
Z,..,.PR1S%� I Full-SeruiceArtalylieal8 3
(-1(I e V^ fin- J
v Environmental Solutions rl
SUBCONTRACT ORDER
Cct't1 IICDl Foil: AC USACE
Prism Laboratories, Inc. NC SC_ Othlr
9030363 N/A^
SfiN❑INijLAB[IRATORY:
UCEIVIm-, LAnORATORY:
Prism Laboratories, Inc.
Pace Analytical, Inc
P. O. Box 240543
980U Kincey Avenue Suite 100
sf,
?ae_e_.
Charlotic. NC 25224-0543
Hunicrsville, NC 28073
lE f
Phone: [phone]
'Fax:
Phone :(704) S 75-9092
pf 0,
q L Y 4Y 1 DD
704-525-0409
/�`� [ �G Fax: [phone]
PIDMCt Manager: Robbi A. Fortes
"`(-, J `
?,I
I j
10 I�v I I A
Analysls Due Expires Labornlory ID Comments
Sample ID: 91130363.01
524.2(Sub)
Cnuariuera Supplied:
3WAs
Smnple ID: V030363.02
524 2 (Sub)
Cnnminers Srgrplicd
Water S--,*d: 03/21119 12:411 D w — 6 t 60
04/04/19 12 00
Arc-{6ic klt�
r,�-I( zW 1_)s
Water S-mplyd: D3/21/19 00:1111-
04/0.1/1900:00
Aw Nc Sys F ebb
w)4 ktrafT
D. i tc 1: iCw n cr: H •.
D:,t: ,:',', I >>' PACE
lw. -
D;nr
I:, L •a1itY I)'I.t P.a•.:i.irn, lbr,
Rrlc,rSrd liy
Page Iof1
N
C, Page 12 of 12

.. `_PRISM Full -Service Analytical 8
Environinental Solutions
`>>— '_V LABORATORIES INC.
Anchor QEA of North Carolina, PLLC
Brian Gant
231 Haywood Street
Asheville, NC 28801
NC Certification No. 402 Case Narrative
NC Drinking Water Cert No. 37735 4/9/19 14:35
SC Certification No. 99012
Project: Jackson Cty Landfill (Permit 50-02)
Project No.: 50-02
Lab Submittal Date: 03/22/2019
Prism Work Order: 9030367
This data package contains the analytical results for the project identified above and includes a Case Narrative, Sample
Results and Chain of Custody. Unless otherwise noted, all samples were received in acceptable condition and processed
according to the referenced methods.
Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case
narrative.
Narrative Notes:
Dissolved Hydrogen, Carbon Dioxide, Ethane, Ethene, Methane and Volatile Fatty Acides analysed
subcontracted to Pace. Laboratory report is attached with a total page count of 32 pages.
Please call if you have any questions relating to this analytical report.
Respectfully,
PRISM LABORATORIES, INC.
Robbi A. Jones
President/Project Manager
Data Qualifiers Key Reference:
BRL Below Reporting Limit
MDL Method Detection Limit
RPD Relative Percent Difference
Reviewed By Robbi A. Jones
President/Project Manager
Results reported to the reporting limit. All other results are reported to the MDL with values between MDL and
reporting limit indicated with a J.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]

PRISMEnvi�Ii�Full- ti -• en Analyticallal Solutionss
... ......IEG. INC.
Sample Receipt Summary
04/09/2019
Prism Work Order: 9030367
Client Sample ID
Lab Sample ID
Matrix
Date/Time Sampled Date/Time Received
MW-03
9030367-01
Water
03/20/19 12:02 03/22/19 8:25
MW-04
9030367-02
Water
03/19/19 10:57 03/22/19 8:25
MW-06
9030367-03
Water
03/21/19 9:58 03/22/19 8:25
MW-07
9030367-04
Water
03/19/19 12:35 03/22/19 8:25
MW-05R
9030367-05
Water
03/20/19 10:40 03/22/19 8:25
MW-01
9030367-06
Water
03/21/19 13:13 03/22/19 8:25
MW-02
9030367-07
Water
03/21/19 11:28 03/22/19 8:25
Samples were received in good condition at 3.0 degrees C unless otherwise noted.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-8001529-6364 - Fax: [phone]

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PaceAnalytical
I
April 10, 2019
Robbi A. Jones
Prism Laboratories, Inc.
P.O. Box 240543
Charlotte, NC 28224-0543
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
RE: 9030367
Pace Workorder: 29815
Dear Robbi Jones:
Enclosed are the analytical results for sample(s) received by the laboratory on Tuesday, March 26, 2019.
Results reported herein conform to the most current NELAC standards, where applicable, unless otherwise
narrated in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Ruth Welsh 04/10/2019
[e-mail]
Customer Service Representative
Enclosures
As a valued client we would appreciate your comments on our service.
Please email [e-mail].
Report ID: 29815 - 1154846
CERTIFICATE OF ANALYSIS
YI��aC This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC
Total Number of Pages 29
Pagel of 23

aceAnalytical
LABORATORY ACCREDITATIONS & CERTIFICATIONS
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Accreditor:
Pennsylvania Department of Environmental Protection, Bureau of Laboratories
Accreditation ID:
02-00538
Scope:
NELAP Non -Potable Water
Accreditor:
West Virginia Department of Environmental Protection, Division of Water and Waste
Management
Accreditation ID:
395
Scope:
Non -Potable Water
Accreditor:
South Carolina Department of Health and Environmental Control, Office of Environmental
Laboratory Certification
Accreditation ID:
89009003
Scope:
Clean Water Act (CWA); Resource Conservation and RecoveryAct (RCRA)
Accreditor:
State of Virginia
Accreditation ID:
460201
Scope:
Non -Potable Water
Accreditor:
NELAP: New Jersey, Department of Environmental Protection
Accreditation ID:
PA026
Scope:
Non -Potable Water
Accreditor:
NELAP: New York, Department of Health Wadsworth Center
Accreditation ID:
11815
Scope:
Non -Potable Water
Accreditor:
State of Connecticut, Department of Public Health, Division of Environmental Health
Accreditation ID:
PH-0263
Scope:
Clean Water Act (CWA) Resource Conservation and Recovery Act (RCRA)
Accreditor:
NELAP: Texas, Commission on Environmental Quality
Accreditation ID:
T104704453-09-TX
Scope:
Non -Potable Water
Accreditor:
State of New Hampshire
Accreditation ID:
299409
Scope:
Non -potable water
Accreditor:
State of Georgia
Accreditation ID:
Chapter 391-3-26
Scope:
As per the Georgia EPD Rules and Regulations for Commercial Laboratories, PAES is
accredited by the Pennsylvania Department of Environmental Protection Bureau of
Laboratories under the National Environmental Laboratory Approval Program (NELAC).
Report ID: 29815 - 1154846
CERTIFICATE OF ANALYSIS
1�7��C This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 2 of 23

IA,2
aceAnalytical
+1
I
SAMPLE SUMMARY
Workorder: 29815 9030367
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID
Sample ID
Matrix
Date Collected
Date Received
298150001
MW-03
Water
3/20/201912:02
3/26/2019 10:35
298150002
MW-03
Bubble Strip
3/20/2019 12:02
3/26/2019 10:35
298150003
MW-04
Water
3/19/201910:57
3/26/2019 10:35
298150004
MW-04
Bubble Strip
3/19/2019 10:57
3/26/2019 10:35
298150005
MW-06
Water
3/21/2019 09:58
3/26/2019 10:35
298150006
MW-06
Bubble Strip
3/21/2019 09:58
3/26/2019 10:35
298150007
MW-07
Water
3/19/201912:35
3/26/2019 10:35
298150008
MW-07
Bubble Strip
3/19/2019 12:35
3/26/2019 10:35
298150009
MW-05R
Water
3/20/201910:40
3/26/2019 10:35
298150010
MW-01
Water
3/21/201913:13
3/26/2019 10:35
298150011
MW-02
Water
3/21/201911:28
3/26/2019 10:35
Report ID: 29815 - 1154846
CERTIFICATE OF ANALYSIS
�7 '�� This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 3 of 23

_ ceAnalytical
PROJECT SUMMARY
Workorder: 29815 9030367
Workorder Comments
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Sample headspace vial not sufficiently pressurized for analysis. Vial pressurized with an equal volume of UHP Nitrogen and
analyzed. Results reported at a dilution. Samples 29815 (0002, 0004, 0006, 0008).
This report is being revised to correct sample collection dates for samples 298150004-0007 and 298150010-0011
Report ID: 29815 - 1154846
11 CERTIFICATE OF ANALYSIS
rM This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Energy Services LLC.
Page 4 of 23

Pace Analytical Energy Services LLC
220 William Pitt Way
aceAnalytical
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
ANALYTICAL RESULTS
Workorder: 29815 9030367
Lab ID: 298150010
Date Received: 3/26/2019 10:35 Matrix:
Water
Sample ID: MW-01
Date Collected: 3/21/2019 13:13
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.20 U mg/I
0.20
0.014 1
3/29/2019 14:39
KB
Acetic Acid
0.91 mg/I
0.10
0.024 1
3/29/2019 14:39
KB
Propionic Acid
0.10 U mg/I
0.10
0.0044 1
3/29/2019 14:39
KB
Formic Acid
0.22 mg/I
0.20
0.048 1
3/29/2019 14:39
KB
B
Butyric Acid
0.10 U mg/I
0.10
0.0047 1
3/29/2019 14:39
KB
Pyruvic Acid
0.10 U mg/I
0.10
0.0057 1
3/29/2019 14:39
KB
i-Pentanoic Acid
0.10 U mg/I
0.10
0.0075 1
3/29/2019 14:39
KB
Pentanoic Acid
0.10 U mg/I
0.10
0.012 1
3/29/2019 14:39
KS
i-Hexanoic Acid
0.20 U mg/I
0.20
0.0049 1
3/29/2019 14:39
KB
Hexanoic Acid
0.20 U mg/I
0.20
0.012 1
3/29/2019 14:39
KB
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
1800 ug/I
0.50
0.046 1
4/3/2019 09:40
BW
n
Ethane
0.16 ug/I
0.10
0.0050 1
4/3/2019 09:40
BW
n
Ethene
0.10 U ug/I
0.10
0.0040 1
4/3/2019 09:40
BW
n
Carbon Dioxide
280 mg/I
5.0
0.45 1
4/3/2019 09:40
BW
n
Report ID: 29815 - 1154846 Page 14 of 23
CERTIFICATE OF ANALYSIS
���� This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC

aceAnalytical
I
ANALYTICAL RESULTS
Workorder: 29815 9030367
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 298150011
Sample ID: MW-02
Date Received: 3/26/2019 10:35 Matrix: Water
Date Collected: 3/21/2019 11:28
Parameters
Results Units PQL
MDL DF
Analyzed
By
Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.20 U mg/I
0.20
0.014 1
3/29/2019 15:36
KB
Acetic Acid
0.18 mg/I
0.10
0.024 1
3/29/2019 15:36
KB
Propionic Acid
0.10 U mg/I
0.10
0.0044 1
3/29/2019 15:36
KB
Formic Acid
0.20 U mg/I
0.20
0.048 1
3/29/2019 15:36
KB
B
Butyric Acid
0.10 U mg/I
0.10
0.0047 1
3/29/2019 15:36
KB
Pyruvic Acid
0.10 U mg/I
0.10
0.0057 1
3/29/2019 15:36
KB
i-Pentanoic Acid
0.10 U mg/I
0.10
0.0075 1
3/29/2019 15:36
KB
Pentanoic Acid
0.10 U mg/I
0.10
0.012 1
3/29/2019 15:36
KB
i-Hexanoic Acid
0.20 U mg/I
0.20
0.0049 1
3/29/2019 15:36
KB
Hexanoic Acid
0.20 U mg/I
0.20
0.012 1
3/29/2019 15:36
KB
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
0.50 U ug/I
0.50
0.046 1
4/3/2019 10:55
BW
n
Ethane
0.10 U ug/I
0.10
0.0050 1
4/3/2019 10:55
BW
n
Ethene
0.10 U ug/I
0.10
0.0040 1
4/3/2019 10:55
BW
n
Carbon Dioxide
54 mg/I
5.0
0.45 1
4/3/2019 10:55
BW
n
Report ID: 29815 - 1154846
CERTIFICATE OF ANALYSIS
f•IE�C This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 15 of 23

lacieAnalXical
Workorder: 29815 9030367
ANALYTICAL RESULTS
Pace Analytical Energy Services LLC
220 William PittVVay
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 298150001 Date Received: 3/26/2019 10:35 Matrix: Water
Sample ID: MW-03 Date Collected: 3/20/2019 12:02
Parameters Results Units PQL MDL DF Analyzed By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
LacticAcid
Acetic Acid
Proplonlc Acid
Formic Acid
Butyric Acid
Pyruvlc Acid
I-Pentanolc Acid
Pentanoic Acid
1-Hexanoic Acid
Hexanoic Acid
Report ID: 29815 - 1154846
' nelac =:
Analytical Method: AM23G
0.20 U mg/I
0.20
0.014 '
0.10 U mg/I
0.10
0.024 '
0.10 U mg/I
0.10
0.0044 '
0.55 mg/I
0.20
0.048
0.10 U mg/I
0.10
0.0047 '
0.10 U mg/I
0.10
0.0057 '
0.10 U mg/I
0.10
0.0075 '
0.10 U mg/I
0.10
0.012 '
0.20 U mg/I
0.20
0.0049 '
0.20 U mg/I
0.20
0.012
3/29/2019 08:05
KB
3/29/2019 08:05
KB
3/29/2019 08:05
KB
3/29/2019 08:05
KB
3/29/2019 08:05
KB
3/29/2019 08:05
KB
3/29/2019 08:05
KB
3/29/2019 08:05
KB
3/29/2019 08:05
KB
3/29/2019 08:05
KB
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
B
Page 5 of 23

lac,Analytical
ANALYTICAL RESULTS
Workorder: 29815 9030367
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 298150002
Sample ID: MW-03
Date Received: 3/26/2019 10:35 Matrix:
Date Collected: 3/20/2019 12:02
Bubble Strip
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
AnatylIcal Method: AM20GAX
Methane
0.20 U ug/I
0.20
0,044 2
4/3/2019 05A3
TD
d,n
Ethane
0.020 U ug/I
0.020
0.0060 2
4/3/2019 05:43
TD
d,n
Ethene
0.020 U ug/I
0.020
0.010 2
413)2019 05:43
TD
d,n
Carbon Dioxide
55 mg/I
4.0
1.6 2
4/3/2019 05:43
TD
d,n
Hydrogen
120 nM
4.0
10 4
402019 08-05
TD
d,n
Report ID: 29815 - 1154846 Page 6 of 23
CERTIFICATE OF ANALYSIS
r7���C This report shall not be reproduced. except in full,
without the written consent of Pace Analytical Energy Services LLC.

aceAnalytical
ANALYTICAL RESULTS
Workorder: 29815 9030367
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 298150003
Date Received: 3/26/2019 10:35 Matrix: Water
Sample ID: MW-04
Date Collected: 3/19/2019 10:57
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
/0alylical Method: AM23G
LacticAcid
0.20 U mg/I
0.20
0.014 1
3/29/2019 10:54
KB
Acetic Acid
0.10 U mg/I
0.10
0.024 1
3/29/2019 10:54
KB
ProplonicAcld
0.10 U mg/I
0.10
0.0044 1
3/29/2019 10:54
KB
FormicAcld
0.62 mg/I
0.20
0.048 1
3/29/2019 10:54
KB B
ButyricAcld
0.10 U mg/I
0.10
0.0047 1
3/29/2019 10:54
KB
PyruvlcAcid
0.10 U mg/I
0.10
0.0057 1
3/29/2019 10:54
KB
i-Pentanoic Acid
0.10 U mg/I
0.10
0.0075 1
3/29/2019 10:54
KB
Pentanoic Acid
0.10 U mg/I
0,10
0.012 1
3/29/2019 10:54
KB
i-Hexanolc Acid
0.20 U mg/l
0.20
0.0049 1
3/29/2019 10:54
KB
HexanoicAcid
0.20 U mg/1
0.20
0.012 1
3/29/2019 10:54
KB
Report ID: 29815 - 1154846
CERTIFICATE OF ANALYSIS
�ila� This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 7 of 23

0
aceAnalXical
ANALYTICAL RESULTS
Workorder. 29815 9030367
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 298150004
Sample ID: MW-04
Date Received: 3/26/2019 10:35 Matrix:
Date Collected: 3/19/2019 10:57
Bubble Strip
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
RISK - PAES
Analysts Desc: AM20GAX
Analy#iCal Method: AM20GAX
Methane
14 ugA
0,20
0,044 2
4/3/2019 06:02
TD
d.n
Ethane
0.020 U ug/I
0,020
0.0060 2
4/3/2019 06 02
TD
d.n
Ethene
0.020 U ug/i
0.020
0,010 2
4/3/2019 06:02
TD
d.n
Carbon Dioxide
140 mg/I
4,0
1.6 2
413/2019 06: 02
TD
d.n
Hydrogen
110 nM
CO
3.0 4
4131201908:20
TD
d.n
Report ID: 29815 - 1154846 Page 8 of 23
CERTIFICATE OF ANALYSIS
f"1��C . This report sholl not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

Pace Analytical Energy Services LLC
220 William Pitt Way
aceAnalytical
Pittsburgh, PA 15238
Phone: [phone]
I
Fax: [phone]
ANALYTICAL RESULTS
Workorder: 29815 9030367
Lab ID: 298150009
Date Received: 3/26/2019 10:35 Matrix: Water
Sample ID: MW-05R
Date Collected: 3/20/2019 10:40
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.20 U mg/I
0.20
0.014 1
3/29/2019 13:43
KB
Acetic Acid
0.17 mg/I
0.10
0.024 1
3/29/2019 13:43
KB
Propionic Acid
0.10 U mg/I
0.10
0.0044 1
3/29/2019 13:43
KB
Formic Acid
0.20 U mg/I
0.20
0.048 1
3/29/2019 13:43
KB
B
Butyric Acid
0.10 U mg/I
0.10
0.0047 1
3/29/2019 13:43
KB
Pyruvic Acid
0.10 U mg/I
0.10
0.0057 1
3/29/2019 13:43
KB
i-Pentanoic Acid
0.10 U mg/I
0.10
0.0075 1
3/29/2019 13:43
KB
Pentanoic Acid
0.10 U mg/I
0.10
0.012 1
3/29/2019 13:43
KB
i-HexanoicAcid
0.20 U mg/I
0.20
0.0049 1
3/29/2019 13:43
KB
HexanoicAcid
0.20 U mg/I
0.20
0.012 1
3/29/2019 13:43
KB
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
2500 ug/I
0.50
0.046 1
4/3/2019 09:30
BW
n
Ethane
0.28 ug/I
0.10
0.0050 1
4/3/2019 09:30
BW
n
Ethene
0.10 ug/I
0.10
0.0040 1
4/3/2019 09:30
BW
n
Carbon Dioxide
61 mg/I
5.0
0.45 1
4/3/2019 09:30
BW
n
Report ID: 29815 - 1154846 Page 13 of 23
CERTIFICATE OF ANALYSIS
r12��iC This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

aceAnalytical
i
ANALYTICAL RESULTS
Workorder: 29815 9030367
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID- 298150005 Date Received: 3/26/2019 10:35 Matrix: Water
Sample ID: MW-06 Date Collected: 3/21/2019 09:58
Parameters Results Units PQL MDL DF Analyzed By Qualifiers
EDonors - PAES
�.ni dyci;, Desc: AM23G
Analytical Method; AM23G
LacticAcld
0.20 U mg/1
0.20
0.014 1
3/29/2019 11:50
KB
Acetic Acid
2.0 mg/1
0.10
0.024 1
3/29/2019 11:50
KB
Proplonic Acid
0.10 U mg/I
0.10
0.0044 1
3/29/2019 11:50
KB
Formic Acid
0.20 U mg/I
0.20
0.048 1
3/29/2019 11:50
KB B
Butyric Acid
0.10 U mg/I
0.10
0.0047 1
3/29/2019 11:50
KB
Pyruvic Acid
0.10 U mg/I
0.10
0.0057 1
3/29/2019 11:50
KB
i-Pentanoic Acid
0.10 U mg/I
0.10
0.0075 1
3/29/2019 11:50
KB
Pentanoic Acid
0.10 U mg/I
0.10
0.012 1
3/29/2019 11:50
KB
1-HexanoicAcid
0.20 U mg/I
0.20
0.0049 1
3/29/2019 11:50
KB
Hexanolc Acid
0.20 U mg/I
0.20
0.012 1
3/29/2019 11:50
KB
Report ID: 29815 - 1154846
CERTIFICATE OF ANALYSIS
. �e�� This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 9 of 23

aceAnalytical
I
Workorder: 29815 9030367
ANALYTICAL RESULTS
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 298150006 Date Received: 3/26/2019 10:35 Matrix: Bubble Strip
Sample ID: MW-06 Date Collected: 3/21/2019 09:58
Parameters Results Units PQL MDL DF Analyzed By Qualifiers
RISK - PAES
Analysis Desc:AM20GAX
Analylical Method-
Methane
0.45 ugli
0.20
0.044 2
4/3/2019 06.22
TD
Ethane
0.020 U ugll
0.020
0.0060 2
41M019 06:22
TD
Ethane
0.020 U ugll
0.020
0.010 2
4/3/2019 06:22
TD
Carbon Dioxide
160 mg/I
4.0
1.6 2
4/3/2019 06.22
TD
Hydrogen
4.8 nM
2.0
1.5 2
413/2019 06:22
T❑
Report ID: 29815 - 1154846
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
d,n
d,n
d,n
d,n
d,n
Page 10 of 23

PceAnalytical
I
Workorder: 29815 9030367
ANALYTICAL RESULTS
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID:
298150007
Date Received
3/26/2019 10:35 Matrix: Water
Sample 10:
MW-07
Date Collected
3/19/2019 12:35
Parameters Results Units PQL MDL DF Analyzed By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical N ell'i0d: AM23G.
LacticAcld
0.20 U mg/I
0.20
0.014 1
3/29/2019 12:47
KB
Acetic Acid
0.10 U mg/1
0.10
0.024 1
3/29/2019 12:47
KB
Propionlc Acid
0.10 U mg/I
0.10
0.0044 1
3/29/2019 12:47
KB
Formic Acid
0.20 U mg/I
0.20
0.048 1
3/29/2019 12:47
KB
Butyric Acid
0.10 U mg/l
0.10
0.0047 1
3/29/2019 12:47
KB
Pyruvic Acid
0.10 U mg/l
0.10
0.0057 1
3/29/2019 12:47
KB
i-Pentanolc Acid
0.10 U mg/l
0.10
0.0075 1
3/29/2019 12:47
KB
Pentanoic Acid
0.10 U mg/l
0.10
0.012 1
3/29/2019 12:47
KB
i-HexanoicAcid
0.20 U mg/l
0.20
0.0049 1
3/29/2019 12:47
KB
Hexanoic Acid
0.20 U mg/I
0.20
0.012 1
3/29/2019 12:47
KB
Report ID: 29815 - 1154846
CERTIFICATE OF ANALYSIS
TI ��LC This report shall not be reproduced. except in full.
without the written consent of Pare Analytical Energy Services LLC.
A
B
Page 11 of 23

IceAnalytical
ANALYTICAL RESULTS
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Workorder: 29815 9030367
Lab ID: 298150008 Date Received: 3/26/2019 10:35 Matrix: Bubble Strip
Sample ID: MW-07 Date Collected: 3/19/2019 12:35
Parameters Results Units PQL MDL OF Analyzed By Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
190 ug/I
0.20
0.044 2
4/3/2019 06:36
TD
Ethane
0.081 ug/I
0.020
0.0060 2
4/3/2019 06:36
TO
Ethane
0.10 ug/I
0.020
0.010 2
4/3/2019 06:36
TO
Carbon Dioxide
210 mg/I
4.0
1.6 2
4/3/2019 06'36
TD
Hydrogen
46 nM
2.0
1.5 2
413/2019 0636
TD
Report ID: 29815 - 1154846
CERTIFICATE OF ANALYSIS
�IE��C ; This re" rtshrall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
d,n
d,n
d,n
d,n
d,n
Page 12 of 23

aceAnalytical
ANALYTICAL RESULTS QUALIFIERS
Workorder: 29815 9030367
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
DEFINITIONS/QUALIFIERS
MDL Method Detection Limit. Can be used synonymously with LOD; Limit Of Detection.
PQL Practical Quanitation Limit. Can be used synonymously with LOQ; Limit Of Quantitation.
ND Not detected at or above reporting limit.
DF Dilution Factor.
S Surrogate.
RPD Relative Percent Difference.
% Rec Percent Recovery.
U Indicates the compound was analyzed for, but not detected at or above the noted concentration.
J Estimated concentration greater than the set method detection limit (MDL) and less than the set reporting limit (PQL).
n The laboratory does not hold NELAP/TNI accreditation for this method or analyte.
B The analyte was detected in the associated blank.
d The analyte concentration was determined from a dilution.
Report ID: 29815 - 1154846
CERTIFICATE OF ANALYSIS
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without the written consent of Pace Analytical Energy Services LLC
Page 16 of 23

aceAnalytical
QUALITY CONTROL DATA
Workorder: 29815 9030367
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
QC Batch: EDON/4019 Analysis Method: AM23G
QC Batch Method: AM23G
Associated Lab Samples: 298150001, 298150003, 298150005, 298150007, 298150009, 298150010, 298150011
METHOD BLANK: 60387
Blank
Reporting
Parameter
Units
Result
Limit Qualifiers
EDonors
Lactic Acid
mg/I
0.20 U
0.20
Acetic Acid
mg/I
0.10 U
0.10
Propionic Acid
mg/I
0.10 U
0.10
Formic Acid
mg/I
0.20 U
0.20 B
Butyric Acid
mg/I
0.10 U
0.10
Pyruvic Acid
mg/I
0.10 U
0.10
i-PentanoicAcid
mg/I
0.10 U
0.10
PentanoicAcid
mg/I
0.10 U
0.10
i-HexanoicAcid
mg/l
0.20 U
0.20
HexanoicAcid
mg/l
0.20 U
0.20
LABORATORY CONTROL SAMPLE: 60388
Parameter
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
Lactic Acid
mg/I
2
2.0
102
70-130
Acetic Acid
mg/I
2
20
99
70-130
Propionic Acid
mg/I
2
19
97
70-130
Formic Acid
mg/I
2
1 9
95
70-130 B
Butyric Acid
mg/I
2
2.0
98
70-130
PyruvicAcid
mg/I
2
2.0
102
70-130
i-Pentanoic Acid
mg/I
2
1.9
95
70-130
PentanoicAcid
mg/I
2
1.9
95
70-130
i-HexanoicAcid
mg/I
2
1.7
86
70-130
HexanoicAcid
mg/I
2
1.7
86
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 60389
60390
Original:
298150001
Original
Spike
MS
MSD
MS
MSD
% Rec Max
Parameter
Units
Result
Conc.
Result
Result
% Rec
% Rec
Limit RPD RPD Qualifiers
EDonors
Lactic Acid
mgA
0.014
2
2.1
2.0
103
102
70-130 0.53 30
Acetic Acid
mgA
0.059
2
2.0
2.0
99
98
70-130 0.32 30
Report ID: 29815 - 1154846 Page 17 of 23
CERTIFICATE OF ANALYSIS
���� - This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

Pace Analytical Energy Services LLC
220 William Pitt Way
aceAnalytical
Pittsburgh. PA 15238
Phone: [phone]
II
Fax: [phone]
QUALITY CONTROL DATA
Workorder: 29815 9030367
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
60389
60390
Original:
298150001
Original
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Cone.
Result
Result
% Rec
% Rec
Limit
RPD
RPD Qualifiers
PropionicAcid
mg/I
0.002
2
2.0
2.0
98
98
70-130
0.06
30
Formic Acid
mg/I
0.55
2
2.2
2.1
83
79
70-130
4.2
30 B
Butyric Acid
mg/I
0
2
2.0
2.0
99
99
70-130
0.21
30
Pyruvic Acid
mg/I
0.0077
2
2.1
21
104
104
70-130
0.13
30
i-Pentanoic Acid
mg/I
0
2
2.0
20
98
98
70-130
0.1
30
Pentanoic Acid
mg/I
0
2
2.0
20
100
101
70-130
0.66
30
i-HexanoicAcid
mg/I
0
2
2.0
20
101
101
70-130
0.05
30
Hexanoic Acid
mg/I
0
2
1.9
20
97
98
70-130
0.46
30
Report ID: 29815 - 1154846 Page 18 of 23
CERTIFICATE OF ANALYSIS
lelav This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

aceAnalXical
I
QUALITY CONTROL DATA
Workorder: 29815 9030367
QC Batch: DISG/7454 Analysis Method: AM20GAX
QC Batch Method: AM20GAX
Associated Lab Samples: 298150009, 298150010, 298150011
METHOD BLANK: 60476
Blank Reporting
Parameter Units Result Limit Qualifiers
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
RISK
Methane
ugh
0.50 U
0.50 n
Ethane
ug/1
0.10 U
0.10 n
Ethene
ug/Y
0.10 U
0.10 n
METHOD BLANK: 60477
Blank
Reporting
Parameter
Units
Result
Limit Qualifiers
RISK
Carbon Dioxide
mg/I
5.0 U
5.0 n
LABORATORY CONTROL SAMPLE & LCSD:
60478
60480
Spike
LCS
LCSD LCS
LCSD
% Rec
Max
Parameter Units
Conc.
Result
Result % Rec
% Rec
Limit
RPD
RPD
Qualifiers
Methane ug/I
750
740
750 99
100
80-120
0.5
20
n
Ethane ug/I
38
38
38 101
100
80-120
0.68
20
n
Ethene ug/1
35
35
35 99
100
80-120
0.82
20
n
LABORATORY CONTROL SAMPLE & LCSD:
60479
60481
Spike
LCS
LCSD LCS
LCSD
% Rec
Max
Parameter Units
Conc.
Result
Result % Rec
% Rec
Limit
RPD
RPD
Qualifiers
Carbon Dioxide mg/I
120
130
130 109
108
80-120
0.41
20
n
Report ID: 29815 - 1154846
nelac
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC
Page 19 of 23

'y
rN
Pace Analytical Energy Services LLC
220 William Pitt Way
f ccAnalytical
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
QUALITY CONTROL DATA
Workorder: 29815 9030367
QC Batch: DISG/7458
Analysis Method: AM20GAX
QC Batch Method: AM20GAX
Associated Lab Samples: 298150002, 298150004, 298150006, 298150008
METHOD BLANK: 60503
Blank Reporting
Parameter
Units
Result Limit Qualifiers
RISK
Methane
ugA
0.10 U 0.10 n
Ethane
ug/I
0.010 U 0.010 n
Ethene
ug/l
0.010 U 0.010 n
METHOD BLANK: 60504
Blank Reporting
Parameter
Units
Result Limit Qualifiers
RISK
Carbon Dioxide
mg/1
2.0 U 2.0 n
METHOD BLANK: 60505
Blank Reporting
Parameter
Units
Result Limit Qualifiers
RISK
Hydrogen
nM
1.0 U 1.0 n
LABORATORY CONTROL SAMPLE & LCSD:
60506 60509
Spike LCS LCSD LCS LCSD
% Rec
Max
Parameter
Units
Conc. Result Result % Rec % Rec
Limit
RPD
RPD
Qualifiers
Methane
ug/I
8.1 8.2 8.5 102 105
80-120
12
20
n
Ethane
ug/I
6.4 6.4 6.6 100 104
80-120
3.2
20
n
Ethene
ug/I
16 16 17 101 104
80-120
3.2
20
n
LABORATORY CONTROL SAMPLE & LCSD:
60507 60510
Spike LCS LCSD LCS LCSD
% Rec
Max
Parameter
Units
Conc. Result Result % Rec % Rec
Limit
RPD
RPD
Qualifiers
Carbon Dioxide
mg/I
97 91 94 94 97
80-120
3
20
n
Report ID: 29815 - 1154846
Page 20 of 23
• �,
CERTIFICATE OF ANALYSIS
nelac~;
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC

ceAnalytical
QUALITY CONTROL DATA
Workorder: 29815 9030367
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
LABORATORY CONTROL SAMPLE & LCSD: 60508 60511
Spike LCS LCSD LCS LCSD % Rec Max
Parameter Units Conc. Result Result % Rec % Rec Limit RPD RPD Qualifiers
Hydrogen nM 24 26 26 106 109 80-120 2.7 20 n
Report ID: 29815 - 1154846 Page 21 of 23
CERTIFICATE OF ANALYSIS
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without the written consent of Pace Analytical Energy Services LLC.

,�-',PkeAnalytical
QUALITY CONTROL DATA QUALIFIERS
Workorder: 29815 9030367
QUALITY CONTROL PARAMETER QUALIFIERS
The analyte was detected In the associated blank.
The laboratory does not hold NELAP/TNI accreditation for this method or analyte.
Report ID: 29815 - 1154846
-k CERTIFICATE OF ANALYSIS
i1��C�� This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Energy Services LLC.
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Page 22 of 23

aceAnalytical
r
I
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Workorder: 29815 9030367
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15236
Phone: [phone]
Fax: [phone]
Lab ID
Sample ID
Prep Method Prep Batch Analysis Method
Analysis
Batch
298150001
MW-03
AM23G
EDON/4019
298150003
MW-04
AM23G
EDON/4019
298150005
MW-06
AM23G
EDON/4019
298150007
MW-07
AM23G
EDON/4019
298150009
MW-05R
AM23G
EDON/4019
298150010
MW-01
AM23G
EDON/4019
298150011
MW-02
AM23G
EDON/4019
298150009
MW-05R
AM20GAX
DISG/7454
298150010
MW-01
AM20GAX
DISG/7454
298150011
MW-02
AM20GAX
DISG/7454
298150002
MW-03
AM20GAX
DISG/7458
298150004
MW-04
AM20GAX
DISG/7458
298150006
MW-06
AM20GAX
DISG/7458
298150008
MW-07
AM20GAX
DISG/7458
Report ID: 29815 - 1154846
CERTIFICATE OF ANALYSIS
�� '��..-� This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 23 of 23

Full -Service Analytical & d 0fiF R I S M
�• Environmental Solutions
IM
SUBCONTRACT ORDER
CerlificaliVn: NELAC_ USACE_
Prism Lahoi-atorles, Inc. NC ;� SC_ 0111111.
9030367 NIA
SE LqD r; 1,6 R 0 R AT01RY..
RE ETVING LATIORATORV:
Prism Laboratories, Inc.
MicroseepslPace
P. 0. Box 240543
220 William Pitt Way
Charlotte, NC 28224-0543
Pittsburgh, PA 15238
Phone:[phone]
Pllonc:[phone]
Fax:[phone]
Fax: [phone]
Project Manager: Robbi A. Jones
Analysis Due Expires Laboratory 1D Comments
Sample ID: 90311367-111 Water Smnpled: 03/20l19 12:02
m-v3
Dissolved Hydiogcn (Sub)FhF9 1z' fF2
Methane, Ethane, Ethcnc (AM20GP .03L3�H+?+i flZ
Volatile Fatty Acids (Sub) 'H}h19-tyH9
Carbon Dioxide AM20GAX
Cmrrnirrcrs ,Supplied:
_7 G A K
Sample ID: 9030367-02 Water Sampled: 03119/19 10:57
Carbon DioxideAM20GAX
.44'"^11" 1^'`O
Dissolved I1)•drogen (Sub)
Methane, Ethane, Ethcnc (AMMU
IIS:S2.
Volatile Fatty Acids (Sub)
.113L1a1 hJ-Fti f7.
Conlablerx supplied,
Sample ID: 9030367-03 Water
St —pled: 03121/19 09:58
Volatile Fatty Acids (Sub)
�}31i5
CaibonDiuxidcAM20CiAX
`44+N+f•F 4948
Dissolved Hydrogen (Sub)
Methane, Ethcnc, Etbenc IAM20(it
h •�
Conndncry suppiicrr:
3 9A K
f
Sample ID:9030367-04 NImer
S:unplcd:0311911912:35
Dissolved I lydrogen (Sub)
�:as
Metb:mc, F..Ihunc, F..11tcnc (AM_Nri
del' t ,.}5
Rclenscd IN r // -
C
Da(c
Received By
D.uc
_
Rcicascd By
I7ate
1'lcceivcd By
Atc I7x(r
Rcicascd 13y Diu
Received 19}• _ 17.t(c• _
Rcicascd IL), D.nc Received 13y Datc

SUBCONTRACT ORDER
l t- Cslaif:ctlian• NELAC USACE_
Prism Laboratories, Inc. NC R� SC_ Other
9030367 NIA
Analysls Due Expires LaboratotyID rComments
Sample ID:9030367-04 Water Sampled ;0311911912:35 W 0
Volatile Fatty Acids (Sub) 0?P464tr3T
Carbon Dioxide AM20GAX OYOb491M
Containers Supplied;
3 6 A K
Sample ID:9030367-05 Water Sampled; 03/20/19 10.40 rn
Carbon DioxideAM20GAX
r4A3:+°`R
Methane, Ethane, Ethcne (AM20W
43f297Iv1V:3b
Volatile Fatty Acids (Sub)
03fi7tf9'f B i9
Contufaers Supplied;
mt~i—c:i
Sample ID: 9030367-06 Wxtcr
Spmplcd; 03/21/19 13:33
Carbon DioxideAM20GAX
j 1-. 3
Methane, Ethane, Ethenc (AM20GA
VTrA"ZT1 f . 3
Volatile Fatty Acids (Sub)
01*&1 -M.13
Confuirwrs Supplied: V
Sample III:9030.167-07 Water
Sampled; 03121/19 11:29
Volatile Fatty Acids (Sub)
M7n7PJT"-
Calton Dioxide AM20GAX
it ) 11.28
Methano, Ethane, Ethcne (AM20Gp
4vr2TTTI M8
Conlafnevs Supplied;
r-j r
Released By Date Acce'ivcd By Date
Rdea�cU 11y Dole Received By Dole
Released By Dow Rereivacl By _ Dole
Released By Da.c Received By Mm. /

Cooler Receipt Form
Client Name: j'-P( :.rr Project: / %, )-s > Lab Work Order: _
A. Shipping/Container Information (circle appropriate response)
Courier: i FedEx UPS USPS Client Other: Air bill Present:,' Yes No
Tracking Number: '7 7Y %.�r..l'l S f( Y
Custody Seal on Cooler/Box Present: Y.e ,l O ] Seals Intact: Yes No
Cooler/Box Packing Material: bid ie Wrap 1 Absorbent Foam Other:
Type of Ice: 6t, Blue None lce Intact: Yes , Melted
Cooler Temperature: I L1� T Radiation Screened: Yes f No Chain of Custody Present: Yes No
Comments:
B. Laboratory Assignment/Log-in (check appropriate response)
YES
NO
N/A
Comment
Reference non -Conformance
Chain of Custody properly filled out
Chain of Custody relinquished
Sampler Name & Signature on COC
Containers intact
Were samples in separate bags
lam'
Sample container labels match COC
Sample name/date and time collected
Sufficient volume provided
"
�x•
PAES containers used
Are containers properly preserved for the requested testing?
(as labeled)
If an unknown preservation state, were containers checked?
Exception: VOA's coliform
If yes, see pH form.
Was volume for dissolved testing field filtered, as noted on
the COC? Was volume received in a preserved container?
Headspace present?
Comments:
Cooler contents examined/received by: ` 1
Date:
Project Manager Review: AA1 Date: -5
F-PAE-Q-009-rev.01, 30ct2017

Date: -1
NON-CONFORMANCE FORM
PASS Work Order M - :12 i Y /
Time of Receipt: Receiver:
Client: P/-, ""-)?
REASON FOR NON-CONFORMANCE:
a
<
ACTION ON TAKEN'
CljeDt name:
4 CustomerCustomerService Initials::
.F-PAE-Q-0 I 4-rev-00., 20 No)72014
Date:
Date: Time:

Page 1 of 1
Joseph Ward - 9030367
From: Joseph Ward
To: [e-mail]
Subject: 9030367
Upon receiving your samples for the project referenced above, We only received 1 vial for samples MW-05R,
MW-01, and MW-02. We still have sufficient volume to run the analysis but no extra if needed.
Joseph Ward
Customer Service
Pace Analytical Energy Services
220 William Pitt Way
Pittsburgh PA 15238
412-826-5245/412-826-2384(Direct)
about:blank 3/26/2019

Page 1 of 1
Ruth Welsh - Needing Confirm of Receipt
From: "Robbi Jones" <[e-mail]>
To: "'Ruth Welsh"' <[e-mail]>
Date: 3/26/2019 3:34 PM
Subject: Needing Confirm of Receipt
Hi Ruth, did you receive Prism Project 9030367 today? 7 Samples. Also, please use Laboratory Sample ID
that is highlighted (MW-03, etc.)
Thankyoul
&RISM I rolM�tns�„r+rcn.a
ElW YBwn41nl8d).4enc
(Ms.) Robbi A. Jones When You Need RESULTS .......
President rjones@..prismlabs.com
Cell 803.448.6005 ivy,iv.prismlabs.com
Fax [phone] Office: 704.529.6364
449 Springbrook Rd., Charlotte, NC 28217 / Mail: P.O. Box 240543,Charlotte,NC 28224-0543
SBA Certified Women -Owned, Small Business
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