5802_Madison_MSWLF_Sept20GW_FID1522027_20201230

N.ft t1Y [-]PaperReport [:]Electronic Data -Email CD data loaded: Yes /Noy Doc/Event #:
' NC DENR Environmental 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)(1).
Send the original signed and sealed fonn, 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 preparers name, telephone number and E-mail address:
Name: Alec Macbeth
E-mail: amacbeth(cDanchoraea.com
Facility name: Facility Address:
Madison County Closed Solid 389 Long Branch Road
Waste Facility Marshall, NC 28753
Environmental Status: (Check all that apply)
Initial/Background Monitoring ❑X Detection Monitoring
Type of data submitted: (Check all that apply)
p( Groundwater monitoring data from monitoring wells
Groundwater monitoring data from private water supply wells
I Leachate monitoring data
X� Surface water monitoring data
Phone: [phone]
NC Landfill Rule:
Facility Permit # (.0500 or .1600)
58-02 .0500
❑ Assessment Monitoring
❑
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
Actual sampling dates (e.g.,
October 20-24, 2006)
ctober 6 and 7, 2019
Corrective Action
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 Informatbin 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 Projec tGeologis t
Facility Representative Name (Print) Title
OL-0_'� a z & , 7' -7-, `c
828-281-3350
(Area Code) Telephone Number
December 30, 2020 Affix NC Licensed/ Professional Geologist Seal
Signature Date
231 Haywood Street Asheville, North Carolina 28806
Facility Representative Address
P-1649
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009

December 2020
Madison County Closed Solid Waste Facility, Permit No. 58-02
ti9
ANCHOR
QEA
Fall 2020
Semiannual Water Quality Monitoring Report
Prepared for Madison County, North Carolina

December 2020
Madison County Closed Solid Waste Facility, Permit No. 58-02
Fall 2020
Semiannual Water Quality Monitoring Report
Prepared for
Madison County, North Carolina
Post Office Box 579
Marshall, North Carolina 28753
Alec Macbeth, PG
Prepared by
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Project Number: C01500-01.01
\\ashevillel\Asheville\Projects\Madison County\Reports\2020\Fall\58-02 - Closed\Text\5802_Madison Closed_October 2020 Semiannual Water Quality
Report_121520.docx

TABLE OF CONTENTS
1 Introduction
2 Methods
1
2
2.1 Monitoring Well Sampling Methods...........................................................................................................2
2.1.1 Monitoring Wells MW-01 OLD and BG SPRING OLD...........................................................2
2.1.2 Monitoring Wells MW-02 OLD, MW-03 OLD, and MW-04 OLD......................................2
2.2 Surface Water Sampling Methods................................................................................................................3
2.3 Sample Handling, Documentation, and Analysis....................................................................................3
3 Findings........................................................................................................................................5
3.1 Groundwater.........................................................................................................................................................6
3.1.1 Field Parameters..................................................................................................................................6
3.1.2 RCRA Metals..........................................................................................................................................6
3.1.3 Appendix I VOCs and 1,4-Dioxane...............................................................................................6
3.2 Surface Water.......................................................................................................................................................7
3.2.1 Field Parameters..................................................................................................................................7
3.2.2 RCRA Metals..........................................................................................................................................7
3.2.3 Appendix I VOCs and 1,4-Dioxane...............................................................................................7
3.3 Site Hydrogeology..............................................................................................................................................7
4 Summary......................................................................................................................................9
4.1 Future Activities...................................................................................................................................................9
5 References.................................................................................................................................10
TABLES
Table 1 Summary of Laboratory Analyses Performed on Samples
Table 2 Summary of Detected Constituents
FIGURES
Figure 1 Site Location Map
Figure 2 Sample Location Map
APPENDICES
Appendix A Sampling Logs and Equipment Documentation and Instrument Calibration Data Sheets
Appendix B Report of Laboratory Analysis and Chain -of -Custody Documentation
Fall 2020 Semiannual
Water Quality Monitoring Report i December 2020

ABBREVIATIONS
µg/L
micrograms per liter
µS/cm
microsiemens per centimeter
Closed Landfill
closed municipal solid waste landfill
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
MRL
method reporting limit
mV
millivolt
NCAC
North Carolina Administrative Code
NTU
nephelometric turbidity unit
ORP
oxidation-reduction potential
RCRA
Resource Conservation and Recovery Act
SC
specific conductivity
SESD
EPA Region 4 Science and Ecosystem Support Division
SU
standard unit
SWS
Solid Waste Section
TOC
top of well casing
VOC
volatile organic compound
Fall 2020 Semiannual
Water Quality Monitoring Report ii December 2020

Introduction
The Madison County Solid Waste Department maintains a closed municipal solid waste landfill
(Closed Landfill), located near the intersection of U.S. Highway 25/70 Bypass and Long Branch Road
(State Route 1582) in Madison County, North Carolina. The site location is presented in Figure 1.
The Closed Landfill is permitted by the North Carolina Department of Environmental Quality (DEQ),
Division of Waste Management (DWM), under Permit No. 58-02 (the permit), which requires
semiannual monitoring of groundwater and surface water quality. This report, prepared by
Anchor QEA of North Carolina, PLLC, is being submitted in accordance with monitoring requirements
for the Closed Landfill as stipulated in the permit, with regulations codified in the DEQ Solid Waste
Management Rules, Title 15A, Subchapter 13B, Section .1600 of the North Carolina Administrative
Code (15A North Carolina Administrative Code [NCAC] 13B .1600).
This report describes the second semiannual groundwater and surface water quality monitoring
event performed in 2020. The water quality monitoring network for the Closed Landfill consists of
four monitoring wells (MW-01 OLD, MW-02 OLD, MW-03 OLD, and MW-04 OLD), a background
groundwater quality sampling location (BG SPRING OLD), and two surface water sampling locations
(SW-01 OLD [upstream] and SW-02 OLD [downstream]) located along Profitt Branch (Figure 2).
Monitoring wells MW-03 OLD and MW-04 OLD are installed in bedrock near the top of a ridge in the
western part of the landfill parcel. Monitoring wells MW-01 OLD and MW-02 OLD are at lower
elevations within topographic drainages in the southern part of the landfill parcel and are screened
in the upper saturated zone.
The water sample collected from background sampling location BG SPRING OLD is treated as a
groundwater sample for the following reasons:
• Groundwater does not discharge to the ground surface at the sampling point.
• Construction of the sampling point is similar to that of a temporary monitoring well and is
located upslope and upgradient of a springhead.
• The sampling point consists of a polyvinyl chloride (PVC) casing extending below ground
surface with a screened interval from which groundwater is collected and recharges.
Anchor QEA personnel attempted to contact the resident of the property owned by Mrs. J.V. Edwards
(99 Log Branch Road, Marshall, North Carolina) but were unsuccessful. Because of the unsuccessful
attempt to contact the Mrs. Edwards, coupled with COVID-19 concerns, Anchor QEA did not collect a
sample from the residential well (DW-01) owned by Mrs. Edwards during the fall 2020 sampling
event. Anchor QEA will coordinate with Madison County to ensure contact with the Edwards family
for the Spring 2021 sampling event.
Fall 2020 Semiannual
Water Quality Monitoring Report 1 December 2020

2 Methods
Groundwater samples and a surface water sample were collected at the Closed Landfill by
Anchor QEA personnel on October 6 and 7, 2020.
2.1 Monitoring Well Sampling Methods
Prior to groundwater sample collection from the monitoring wells, the static water level was
measured and recorded to calculate the volume of water within the well.
At each sample location, an initial round of field parameters (consisting of pH, specific conductivity
[SC], dissolved oxygen [DO], oxidation-reduction potential [ORP], turbidity, and temperature) was
measured and recorded. Water level measurements, field parameters, and observations pertaining to
water quality are included in the sampling logs in Appendix A.
2.7. 7 Monitoring Well BG SPRING OLD
Following initial field parameter collection, sampling point BG SPRING OLD was purged using a new
disposable polyethylene bailer due to poor well access, which inhibited the use of pump, controller,
and associated tubing. As each consecutive well volume was removed with the bailer, an additional
round of groundwater parameters was recorded.
The well was purged until a minimum of three well volumes had been removed and field parameters
had stabilized, or until the well had been bailed dry. All groundwater samples were collected by a
technician wearing a new pair of non -reactive nitrile gloves. Each sample was placed directly into
laboratory -supplied sample containers.
2. 7.2 Monitoring Wells MW-01 OLD, MW-02 OLD, MW-03 OLD, and
MW-04 OLD
Monitoring wells MW-01 OLD and MW-02 OLD were purged and sampled with a peristaltic pump.
MW-03 OLD and MW-04 OLD were purged and sampled with a bladder pump. These wells were
purged using low -flow techniques in accordance with the procedures described in Low -Flow
(Minimal Drawdown) Ground -Water Sampling Procedures (Puls and Barcelona 1996).
During purging, pH, SC, DO, ORP, turbidity, and temperature were measured and recorded
approximately every 3 minutes. Well purging continued until these parameters had stabilized for
three consecutive readings. The following required stabilization criteria have been established by the
U.S. Environmental Protection Agency (EPA) Region 4 Science and Ecosystem Support Division
Operating Procedure: Groundwater Sampling (EPA SESD 2017):
• pH values within ± 0.1 unit
• SC values within ± 5%
Fall 2020 Semiannual
Water Quality Monitoring Report 2 December 2020

• Temperature, DO, and turbidity values within ± 10%
Following stabilization of these parameters, a groundwater sample was collected by a technician
wearing a new pair of non -reactive nitrile gloves. Each sample was placed directly into
laboratory -supplied sample containers.
2.2 Surface Water Sampling Methods
Surface water samples SW-01 OLD and SW-02 OLD are collected semiannually at designated
locations along Profitt Branch, which flows adjacent to the Closed Landfill's southern boundary in a
westerly direction (Figure 2). The surface water sample collected at the SW-01 OLD location is
interpreted to represent surface water quality upstream of the Closed Landfill, and the surface water
sample collected at the SW-02 OLD location is interpreted to represent surface water quality
downstream of the Closed Landfill.
For the samples SW-01 OLD and SW-02 OLD, field parameters, including temperature, pH, SC, DO,
ORP, and turbidity were measured and recorded at the surface water sampling location prior to
sample collection (Appendix A). The one surface water sample was collected and transferred into
laboratory -supplied sample containers by a technician wearing a new pair of non -reactive nitrile gloves.
2.3 Sample Handling, Documentation, and Analysis
Field parameters and additional observations pertaining to water quality sampling at the
Closed Landfill sampling locations are provided in the sampling logs in Appendix A.
Following sample collection, groundwater and surface water samples were immediately placed on ice
in sample coolers for transport to Waypoint Laboratories, Inc. (Waypoint), a laboratory certified in
North Carolina and located in Charlotte, North Carolina.
Anchor QEA submitted all collected groundwater and surface water samples to Waypoint for the
following analyses:
• Appendix I volatile organic compounds (VOCs), using EPA Method 8260B
— Appendix I parameters are identified in Appendix I of the Code of Federal Regulations,
Title 40, Part 258 (40 Code of Federal Regulations 258).
• 1,4-Dioxane, using EPA Method 8260SIM
• Eight Resource Conservation and Recovery Act (RCRA) metals, using EPA Methods 6010D
and 7470A
— In addition to this "totals" metal analysis, if the associated turbidity was measured at a
value that exceeded 10 nephelometric turbidity units (NTU), the laboratory was
Fall 2020 Semiannual
Water Quality Monitoring Report 3 December 2020

requested to filter the associated sample, run the metals analysis, and report the
dissolved metal concentrations (in addition to the total metals analysis)
• Hardness, using EPA method SM2340C; surface water samples only
A summary of laboratory analyses performed on the samples is provided in Table 1. One trip blank,
provided by the laboratory and stored in the sample cooler, was analyzed for Appendix I VOCs.
Proper chain -of -custody documentation procedures were followed during collection and transport of
each sample. The laboratory analytical reports and chain -of -custody documentation are included in
Appendix B.
Fall 2020 Semiannual
Water Quality Monitoring Report 4 December 2020

3 Findings
The field parameter data and laboratory analytical results for the groundwater, surface water, and
trip blank samples collected at the Closed Landfill are included in Appendices A and B, respectively,
and are also submitted separately to the DEQ DWM Solid Waste Section (SWS) in the Electronic Data
Deliverable format (DEQ 2020).
All laboratory analytical results were reported and appropriately qualified as follows:
• Non -Detections: Non -detections are values reported by the laboratory as "below method
detection limits (MDLs)" and are flagged with a "U" qualifier in Table 2. The MDL is the
minimum concentration of a substance that can be measured and reported by a laboratory
with 99% confidence that the constituent concentration is greater than zero.
• Estimated or "J" Qualified: A "Y' qualifier is used by the laboratory for parameters that are
detected at estimated concentrations greater than the MDL but less than the laboratory's
method reporting limit (MRL). The MRL is the minimum concentration of a target analyte that
can be accurately determined by the referenced method.
• "CCVL" Qualified: A "CCVL" qualifier is used by the laboratory for parameters that are less
than control limits but within method parameters. These results are reported but considered
estimated.
• Groundwater Quality Standards: 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 02L .0202. Detected
concentrations of analytes in groundwater with no established 2L standard were compared to
the interim maximum allowable concentrations (IMAC) for Class GA and GSA groundwater (in
accordance with 15A NCAC 02L .0202). For the purposes of this report, groundwater
standards were taken from the October 15, 2018 list published by the North Carolina SWS
(DEQ 2018).
• 2B Standard: Detections of analytes in surface water samples were compared to the surface
water quality standards described in 15A NCAC 02B (213 standards). Hardness -dependent
2B surface water standards were calculated using the average analyzed hardness value
(calculated from the upstream and downstream surface water sampling location results) via
the most stringent hardness -dependent metal calculation.
Table 2 summarizes the field parameter results and laboratory analytical results for detected
constituents. The following discussion outlines constituents detected at concentrations that
exceeded their respective groundwater quality standards or 2B standards.
Fall 2020 Semiannual
Water Quality Monitoring Report 5 December 2020

3.1 Groundwater
The following sections summarize the results of field parameter and laboratory analyses of
groundwater samples collected on October 6 and 7, 2020.
3. 7.1 Field Parameters
The pH reading obtained from monitoring well MW-01 OLD (6.20 standard units [SU]) was less than
the range for pH (6.5 to 8.5 SU) specified in the 2L standard (Table 2). The pH readings obtained from
monitoring wells MW-02 OLD, MW-03 OLD, MW-04 OLD, and BG-SPRING OLD (6.61 to 6.89 SU)
were within the 2L standard.
Turbidity in the monitoring wells ranged from 5.21 NTU in monitoring well MW-03 OLD to 23 NTU in
BG SPRING OLD. Measured DO values ranged from 0.99 milligrams per liter (mg/L) in MW-01 OLD to
5.37 mg/L in MW-02 OLD. SC values ranged from 180 microsiemens per centimeter (pS/cm) in BG
SPRING OLD to 983 pS/cm in MW-03 OLD. ORP values in the monitoring wells ranged
from -99.5 millivolts (mV) in MW-03 OLD to 149.6 mV in MW-02 OLD (Table 2). These parameters do
not have established groundwater quality standards. The measured concentrations of field
parameters are generally consistent with historical concentrations.
3.1.2 RCRA Metals
Five metals (arsenic, barium, cadmium, chromium, and lead) were detected in groundwater samples
collected from one or more monitoring wells (Table 2). Only one of these metals, barium, was
detected at concentrations that exceeded its associated groundwater protection standard of
700 micrograms per liter (pg/L). These exceedances occurred in the samples collected from MW-03
OLD (790 pg/L) and MW-04 OLD (750 pg/L). These findings are consistent with recent historical data:
in spring 2020, barium exceedances were reported in MW-03 OLD and MW-04 OLD, as well as an
exceedance of chromium in BG SPRING OLD.
Samples collected from BG SPRING OLD and MW-04 OLD were analyzed for laboratory -filtered
metals due to turbidity readings of greater than 10 NTU. In the samples collected and analyzed for
dissolved metals, only barium was detected at concentrations that exceeded the associated MDLs
with concentration very similar to total barium in both locations.
3.1.3 Appendix 1 VOCs and 1,4-Dioxane
Twelve VOCs (1,1-dichloroethane; 1,2-dichlorobenzene; cis-1,2-dichloroethene; trans-1,2-
dichloroethene; 1,4-dichlorobenzene; 1,4-dioxane; acetone; benzene; chlorobenzene; chloroethane;
tetra hyd rofuran; and vinyl chloride) were detected in groundwater samples collected from one or
more of the monitoring wells (Table 2). Of the detected compounds, two (1,4-dioxane and vinyl
chloride) were detected at concentrations that exceeded the associated groundwater quality
Fall 2020 Semiannual
Water Quality Monitoring Report 6 December 2020

standard. Both of these exceedances occurred in a single monitoring well, MW-01 OLD. 1,4-Dioxane
was detected at 7 pg/L, which exceeded its 2L standard of 3 pg/L, and vinyl chloride was detected at
0.91 pg/L, which exceeded its 2L standard of 0.03 pg/L.
The VOC detections are generally consistent with recent historical data. During the spring 2020
sampling event, vinyl chloride was also reported in MW-01 OLD at an estimated concentration
(0.41 pg/L) that exceeds its 2L standard. 1,4-Dioxane was detected in MW-01 OLD, but at a
concentration (2.6 pg/L) less than the associated 2L standard. Benzene, detected in spring 2020 at
2 pg/L in exceedance of its 2L standard (1 pg/L) in MW-03 OLD, was detected at 0.78 pg/L in the well
during the current sampling event (Anchor QEA 2020).
3.2 Surface Water
The following sections summarize the results of laboratory and field parameter analyses of surface
water samples SW-01 OLD and SW-02 OLD.
3.2. 7 Field Parameters
The pH readings collected from SW-01 OLD and SW-02 OLD were 7.93 and 8.42 SU, respectively. The
readings were within the 2B standard range established at 6 to 9 SU. The turbidity readings collected
from SW-01 OLD and SW-02 OLD were 9.26 and 9.80 NTU, respectively. The readings were within the
2B standard established of less than 50 NTU. The DO readings collected from SW-01 OLD and SW-02
OLD were 9.94 and 11.74 mg/L, respectively. The values are within the 2B standard for Class C waters
(greater than or equal to 5 mg/L). The SC measurements in SW-01 OLD and SW-02 OLD were
recorded at 195.9 and 177.1 pS/cm, respectively. The ORP values for these samples were recorded at
84.9 and 72.9 mV (Table 2). These parameters do not have established surface water quality
standards.
3.2.2 RCRA Metals
Four metals (arsenic, barium, chromium, and lead) were detected in the surface water samples. There
were no detections that exceeded 2B standards in either of the surface water samples.
3.2.3 Appendix 1 VOCs and 1,4-Dioxane
No VOCs were detected in either of the surface water samples.
3.3 Site Hydrogeology
Groundwater levels were measured in the four monitoring wells, MW-01 OLD, MW-02 OLD,
MW-03 OLD, and MW-04 OLD, at the Closed Landfill at depths of 5.95, 7.4, 41.7, and 42.7 feet below
the top of the well casing (TOC), respectively (Appendix A).
Fall 2020 Semiannual
Water Quality Monitoring Report 7 December 2020

The spatial distributions and screened intervals of the monitoring wells at the Closed Landfill prohibit
an accurate calculation of groundwater flow direction. However, within the upper saturated zone, the
shallow groundwater is interpreted to generally mimic topography, flowing primarily southward
toward Profitt Branch. The Closed Landfill is situated on the southwest side of a knoll with an
elevation of approximately 2,100 feet above mean sea level and slopes downward toward
Profitt Branch.
Fall 2020 Semiannual
Water Quality Monitoring Report 8 December 2020

4 Summary
Anchor QEA completed the second semiannual water quality monitoring event of 2020 at the
Closed Landfill on October 6 and 7, 2020. Table 1 summarizes the sampling and analyses that were
performed. Table 2, the field sampling logs (Appendix A), and the Waypoint Reports of Laboratory
Analysis (Appendix B) provide detailed analytical results and field data related to groundwater and
surface water quality at the Closed Landfill. The following bullets summarize the results of the
sampling event:
• The detected concentration of barium exceeded its 2L standard of 700 pg/L in the samples
collected from two of the monitoring wells, MW-03 OLD (790 pg/L) and MW-04 OLD
(750 pg/L).
• Two VOCs, 1,4-dioxane (7 pg/L) and vinyl chloride (0.91 J pg/L) were detected in the samples
collected from MW-03 OLD at concentrations exceeding the associated groundwater quality
standards (2L standards).
• In the surface water samples, no metals were detected at concentrations that exceeded the
associated 2B standards. No VOCs were detected in the surface water samples.
• The measured depths to groundwater in the upper saturated zone within the topographic
drainages at the landfill ranged from 5.95 to 7.4 feet below TOC. The groundwater depths in
the bedrock monitoring wells at top of the ridge ranged from 41.7 to 42.7 feet TOC. The
shallow groundwater is interpreted to generally mimic topography, flowing primarily
southward toward Profitt Branch.
4.1 Future Activities
Anchor QEA will continue to measure field parameters and collect water quality samples from
groundwater and surface water monitoring points associated with the Closed Landfill. Water quality
samples will be submitted to a North Carolina -certified laboratory for analysis of RCRA metals and
Appendix I VOCs, including 1,4-dioxane, on a semiannual basis. The next sampling event is scheduled
for March 2021.
Fall 2020 Semiannual
Water Quality Monitoring Report 9 December 2020

5 References
Anchor QEA (Anchor QEA of North Carolina, PLLC). 2020. Spring 2020 Semiannual Water Quality
Monitoring Report, June.
DEQ (North Carolina Department of Environmental Quality), 2018. "Groundwater Protection
Compliance Standards — Constituents List". Last modified October 15, 2018. Available at:
https://edocs.deq.nc.gov/WasteM a nag ement/0/edoc/1257181/SWS EnviroMonitoring Const
ituents List.pdf?searchid=13f8efbl-eel 1-485a-b03f-718f2287b271
DEQ, 2020. Memorandum Re: New Electronic Data Deliverable (EDD) Format, July 20, 2020.
EPA SESD (U.S. Environmental Protection Agency Science and Ecosystem Support Division), 2017.
Operating Procedure: Groundwater Sampling. April 26, 2017.
Puls, R.W., and M.J. Barcelona, 1996. Low -Flow (Minimal Drawdown) Ground -Water Sampling
Procedures. Prepared for the U.S. Environmental Protection Agency, Office of Solid Waste and
Emergency Response. EPA/540/5-95/504. April 1996.
Fall 2020 Semiannual
Water Quality Monitoring Report 10 December 2020

Tables

Table 1
Summary of Laboratory Analyses Performed on Samples
Groundwater Samples
Facility Permit
Well ID
Collect Date
Sample ID
Appendix I VOCs
1,4-Dioxane
RCRA Metals
EPA 8260B
EPA 8260B SIM
EPA 6020B
EPA 7470A
58-02
MW-01 OLD
10/06/2020
MW-01 OLD-20201006
X
X
X
58-02
MW-02 OLD
10/06/2020
MW-02 OLD-20201006
X
X
X
58-02
MW-03 OLD
10/06/2020
MW-03 OLD-20201006
X
X
X
58-02
MW-04 OLD
10/06/2020
MW-04 OLD-20201006
X
X
X1
58-02
BG SPRING OLD
10/07/2020
BG SPRING OLD-20201007
X
X
X1
Surface Water Samples
Facility Permit
Location ID
Collect Date
Sample ID
Appendix I VOCs
1,4-Dioxane
RCRA Metals
Total Hardness
EPA 8260B
EPA 8260B SIM
EPA 6020B
EPA 7470A
EPA SM 2340C
58-02
SW-01 OLD
10/07/2020
SW-01 OLD-20201007
X
X
X
X
58-02
SW-02 OLD
10/07/2020
SW-02 OLD-20201007
X
X
X
X
Quality Control Samples
Facility Permit
ID
Collect Date
Sample ID
Appendix I VOCs
EPA 8260B
58-02
TRIP BLANK
10/07/2020
TB-202010070000
X
Notes:
Analyses include Appendix I constituents per the Code of Federal Regulations (40 CFR Part 258).
A sample could not be collected from the Edwards's residence domestic water supply sample, DW-01 OLD, during this sampling event.
In addition to this "totals" metal analysis, the laboratory was requested to filter the associated sample, run the metals analysis, and report the dissolved metal concentrations
EPA: U.S. Environmental Protection Agency
RCRA: Resource Conservation and Recovery Act
SM: standard method
SIM: selective ion monitoring
VOC: volatile organic compound
Fall 2020 Semiannual Water Quality Monitoring Report Page 1 of 1
Madison County Closed Municipal Solid Waste Landfill, Permit Number 58-02 December 2020

Table 2
Summary of Detected Constituents
Location ID
Sample ID
Sample Date
Sample Type
Matrix
NC2L
Method NC21- IMAC NC2B
Groundwater Samples
Surface Water Samples
QC Sample
BG SPRING OLD
MW-01 OLD
MW-02 OLD
MW-03 OLD
MW-04 OLD
SW-01 OLD
SW-02 OLD
Field QC
BG SPRING OLD-
20201007
MW-01 OLD-
20201006
MW-02 OLD-
20201006
MW-03 OLD-
20201006
MW-04 OLD-
20201006
SW-01 OLD-
20201007
SW-02 OLD -
20201007
TB-202010070000
10/7/2020
10/6/2020
10/6/2020
10/6/2020
10/6/2020
10/7/2020
10/7/2020
10/7/2020
N
N
N
N
N
N
N
TB
WG
WG
WG
WG
WG
WS
WS
WQ
Field Parameters
Water Level Depth (feet TOC)
Field Measure
8.94
5.95
7.40
41.70
42.70
--
--
Temperature (°C)
Field Measure
16.2
16.1
20.9
16.1
24.3
12.6
12.4
--
Dissolved oxygen (mg/L)
Field Measure
>_5.0
2.44
0.99
5.37
1.55
1.59
9.94
11.74
--
ORP (mV)
Field Measure
41.3
-41.8
149.6
-99.5
34.6
84.9
72.9
--
Turbidity (NTU)
Field Measure
<50
23.0
8.57
5.39
5.21
13.2
9.26
9.80
pH (SU)
Field Measure
6.5-8.5
6.0-9.0
6.67
6.20
6.61
6.89
6.83
7.93
8.42
Specific Conductivity ([is/cm)
Field Measure
180
908
233
983
876
195.9
177.1
--
Other
Hardness as CaCO3 SM2340C -- -- -- -- -- 56 54
--
Metals, Total (Ng/L)
Arsenic SW6020
10
10
0.17 U
0.71 J
0.17 U
0.17 U
0.21 J
0.23 J
0.17 U
--
Barium SW6020
700
21000
130
490
57
790
750
83
42
--
Cadmium SW6020
2
* 0.27
0.16 U
0.16 U
0.16 U
0.16 U
0.27 J
0.16 U
0.16 U
--
Chromium SW6020
10
*45.42
1.0 J
0.79 U
0.79 U
0.79 U
2.2
1.4 J
0.79 U
--
Lead SW6020
15
* 1.30
0.30 J
0.26 U
0.26 U
0.26 U
1.5
0.85 J
0.26 U
--
Metals, Dissolved (Ng/L)
Barium SW6020 21000 130 -- -- -- 650 -- --
--
Volatile Organics (Ng/L)
1,1-Dichloroethane SW8260
6
100
0.083 U
0.79
0.67
0.32 J
0.083 U
0.083 U
0.083 U
0.083 U
1,2-Dichlorobenzene SW8260
20
0.076 U
0.7
0.076 U
0.83
0.34 J
0.076 U
0.076 U
0.076 U
1,2-Dichloroethene, cis- SW8260
70
720
0.056 U
2.9
0.056 U
1.8
0.33 J
0.056 U
0.056 U
0.056 U
1,2-Dichloroethene, trans- SW8260
100
4000
0.094 U
0.33 J
0.094 U
0.094 U
0.094 U
0.094 U
0.094 U
0.094 U
1,4-Dichlorobenzene SW8260
6
1 56
0.050 U
5.6
0.050 U
4.2
1.6
0.050 U
0.050 U
0.050 U
1,4-Dioxane SW8260
3
0.14 U
7
0.14 U
0.14 U
0.14 U
0.14 U
0.14 U
--
Acetone SW8260
6000
2000
0.31 U
0.31 U
2.0 J
0.66 J
2.0 J
0.31 U
0.31 U
1.9 J
Benzene SW8260
1
51
0.048 U
0.85
0.048 U
0.78
0.28 J
0.048 U
0.048 U
0.048 U
Chlorobenzene SW8260
50
140
0.062 U
4.1
0.062 U
5.7
3.6
0.062 U
0.062 U
0.062 U
Chloroethane SW8260
3000
0.22 U
0.22 U
0.22 U
0.81
0.64
0.22 U
0.22 U
0.22 U
Ethylbenzene SW8260
600
97
0.061 U
0.061 U
0.061 U
0.21 J
0.061 U
0.061 U
0.061 U
0.061 U
m,p-X lene SW8260
500
550
0.12 U
0.12 U
0.39 J
0.12 U
0.36 J
0.12 U
0.12 U
0.12 U
o-Xylene SW8260
500
400
0.044 U
0.044 U
0.044 U
0.044 U
0.22 J
0.044 U
0.044 U
0.044 U
Tetrahydrofuran SW8260
1.1 U
1.1 U
1.1 U
1.1 U
1.9 J
1.1 U
1.1 U
1.1 U
Toluene SW8260
600
0.36
0.044 U
0.044 U
0.044 U
0.044 U
0.23 J
0.044 U
0.044 U
0.044 U
Total Xylene SW8260
0.15 U
0.15 U
0.39 J
0.15 U
0.58 J
0.15 U
0.15 U
0.15 U
Trichloroethene (TCE) SW8260
3
30
0.078 U
0.27 J
0.078 U
0.43 J
0.078 U
0.078 U
0.078 U
0.078 U
Vinyl chloride SW8260
0.03
2.4
0.097 U
0.91
0.097 U
0.097 U
0.097 U
0.097 U
0.097 U
0.097 U
Fall 2020 Semiannual Water Quality Monitoring Report Page 1 of 2
Madison County Closed Municipal Solid Waste Landfill, Permit Number 58-02 December 2020

Table 2
Summary of Detected Constituents
Notes:
Detected concentration is greater than NC2L (2013) or IMAC (2013) screening level
Detected concentration is greater than NC213 screening level
Bold: Detected result
Italicized: Non -detected concentration is above one or more identified screening levels
*: NC213 surface water standard calculated using average analyzed hardness value (calculated from the upstream and downstream sampling location results) via the most stringent hardness -dependent metal calculation, per North Carolina Administrative Code, Title 15A:
Department of Environmental Quality, Subchapter 2B - Surface Water and Wetland Standards (last amended September 2017).
µg/L: micrograms per liter
NC2B: surface water standard per North Carolina Administrative Code, Title 15A: Department of Environmental Quality, Subchapter 2B — Surface Water and Wetland Standards (last amended in September 2017), or the standard obtained from the EPA Nationally Recommended
Water Quality Criteria for Aquatic Life and Human Health.
NC2L: Subchapter 2L — Groundwater Classifications and Standards, Department of Environmental Quality (Amended April 1, 2013). Groundwater standard from North Carolina Administrative Code, Title 15A.
All nondetect results are reported at the method detection limit.
Appendix I: indicates volatile organic compounds and metals per 40 Code of Federal Regulations Part 258
Horizontal coordinate datum is NAD 1983 State Plane North Carolina FIPS 3200 (U.S. Survey Feet).
°C: degrees Celsius
µg/LL micrograms per liter
µs/cm: microsiemens per centimeter
CCVL: laboratory qualfier used to indicate results that are below control limits but within method parameters. These results are reported but considered estimated.
CaCO3: calcium carbonate
IMAC: Interim Maximum Allowable Concentration. IMAC concentrations are listed in Appendix #1 of the 2L.
J: laboratory qualifier used to indicate a detection at estimated concentrations greater than the minimum detection limit (MDL) but less than the laboratory's method reporting limit (MRL)
mg/L: milligrams per liter
mV: millivolts
N: normal environmental sample
NTU: nephelometric turbidity unit
ORP: oxidation-reduction potential
SU: standard unit
TB: Trip Blank
TOC: top of casing
U: Compound analyzed for, but not detected above detection limit
WG: groundwater
WS: surface water
WQ: water quality
Fall 2020 Semiannual Water Quality Monitoring Report Page 2 of 2
Madison County Closed Municipal Solid Waste Landfill, Permit Number 58-02 December 2020

Figures

t• ': � �� � woe :.�\ � � o -
LEGEND: SOURCES:
Basemap: USGS 1:24,000 Scale Topo Maps, "000
Landfill Parcel Marshall Quadrangle, 1990
Parcels: Madison County GIS Feet
Publish Date: 2020/11/02, 1:55 PM I User: alesueur
Filepath:\\orcas\gis\Jobs\MadisonCounty_NC_1500\Maps\2020\FallWaterQuality\AQ_F01_SiteLocationMap_ClosedLF_FaIIWQ2020.mxd
kzANCHOR Figure 1
QEA-- Site Location Map
Anchor QEA of North Carolina, PLLC
Fall 2020 Semiannual Water Quality Report
Madison County Closed Municipal Solid Waste Landfill, Permit No. 58-02

w IF
a '< ties
g
�
MW-03 OLD
LEGEND:
NOTE:
Monitoring well and surface water samples are
Monitoring Well Location
0 Landfill Parcel Boundary
approximate.
0
Elevation Contours
Residential Well Location
(10-Foot Interval)
SOURCES:
(Not Sampled in Spring 2020
Basemap: NC OneMap 2018
because Owner Could Not
— Roads
Contours and Roads: NCDOT
0 400
be Contacted)
— Streams
Streams: NC OneMap
Parcel Boundary: Madison County GIS
- Surface Water Sample Location
Feet
Publish Date: 2020/11/02, 2:03 PM I User: alesueur
Filepath:\\orcas\gis\Jobs\MadisonCounty_NC_1500\Maps\2020\FallWaterQuality\AQ_F02_SampleLocationMap_ClosedLF_Fal IWQ2020.mxd
ANCHOR
Figure 2
QEA�`�.;"
Anchor QEA of North Carolina, PLLC
Sample Location Map
Fall 2020 Semiannual Water Quality Report
Madison County Closed Municipal Solid Waste Landfill, Permit No. 58-02

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

ANCHOR
QEA
. , A Sampling Log
b6W Flow
Date: b ✓f Well Name: MW-01 OLD
Project Name: Madison County Landfill - Closed
Project Number. of Goo
-ii)l `► Weather:
�jA-1*,bs
Sampling Personnel:
Sample Time:
�
- 1 940
Well Information:
Well Depth in Feet (WD):
20.8
Well Diameter: 2"
Water Level in Feet (WL):
Type of Casing: PVC
Length of Water Column:
feet 40
Screen Interval: --
(WD) - (WL) = (LWC)
Flush Mount ick-Up
One Casing Volume:
gallons 1
1
Comments:
(LWC) x (WCV
r
i®_- V WW
- Three Casin umes:
gallonsP '
Tagged
bottom 5 r'I
Actual Volume Purged:
a I ar
gallons i via^'
at _ .�
Well Casing Volumes (WCV)
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".7_�.6-Gn17Ff " =
5.8 Gal/Ft
Purge Method:
'sp.
Bailer -Teflon Dedicated Pump Whale Pump Grundfos
Bailer -Teflon Dedicated Pump Whale Pump Grundfos
ner:
Cher:
xi ion
Sample Method:
' r-Di
rwM5Ws
Temp Dissolved Specific Cond. pH (S.U.)
Reduction Turbidity
.
Reading
Time
ed
(°C) Oxygen (mg/L) (NS/cm) report to 0.1 S.U.
Potential (m1) (NTU)
Comments
1
CG
I Ito
S
3
•
i
iT l
4
y
a`7
,
o
5
I
�E
e�//-
y
Q-�i1
Stc?-
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: f Vegetation: J J Access: /
—piing Personnel Signature:
M-M
Date: Vo k i I N
r
well information and sampling data has been verified
well was tagged after sampling was complete
� ti3.5 L

ANCHOR
Lv QEA
Low -Flow Sampling Log
Date: Well Name: MW-02 OLD
Project Name: Madison County Landfill - Closed Project Number: l_(d 5 00 —O O
Location: Marshall, NC
Personnel:` Weather:
Well Information:
Screen Interval: d11.L1`(/Iggluys/� bgs Arrive at Well: 11
Depth to Water:ALE toc Start Time: (�
Well Diameter: 2 in Sample Time:
Pump Intake:,,3$ ^'f®f(k- toc Finish Sample Time: 112mo
Drawdown Set: i0 j toc Leave Well:
Pump Used (circle): Bladder Peristaltic Other (description):
Comments: Purge Rate:
Tagged bottom at: R�� j(� Total Purge Volume:
Pump Speed:
-`I-LW VKt'rnQ,1n
--
�p
Time
DTW
(feet)
Temp
CC)
DO
(mg/L)
Specific Cond.
(PS)
pH (S.U.)
report to 1.
ORP
(mv)
Turbidity
(NTU)
Comments
I�
i
l
✓,
-F?r
/0.
te S!
``tl 1
`.
jas
(�y
W
xry
V J
Y
0
N5
to..
r .(,
Time between recharge during sample collection:
Sampling Personnel Signature:
Date:
Notes:
Stabilization
3 successive readings, 3 minutes apart:� y� 'j`'�JV,p/
within +/- 70% DO and turbidity,, +/- 3% Conductivity; +/- 0.7 PH unit; +/- 10 mV for ORP 1 • •t P \ � `
from EPA - Low -Flow (Minimal Drawdown) 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 1�
well was tagged after sampling was complete

ANCHOR
QEA u
Low -Flow Sampling Log
Date: tot V7 v Well Name: MW-03 OLD
Project Name: Madison County Landfill - Closed Project Number:
Location: Marshall, NC
Personnel: ��t[� Weather:Lh S
Well Information:
Screen Interval: 4449 bgs Arrive at Well:I 4M
Depth to Water: qt.:" toc Start Time: I q t g-
Well Diameter: 2 in Sample Time: t I?'(p
Pump Intake: 45 toc Finish Sample Time: (4'?Q
Drawdown Set: '� toc Leave Well: 14 S e
Pump Used (circle): Peristaltic Bladder Other (description):
Comments: Ns1 Purge Rate: `j,��j M
Tagged bottom at: , J � �* j7jr{� Total Purge Volume:
Pump Speed: drys
Time
DTW
(feet)
Temp
VQ
DO
(mg/L)
Specific Cond.
OAS)
pH (S.U.)
report to 0.7.
ORP
Turbidity
(NTU)
Corpments
�a(mv)
t
Time between recharge during sample collection:
Sampling Personnel Signature:
Date: toW
n
Notes: V
Stabilization
3 successive readings, 3 minutes apart:
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
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'
Low -Flow Sampling Log Date: t0i (01.3v Well Name: MW-04 OLD
Project Name: Madison County Landfill - Closed Project Number: C6115 60 - 0l' -01
Location: Marshall, NC
Personnel:�� �� Weather: 7WL S
Well Information:
Screen Interval: 70-90 bgs Arrive at Well:
Depth to Water: Pao toc Start Time: L3 31�
Well Diameter: 2 in Sample Time: I ! LOI
Pump Intake: 80 toc Finish Sample Ti e { 95 !�
Drawdown Set: LISA.61toc Leave Well:—e
Pump Used (circle): Peristaltic Bladder Other (description):
Comments: Purge Rate: (,�d k%A Jf%AAh
Tagged bottom at:Lq�), 04; :{ PY Total Purge Volume:
Pump Speed: (cam [ij$ I
Time
DTW
(feet)
Temp
VQ
DO
(mg/L)
Specific Cond.
(PS)
pH (S.U.) ORP
report to 0.7. (m1)
Turbidity
(NTU)
Comments
3�U11
0
_aalt
>C70
it, A
0411
�S_^ .
•�Y�
do
0/+�,
5
(�Jiu.�y j�
—\ -00
• V
(/ems
G. �S
'Z6
r
r�
/(��q
V(i.d 1
3 i
� 3.50
70 69
3,W2
r
-
43
It4
g
1sLf i
Time between recharge during sample collection:
Sampling Personnel Signature:
Date: �v c.,
— r
Notes:
Stabilization
3 successive readings, 3 minutes apart:
within +/- 70% DO and turbidity,, +/- 3% Conductivity; +/- 0.7 pH unit; +/- 70 mV for ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 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 w

ANCHOR
.-� QEA
vwell Sampling Log
Date: (VJ—f) -?r^ Well Name: BG-SPRING OLD
Project Name: Madison County Landfill - Closed
Project Number. lot ;00—t)ixi
_ Weather: b 05
Sampling Personnel:
Sample Time:
Well Information:
Well Depth in Feet (WD): 14.3
Well Diameter: 2"
Water Level in Feet (WL): L1it
Type of Casing: PVC
Length of Water Column: S. _
feet
Screen Interval: -
(WD) - (WL) = (LWC)
Flush Mount Stick-U
One Casing Volume:
gallons
Comments: �ylciLle— yKia j 1W vI10W
(LWC) x (WCV)
Three Casing Volumes:
gallons
Tagged q a
bottom �"[ Q_•
0;
Actual Volume Purged: �. �. ,
gallons
at: t J�
--• •- _
Well Casing Volumes (WCV)
1" = 0.041 GaVFt
2" = 0.17 Gal 3" = 0.3B
Gal/Ft 4" = 0-66 Gal/Ft 6" = 1-5 Gal/Ft 8" _ 16 Gai/Ft 12" =
5.8 Gal/Ft JI
Purge Method: Baller-Disp-
Bailer -Teflon Dedicated Pump Whale Pump Grundfos Other.
Sample Method: Bailer-Dis
Bailer -Teflon Dedicated Pump Whale Pump Grundfos Other:
Oxidation
Temp
Dissolved
Specific Cond. pH (S.U.) Reduction Turbidity
IGallons
Reading
Time
Purged
(r°C)
Ox..y.r7ge%ni (mg/L)
(NS/cm) report to 0.1 S.U. Potential (m1) (NTU)
Comments
3
.
4
ti
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
mV: millivolt F.+
NTU: nephelometric turbidity units
S.U.: Standard Units
Protective Casing: OE Pad: 4W Lock: Vegetation: Access:
�a(npling Personnel Signature: ` � If/ /1 Date: (O
I initial if well information and sampling data has been verified 4
well was tagged after sampling was complete

ANCHOR
surface Water Sampling Log
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Project Name: Madison County Landfill - Closed
Project Number. (G 6DsIDIA
Sampling Personnel:�.•�}
Sample Name: SW-01 OLD
Comments: S �y� y+r
Date:
Weather:
I
(_ O i Ck-LWsjygaw . Of 1-40'yed'
-
Sample Method:
Grab
Syringe Pump
Bailer-Disp.
Other:
Time Temp (°C)
Dissolved
Oxygen (mg/L)
Specific Cond. pH (S.U.)
(PS/cm) report to 0.1 S.U.
Oxidation
Reduction
Potential (m1)
Turbidity
(NTU)
Comments
)013
Sampling Container
Number of Containers
Requested Analysis
300 mL Plastic
250 mL Plastic
wZAv�
�5
125 mL Plastic
IF
40 mL Glass
1 L Glass
Other
Vegetation: �- Lhato
Sampling Personnel Signature:
Notes:
Samples are analyzed immediately up.W
°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: t)
Date: Q ll
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
nE A
`urface Water Sampling Log
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Project Name: Madison County Landfill - Closed
Project Number. pd n� . U
Sampling Personnel: W
Sample Name: SW-02 OLD
Comments:miA&tc
Date: (N�/
Weather: !"
los
-1
�'
Sample Method:
Grab
Syringe Pump
Bailer-Disp. Other.
Time Temp (°C)
Dissolved
Oxygen (mg/L)
Specific Cond.
(PS/cm)
pH (S.U.)
report to 0.15.U.
Oxidation
Reduction
Potential (m1)
Turbidity
(NTU)
Comments
Sampling Container
Number of Containers
Requested Analysis
.00 mL Plastic
250 mL Plastic,AC�1r/lX
125 mL Plastic
40 mL Glass
`L C UU0 s t—&
��ff//V
1 L Glass
Other
Vegetation: a V y r I -
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: S-d?p )0ArK'---
Date: to l �r I N
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
�.� t'11C A v
bi�:�'1 �..irLi
.urface Water Sampling Log
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Project Name:
Project Number.
Sampling Personnel:
Sample Name:
Comments:
Madison County Landfill - Closed
6/D 1—
, 4: )r_Yrh�e7-? -1,0 1 r
DW-01 OLD
kAJOU— -H CJ`Q.t4u
Date:
Weather:
Sample Method:
Grab
Syringe Pump
Bailer-Disp. Other.
Time
Temp (°C)
Dissolved
Oxygen (mg/L)
Specific Cond. pH (S.U.)
(PS/cm) report to 0.1 S.U.
Oxidation
Reduction
Potential (mV)
Turb' '
TU)
Comments
Sampling Container
Number of Containers
i Requested Analysis
,00 mL Plastic
r
250 mL Plastic
125 mL Plastic
40 mL Glass
1 L Glass
Other
Vegetation:
Access:
Sampling Personnel Signature: Date:
Notes: Method Reference:
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
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
"Z QEA
Equipment Documentation and Instrument Calibration Data Sheet
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
CALIBRATION DOCUMENTATION
Project Name: Madison County Operating Landfill Person Conducting Calibration:
Project Number: ��I�DU� h(. 1 Date of Calibration: ,J� it) `-
Project Location: Marshall, NC _ Date of Field Measurements: 1ZE)
EQUIPMENT DOCUMENTATION
Rental sample analysis equipment or meters used to take measurements:
Equipment T pe Brand Serial Number Date of Use Rental Company
Select Turbidimeter: Hach 2100Q (s/n 151006045207)
HF Scientific MicroTPW (s/n 200601045)
Instrument Reading
Instrument Reading
(Hach 2100Q)
(HF Scientific MicroTPW)
10 NTU
20 NTU
100 NTU
800 NTU
1,000 NTU
10.0 NTU
0.02 NTU
Calibration Expiration
j (
i( Z1
(i 'ZI--
Date:
Cal: `c -•
f /I
Cal: j
Cal:
Cal--`
Cal:
Cal:
Time:GiG
/ r
L TimeV� 7
C�Q
Time:?
C.So
Time:
Time: _
Time:
Calibration
*Pre -Analysis
Meat:
�t
Time,
�
*Pre -Analysis
Meas:
Timms
Verification:
Check (10 NTU):
u /
Check (10 NTU):
*Post -Analysis
Meas:
Time:
*Post -Analysis
Meas:
Time: -
Check 00 NTU):
Check (10 NTU):
YSI Professional Plus Multiparameter Meter (s/n 18B101802)
Instrument Readings
Calibration Lot No.
& Expiration Date
Dissolved Oxygen
Ini$�'al:
i `% 7-
Cal:
1 o0i Q
1
mmHg:
766,57
Temperature (°C):
a D1
Time:
g3�r. it
H 7 S.U.
In' r�
pHmV:
P
Cal
4,0o
pHmV:
p
Ti e: p
Z�
report to 0.7 S.U.
V Cr
p
PH 4 S.U.
Initial:
4, 1
pHmV:
Cal•, /)
0
pHmV:
Time:
L I
i
F/z
report to 0.1 S.U.
i V
O
pH 10 S.U.
In' i iy'�I f'�
1V 1T
pHmV:
Cal- 0 „^
00
pHmV:
Ti g:�
report to 0.1 S.U.
1
,
QC* pH 7 S.U. report
A Time:
1 " Z
Meas•% �/ �/
Mid Day Time:
Check:
PM Time:
Check:
to 0.7 S.U.
Spec. Cond.
100a
Initial:
`7y�f
Cal:
i00U
Time:
$1`f
3z1
/cm
QC*:
(000
AM Time:
Meas:
Mid Day Time:
Check:
PM Time:
Check:
h
-
iiioLf
ps/cm
% Recovery=
ORP 2-0d Q mV
Initi�l �
1
Cal: (
Z � (1
Temperature (°C):
ff cc==((�1�
'Time; ,
5'r(µ0/
G
i
Signature: Date: 10
L -
Notes:
Revision 3, 04/30/20, MHF
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 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.
5. * QC check must be performed prior to sampling and following completion of sampling, at a minimum.
6. % Recovery = (Value Obtained, pS/cm + True Value, pS/cm) x 100
Method Reference: Temp: SM 2550 B-2070 I Conductivity. EPA Method 720.7 1 DO: SM 4500 0 G-2017 I pH: SM 4500-H+B-2011 I Turbidity: SM 2730 B-2017
Page 1 of 1

ANCHOR
QEA
Equipment Documentation and Instrument Calibration Data Sheet
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
CALIBRATION DOCUMENTATION
Project Name: Madison County Closed Landfill Person Conducting Calibration:
Project Number: Lb ��jU)—pL of Date of Calibration:
Project Location: Marshall, NC Date of Field Measurements:
EQUIPMENT DOCUMENTATION
Rental sample analysis equipment or meters used to take measurements:
Hach 2100Q (s/n 151006045207)
HF Scientific MicroTPW (s/n 200601045)
Instrument Reading
Instrument Reading
(Hach 2100Q)
(HF Scientific MicroTPW)
10 NTU
20 NTU
100 NTU
800 NTU
1,000 NTU
10.0 NTU
0.02 NTU
Calibration Expiration
Date:
Cal:
y
Cal: Lit 9
Cal: -
Cal:
Cal:
Cal:
Time: flg `
1
Time:
Time:®
Time:
Time:
Time:
Calibration
*Pre -Analysis
Meas,
Time:
'Pre -Analysis
Meas:
Time:
Verification:
Check (10 NTU):
i t
Check (10 NTU):
*Post -Analysis
Meas:g�
Time:_
)�,..
*Post -Analysis
Meas:
Time:
Check (10 NTU):
U
Check (10 NTU):
YSI Professional Plus Multiparameter Meter (s/n 1813101802)
Instrument Readings
Calibration Lot No.
St Expiration Date
Dissolved Oxygen
Initial:
� j /) r � , .
lVim/
Cal:
�,"I, O a� C
mmHg:
Temperaturerc): 1
Time:
!
PH 7 S.U.
Initial:
pHmV:
Cal:
pHmV:
Time:¢D
0 y�
report to 0.1 S.U.
.�5(�
4 t
PH 4 S.U.
Initial-
pHmV:
Cal: q.0
pHmV:
Time:
fi
report to 0.1 S.U.y
- I
� .
pH 10 S.U.
Initial:r.
`®c
pHmV:
Cal: 16. o
pHmV:
Tim
report to 0.1 S.U.
V.
QC* pH 7 S.U. report
AM Time:
Mess:
Mid Day Time:
Check:
PM Time:
Check:
to 0.7 S.U.
0
6 a
Spec. Cond.
k ()�0
Initial:
Cal,
Time:
�o0
U ?�
QC*:
AM Time:
Meas:
Mid Day Time:
Check:
PM Time:
Check:
y�
a a 1
PS/Cm
t
% Recovery=
ORP�mV
Initial:
e
Cal:��� ,
Temperature (°C):
Time.:ry
w
Signature: Date: lb
Notes: LI/
Revision 3, 04/30/20, MHF
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 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.
5. * QC check must be performed prior to sampling and following completion of sampling, at a minimum.
6. % Recovery = (Value Obtained, pS/cm + True Value, pS/cm) x 100
Method Reference: Temp: SM 2550 B-2070 I Conductivity EPA Method 120.7 1 DO: SM 4500 O G-2077 I pH: SM 4500-H+B-2011 I Turbidity: SM 2730 B-2077
Page 1 of 1

MW-
MV01
Mw-f
Mvt-
-Bcys'
sw®.
SW'(
CHAIN OF CUSTODY RECORD
ONLY
Waypoint-WPAGE
I OF L QUOTE # TO ENSURE PROPER BILLING:
YES NO N/A
clo��Samples
V1/tAroject
INTACT upon arrival?Project
ANALYTICAL
449 Spione7 brook4/529 Road • Charlotte, NC 28217Short
704/529-8364 •Fax: [phone]
Name: t ►' l•
.UST Project: Yes No
y1�"" 1 ( ) (
Hold Anal si�ific
Received IN ICE?
PROPER PRESERVATIVES indicated?Phone
*Please ATTACH an reporting (QC LEVEL 1 II III MT
Received WITHIN HOLDING TIMES?
Client Company Name: I r �C
provisions and/or QC Requirements
CUSTODY SEALS INTACT?
Report To/Contact Na...-. Z MaLloetin
Invoice To: d
VOLATILES rec'd W/OUT HEADSPACE?
Reporting Address: i St
_„s.,
Address:
PROPER CONTAINERS used?
TEMP: Therm ID: Observed °C /Corr. °C
Phone:-913350 Fax (Yes)(No): 4
Purchase Order No./Billing Reference Cd S00--01t)l 'T UZ
TO BE FILLEDIN BY CL�NT/SAMPLING PERSONNEL
Email Address: G_ww_a.Cbf� a�14►�
CdV✓� Requested Due Date ❑ 1 Day ❑ 2 Days ❑ 3 Days ❑ 4 Days ❑ 5 Days
Certification: NC SC
EDD Type: PDF Excel —Other
"Working Days" ❑ 6-9 Days A-efandard 10 days ❑ Rush Work Must Be
_ / r� Pre Approved
Site Location Name: I�dt� li'j�✓,in�h�Ce�� �h"�— Samples received after 15:00 will be processed next business dayp
Turnaround is
Other N/A
��
Site Location Physical Address: 1 v 1Gt.KLr Shy
,W - time based on business days, excluding weekends and holidays.
Water Chlorinated: YES NO
(SEE REVERSE FOR TERMS & CONDITIONS REGARDING SERVICES
RENDERED BY WAYPOINT ANALYTICAL, LLC TO CLIENT)
/
Samples Iced Upon Collection: YES."'NO
NO
TIME
MATRIX SAMPLE CONTAINER
ANA YSIS REQUES D c-
�*'
CLIENT DATE
SAMPLE DESCRIPTION COLLECTED
COLLECTED
MILITARY
(SOIL,
WATER, OR *TYPE
PRESERVA-
TIVES
/f�
REMARKS
ID NO.
HOURS
SLUDGE) SEE BELOW NO. SIZE
a vix'itrxs
r ,90
al ow-742 ICD(o
[D) G, AV
23(o
WA1-fIJO
,07, 0u0-7,cam (00to,1c� Co
14(0
OL17-202v1i30(o
(0
(0 109
'
_%07o
to ;lv
tW 3
i�xx
mC1 0 �- -
t0 T �
b131
207;ID0-J-
i®1 % 7
�'
Ili
Cd� (i'� ,l tic i
llL.
Zvl�-2o2oro
(o
I©00
�
�� g t 3��9
01
-
wQo?-000d
1 7
0xv
4
qw-
C/I
or
Sampler's Signature
Sampled By (Print Name) Affiliation _LAB USE ONLY
Upon relinquishing, fr Is Chain of Custody is your authorization
for Waypoint Analytical to proceed with the analyses as requested above. Any changes must be
Site Arrival Time:
submitted in writing to the Waypoint Analytical Project
Manager. There will be charges for any changes after analyses have been initialized.
Relinquished By: (Signature)
Received By: (Signature) Date Military/Hours Additional Comments: Site Departure Time:
Relinquished By: (Signature)
Received By: (Signature) Date Field Tech Fee:
Relinquished By: (Signature)
Received For Waypoint Analytical By: Date Mileage:
Method of Shipment: NOTE: ALL SAMPLE COOLERS SHOULD BE TAPED SHUT WITH CUSTODY SEALS FOR TRANSPORTATION TO THE LABORATORY. COC Group No.
SAMPLES ARE NOT ACCEPTED AND VERIFIED AGAINST COC UNTIL RECEIVED AT THE LABORATORY.
0 Fed Ex ❑ UPS ❑ Hand -delivered ❑ Waypoint Analytical Field Service ❑ Other_
NPDES: UST: GROUNDWATER: DRINKING WATER: SOLID WASTE: RCRA: BRWNFLD LANDFILL OTHER:
❑NC❑SC ❑NC ❑SC ❑NC ❑SC ❑NC ❑SC ❑NC ❑SC ❑NC ❑SC ❑NC ❑SC ❑NC ❑SC ❑NC ❑SC
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ORIGINAL
*CONTAINER TYPE CODES: A = Amber C = Clear G= Glass P = Plastic; TL = Teflon -Lined Cap VOA = Volatile Organics Analysis (Zero Head Space)

Appendix B
Report of Laboratory Analysis and
Chain -of -Custody Documentation

Way poi nt
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Alec Macbeth
231 Haywood Street
Asheville, NC 28801
NC Certification No. 402
NC Drinking Water Cert No. 37735
SC Certification No. 99012
Project: Madison Closed Landfill
Lab Submittal Date: 10/08/2020
Work Order: 0100081
Case Narrative
11 /23/20 10:05
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.
Please call if you have any questions relating to this analytical report.
Respectfully,
WAYPOINT ANALYTICAL
a,j
Angela D. Overcash
Senior Project Manager
Data Qualifiers Key Reference:
CCVL CCV result is below control limits but within method parameters. A standard at or below the RL was analyzed and
found acceptable. Result is reported but considered estimated.
J Detected but below the Reporting Limit; therefore, result is an estimated concentration (CLP J-Flag).
L Parameter reported with possible low bias. LCS recovery below the QC limit.
M Matrix spike outside of the control limits.
MI Matrix spike outside of the control limits. Matrix interference suspected.
PS Post Spike recovery is outside of the control limits.
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 Waypoint Analytical.
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 35

0Sample
Waypoi nt..
ANALYTICAL
Receipt Summary
11/23/2020
Work Order: 0100081
Client Sample ID
Lab Sample ID
Matrix
Date/Time Sampled
Date/Time Received
MW-01 OLD 20201006
0100081-01
Water
10/06/20
12:36
10/08/20 7:45
MW-02 OLD 20201006
0100081-02
Water
10/06/20
11:46
10/08/20 7:45
MW-03 OLD 20201006
0100081-03
Water
10/06/20
14:26
10/08/20 7:45
MW-04 OLD 20201006
0100081-04
Water
10/06/20
13:43
10/08/20 7:45
BG SPRING OLD 20201007
0100081-05
Water
10/07/20
9:31
10/08/20 7:45
SW-01 OLD 20201007
0100081-06
Water
10/07/20
10:13
10/08/20 7:45
SW-02 OLD 20201007
0100081-07
Water
10/07/20
10:00
10/08/20 7:45
TB-202010070000
0100081-08
Water
10/07/20
0:00
10/08/20 7:45
Samples were received in good condition at 2.1 degrees C unless otherwise noted.
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

Way poi nt
ANALYTICAL
Summary of Detections
11/23/202C
Work Order: 0100081
Prism ID
Client ID
Parameter
Method
Result
Units
0100081-01
MW-01 OLD 20201006
Arsenic
6020B
0.71
J
ug/L
0100081-01
MW-01 OLD 20201006
Barium
6020B
490
ug/L
0100081-01
MW-01 OLD 20201006
1,1-Dichloroethane
8260D
0.79
ug/L
0100081-01
MW-01 OLD 20201006
1,2-Dichlorobenzene
8260D
0.70
ug/L
0100081-01
MW-01 OLD 20201006
1,4-Dichlorobenzene
8260D
5.6
ug/L
0100081-01
MW-01 OLD 20201006
Benzene
8260D
0.85
ug/L
0100081-01
MW-01 OLD 20201006
Chlorobenzene
8260D
4.1
ug/L
0100081-01
MW-01 OLD 20201006
cis-1,2-Dichloroethylene
8260D
2.9
ug/L
0100081-01
MW-01 OLD 20201006
trans-1,2-Dichloroethylene
8260D
0.33
J
ug/L
0100081-01
MW-01 OLD 20201006
Trichloroethylene
8260D
0.27
J
ug/L
0100081-01
MW-01 OLD 20201006
Vinyl chloride
8260D
0.91
ug/L
0100081-01
MW-01 OLD 20201006
1,4-Dioxane
8260D SIM
7.0
ug/L
0100081-02
MW-02 OLD 20201006
Barium
6020B
57
ug/L
0100081-02
MW-02 OLD 20201006
1,1-Dichloroethane
8260D
0.67
ug/L
0100081-02
MW-02 OLD 20201006
Acetone
8260D
2.0
CCVL,
ug/L
J
0100081-02
MW-02 OLD 20201006
m,p-Xylenes
8260D
0.39
J
ug/L
0100081-02
MW-02 OLD 20201006
Xylenes, total
8260D
0.39
J
ug/L
0100081-03
MW-03 OLD 20201006
Barium
6020B
790
ug/L
0100081-03
MW-03 OLD 20201006
1,1-Dichloroethane
8260D
0.32
J
ug/L
0100081-03
MW-03 OLD 20201006
1,2-Dichlorobenzene
8260D
0.83
ug/L
0100081-03
MW-03 OLD 20201006
1,4-Dichlorobenzene
8260D
4.2
ug/L
0100081-03
MW-03 OLD 20201006
Acetone
8260D
0.66
CCVL,
ug/L
J
0100081-03
MW-03 OLD 20201006
Benzene
8260D
0.78
ug/L
0100081-03
MW-03 OLD 20201006
Chlorobenzene
8260D
5.7
ug/L
0100081-03
MW-03 OLD 20201006
Chloroethane
8260D
0.81
ug/L
0100081-03
MW-03 OLD 20201006
cis-1,2-Dichloroethylene
8260D
1.8
ug/L
0100081-03
MW-03 OLD 20201006
Ethylbenzene
8260D
0.21
J
ug/L
0100081-03
MW-03 OLD 20201006
Trichloroethylene
8260D
0.43
J
ug/L
0100081-04
MW-04 OLD 20201006
Barium
6020B
650
ug/L
0100081-04
MW-04 OLD 20201006
Arsenic
6020B
0.21
J
ug/L
0100081-04
MW-04 OLD 20201006
Barium
6020B
750
ug/L
0100081-04
MW-04 OLD 20201006
Cadmium
6020B
0.27
J
ug/L
0100081-04
MW-04 OLD 20201006
Chromium
6020B
2.2
ug/L
0100081-04
MW-04 OLD 20201006
Lead
6020B
1.5
ug/L
0100081-04
MW-04 OLD 20201006
1,2-Dichlorobenzene
8260D
0.34
J
ug/L
0100081-04
MW-04 OLD 20201006
1,4-Dichlorobenzene
8260D
1.6
ug/L
0100081-04
MW-04 OLD 20201006
Acetone
8260D
2.0
CCVL,
ug/L
J
0100081-04
MW-04 OLD 20201006
Benzene
8260D
0.28
J
ug/L
0100081-04
MW-04 OLD 20201006
Chlorobenzene
8260D
3.6
ug/L
0100081-04
MW-04 OLD 20201006
Chloroethane
8260D
0.64
ug/L
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

(D
Way po 0nt.
ANALYTICAL
Summary of Detections
11 /23/202C
Work Order: 0100081
Prism ID
Client ID
Parameter
Method
Result
Units
0100081-04
MW-04 OLD 20201006
cis-1,2-Dichloroethylene
8260D
0.33
J
ug/L
0100081-04
MW-04 OLD 20201006
m,p-Xylenes
8260D
0.36
J
ug/L
0100081-04
MW-04 OLD 20201006
o-Xylene
8260D
0.22
J
ug/L
0100081-04
MW-04 OLD 20201006
Tetrahydrofuran
8260D
1.9
.1
ug/L
0100081-04
MW-04 OLD 20201006
Toluene
8260D
0.23
J
ug/L
0100081-04
MW-04 OLD 20201006
Xylenes, total
8260D
0.58
J
ug/L
0100081-05
BG SPRING OLD 20201007
Barium
6020B
130
ug/L
0100081-05
BG SPRING OLD 20201007
Barium
6020B
130
ug/L
0100081-05
BG SPRING OLD 20201007
Chromium
6020B
1.0
J
ug/L
0100081-05
BG SPRING OLD 20201007
Lead
6020B
0.30
.1
ug/L
0100081-06
SW-01 OLD 20201007
Hardness
SM2340 C
56000
ug/L
0100081-06
SW-01 OLD 20201007
Arsenic
6020B
0.23
J
ug/L
0100081-06
SW-01 OLD 20201007
Barium
6020B
83
ug/L
0100081-06
SW-01 OLD 20201007
Chromium
6020B
1.4
J
ug/L
0100081-06
SW-01 OLD 20201007
Lead
6020B
0.85
J
ug/L
0100081-07
SW-02 OLD 20201007
Hardness
SM2340 C
54000
ug/L
0100081-07
SW-02 OLD 20201007
Barium
6020B
42
ug/L
0100081-08
TB-202010070000
Acetone
8260D
1.9
CCVL,
ug/L
J
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

Way poi nt..
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Attn: Alec Macbeth
231 Haywood Street
Asheville, NC 28801
Project: Madison Closed Landfill
Sample Matrix: Water
Laboratory Report
11 /23/2020
Client Sample ID: MW-01 OLD 20201006
Sample ID: 0100081-01
Work Order: 0100081
Time Collected: 10/06/20 12:36
Time Submitted: 10/08/20 07:45
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Total Metals
Mercury
<0.034
ug/L
0.2
0.20
0.034
1
7470A
10/9/20 15:27 EDV
POJ0152
Arsenic
0.71 J
ug/L
10
1.0
0.17
1
6020B
10/12/20
20:35JAB
POJ0164
Barium
490
ug/L
100
2.0
0.81
1
6020B
10/12/20
20:35JAB
POJ0164
Cadmium
<0.16
ug/L
1
1.0
0.16
1
6020B
10/12/20
20:35JAB
POJ0164
Chromium
<0.79
ug/L
10
2.0
0.79
1
6020B
10/12/20
20:35JAB
POJ0164
Lead
<0.26
ug/L
10
1.0
0.26
1
6020B
10/12/20
20:35JAB
POJ0164
Selenium
<0.74
ug/L
10
5.0
0.74
1
6020B
10/12/20
20:35JAB
POJ0164
Silver
<0.11
ug/L
10
1.0
0.11
1
6020B
10/12/20
20:35JAB
POJ0164
Volatile Organic Compounds by GC/MS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260D
10/17/20
3:00 JLB
POK0376
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20
3:00 JLB
POK0376
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260D
10/17/20
3:00 JLB
POK0376
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20
3:00 JLB
POK0376
1,1-Dichloroethane
0.79
ug/L
5
0.50
0.083
1
8260D
10/17/20
3:00 JLB
POK0376
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20
3:00 JLB
POK0376
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260D
10/17/20
3:00 JLB
POK0376
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260D
10/17/20
3:00 JLB
POK0376
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260D
10/17/20
3:00 JLB
POK0376
1,2-Dichlorobenzene
0.70
ug/L
5
0.50
0.076
1
8260D
10/17/20
3:00 JLB
POK0376
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20
3:00 JLB
POK0376
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20
3:00 JLB
POK0376
1,4-Dichlorobenzene
5.6
ug/L
1
0.50
0.050
1
8260D
10/17/20
3:00 JLB
POK0376
Acetone
<0.31
ug/L
100
5.0
0.31
1
8260D
10/17/20
3:00 JLB
POK0376
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260D
10/17/20
3:00 JLB
POK0376
Benzene
0.85
ug/L
1
0.50
0.048
1
8260D
10/17/20
3:00 JLB
POK0376
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260D
10/17/20
3:00 JLB
POK0376
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20
3:00 JLB
POK0376
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260D
10/17/20
3:00 JLB
POK0376
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260D
10/17/20
3:00 JLB
POK0376
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260D
10/17/20
3:00 JLB
POK0376
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20
3:00 JLB
POK0376
Chlorobenzene
4.1
ug/L
3
0.50
0.062
1
8260D
10/17/20
3:00 JLB
POK0376
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260D
10/17/20
3:00 JLB
POK0376
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20
3:00 JLB
POK0376
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
3:00 JLB
POK0376
cis-1,2-Dichloroethylene
2.9
ug/L
5
0.50
0.056
1
8260D
10/17/20
3:00 JLB
POK0376
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 5 of 35

Laboratory Report
A i • .0 11 /23/2020
- -ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: MW-01 OLD 20201006
Attn: Alec Macbeth Sample ID: 0100081-01
231 Haywood Street Work Order: 0100081
Asheville, NC 28801 Sample Matrix: Water Time Collected: 10/06/20 12:36
Time Submitted: 10/08/20 07:45
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis
Analyst
Batch
Limit
Factor
Date/Time
ID
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
3:00 JLB
POK0376
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260D
10/17/20
3:00 JLB
POK0376
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260D
10/17/20
3:00 JLB
POK0376
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20
3:00 JLB
POK0376
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260D
10/17/20
3:00 JLB
POK0376
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260D
10/17/20
3:00 JLB
POK0376
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260D
10/17/20
3:00 JLB
POK0376
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260D
10/17/20
3:00 JLB
POK0376
Methyl Isobutyl Ketone
<1.0
ug/L
100
5.0
1.0
1
8260D
10/17/20
3:00 JLB
POK0376
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260D
10/17/20
3:00 JLB
POK0376
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260D
10/17/20
3:00 JLB
POK0376
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260D
10/17/20
3:00 JLB
POK0376
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260D
10/17/20
3:00 JLB
POK0376
Tetrahydrofuran
<1.1
ug/L
NE
10
1.1
1
8260D
10/17/20
3:00 JLB
POK0376
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260D
10/17/20
3:00 JLB
POK0376
trans-1,2-Dichloroethylene
0.33 J
ug/L
5
0.50
0.094
1
8260D
10/17/20
3:00 JLB
POK0376
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260D
10/17/20
3:00 JLB
POK0376
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260D
10/17/20
3:00 JLB
POK0376
Trichloroethylene
0.27 J
ug/L
1
0.50
0.078
1
8260D
10/17/20
3:00 JLB
POK0376
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20
3:00 JLB
POK0376
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260D
10/17/20
3:00 JLB
POK0376
Vinyl chloride
0.91
ug/L
1
0.50
0.097
1
8260D
10/17/20
3:00 JLB
POK0376
Xylenes, total
<0.15
ug/L
5
1.5
0.15
1
8260D
10/17/20
3:00 JLB
POK0376
Surrogate
Recovery
Control Limits
4-Bromofluorobenzene
104
%
80-124
Dibromofluoromethane
104
%
75-129
Toluene-d8
105
%
77-123
Volatile Organic Compounds by GUMS SIM
1,4-Dioxane
7.0
ug/L
10
2.0
0.14
1
8260D SIM
10/8/20 12:48 JLB
POJ0116
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 6 of 35

.
Laboratory Report
• �
Waynt.�
11 /23/2020
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Project: Madison Closed Landfill
Client Sample ID:
MW-02 OLD 20201006
Attn: Alec Macbeth
Sample ID: 0100081-02
231 Haywood Street
Work Order: 0100081
Asheville, NC 28801
Sample Matrix: Water
Time Collected: 10/06/20 11:46
Time Submitted:
10/08/20 07:45
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Total Metals
Mercury
<0.034
ug/L
0.2
0.20
0.034
1
7470A
10/9/20 15:38 EDV
POJ0152
Arsenic
<0.17
ug/L
10
1.0
0.17
1
6020B
10/12/20 20:07JAB
POJ0164
Barium
57
ug/L
100
2.0
0.81
1
6020B
10/12/20 20:07JAB
POJ0164
Cadmium
<0.16
ug/L
1
1.0
0.16
1
6020B
10/12/20 20:07JAB
POJ0164
Chromium
<0.79
ug/L
10
2.0
0.79
1
6020B
10/12/20 20:07JAB
POJ0164
Lead
<0.26
ug/L
10
1.0
0.26
1
6020B
10/12/20 20:07JAB
POJ0164
Selenium
<0.74
ug/L
10
5.0
0.74
1
6020B
10/12/20 20:07JAB
POJ0164
Silver
<0.11
ug/L
10
1.0
0.11
1
6020B
10/12/20 20:07JAB
POJ0164
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260D
10/17/20 3:25 JLB
POK0376
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20 3:25 JLB
POK0376
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260D
10/17/20 3:25 JLB
POK0376
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20 3:25 JLB
POK0376
1,1-Dichloroethane
0.67
ug/L
5
0.50
0.083
1
8260D
10/17/20 3:25 JLB
POK0376
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20 3:25 JLB
POK0376
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260D
10/17/20 3:25 JLB
POK0376
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260D
10/17/20 3:25 JLB
POK0376
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260D
10/17/20 3:25 JLB
POK0376
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20 3:25 JLB
POK0376
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20 3:25 JLB
POK0376
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20 3:25 JLB
POK0376
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260D
10/17/20 3:25 JLB
POK0376
Acetone
2.0
CC ug/L
100
5.0
0.31
1
8260D
10/17/20 3:25 JLB
POK0376
VL,
J
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260D
10/17/20
3:25 JLB
POK0376
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260D
10/17/20
3:25 JLB
POK0376
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260D
10/17/20
3:25 JLB
POK0376
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20
3:25 JLB
POK0376
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260D
10/17/20
3:25 JLB
POK0376
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260D
10/17/20
3:25 JLB
POK0376
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260D
10/17/20
3:25 JLB
POK0376
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20
3:25 JLB
POK0376
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260D
10/17/20
3:25 JLB
POK0376
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260D
10/17/20
3:25 JLB
POK0376
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20
3:25 JLB
POK0376
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 7 of 35

.
Laboratory Report
• �
Waynt.�
11 /23/2020
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Project: Madison Closed
Landfill
Client Sample ID:
MW-02 OLD 20201006
Attn: Alec Macbeth
Sample ID: 0100081-02
231 Haywood Street
Work
Order: 0100081
Asheville, NC 28801
Sample Matrix: Water
Time
Collected: 10/06/20 11:46
Time
Submitted: 10/08/20
07:45
Parameter
Result Units
SWSL
Report
MDL
Dilution
Method
Analysis
Analyst
Batch
Limit
Factor
Date/Time
ID
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
3:25 JLB
POK0376
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260D
10/17/20
3:25 JLB
POK0376
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
3:25 JLB
POK0376
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260D
10/17/20
3:25 JLB
POK0376
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260D
10/17/20
3:25 JLB
POK0376
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20
3:25 JLB
POK0376
m,p-Xylenes
0.39
J ug/L
NE
1.0
0.12
1
8260D
10/17/20
3:25 JLB
POK0376
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260D
10/17/20
3:25 JLB
POK0376
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260D
10/17/20
3:25 JLB
POK0376
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260D
10/17/20
3:25 JLB
POK0376
Methyl Isobutyl Ketone
<1.0
ug/L
100
5.0
1.0
1
8260D
10/17/20
3:25 JLB
POK0376
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260D
10/17/20
3:25 JLB
POK0376
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260D
10/17/20
3:25 JLB
POK0376
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260D
10/17/20
3:25 JLB
POK0376
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260D
10/17/20
3:25 JLB
POK0376
Tetrahydrofuran
<1.1
ug/L
NE
10
1.1
1
8260D
10/17/20
3:25 JLB
POK0376
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260D
10/17/20
3:25 JLB
POK0376
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260D
10/17/20
3:25 JLB
POK0376
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260D
10/17/20
3:25 JLB
POK0376
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260D
10/17/20
3:25 JLB
POK0376
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260D
10/17/20
3:25 JLB
POK0376
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20
3:25 JLB
POK0376
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260D
10/17/20
3:25 JLB
POK0376
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260D
10/17/20
3:25 JLB
POK0376
Xylenes, total
0.39
J ug/L
5
1.5
0.15
1
8260D
10/17/20
3:25 JLB
POK0376
Surrogate
Recovery
Control Limits
4-Bromofluorobenzene
101
%
80-124
Dibromofluoromethane
104 %
75-129
Toluene-d8
103 %
77-123
Volatile Organic Compounds by GC/MS
SIM
1,4-Dioxane
<0.14
ug/L
10
2.0
0.14
1
8260D SIM
10/8/20 13:13
JLB
POJ0116
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 8 of 35

.
Laboratory Report
• �
Waynt.�
11 /23/2020
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Project: Madison Closed Landfill
Client Sample ID:
MW-03 OLD 20201006
Attn: Alec Macbeth
Sample ID: 0100081-03
231 Haywood Street
Work Order: 0100081
Asheville, NC 28801
Sample Matrix: Water
Time Collected: 10/06/20 14:26
Time Submitted:
10/08/20 07:45
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Total Metals
Mercury
<0.034
ug/L
0.2
0.20
0.034
1
7470A
10/9/20 15:42 EDV
POJ0152
Arsenic
<0.17
ug/L
10
1.0
0.17
1
6020B
10/12/20 20:42JAB
POJ0164
Barium
790
ug/L
100
2.0
0.81
1
6020B
10/12/20 20:42JAB
POJ0164
Cadmium
<0.16
ug/L
1
1.0
0.16
1
6020B
10/12/20 20:42JAB
POJ0164
Chromium
<0.79
ug/L
10
2.0
0.79
1
6020B
10/12/20 20:42JAB
POJ0164
Lead
<0.26
ug/L
10
1.0
0.26
1
6020B
10/12/20 20:42JAB
POJ0164
Selenium
<0.74
ug/L
10
5.0
0.74
1
6020B
10/12/20 20:42JAB
POJ0164
Silver
<0.11
ug/L
10
1.0
0.11
1
6020B
10/12/20 20:42JAB
POJ0164
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260D
10/17/20 3:49 JLB
POK0376
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20 3:49 JLB
POK0376
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260D
10/17/20 3:49 JLB
POK0376
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20 3:49 JLB
POK0376
1,1-Dichloroethane
0.32
J ug/L
5
0.50
0.083
1
8260D
10/17/20 3:49 JLB
POK0376
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20 3:49 JLB
POK0376
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260D
10/17/20 3:49 JLB
POK0376
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260D
10/17/20 3:49 JLB
POK0376
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260D
10/17/20 3:49 JLB
POK0376
1,2-Dichlorobenzene
0.83
ug/L
5
0.50
0.076
1
8260D
10/17/20 3:49 JLB
POK0376
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20 3:49 JLB
POK0376
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20 3:49 JLB
POK0376
1,4-Dichlorobenzene
4.2
ug/L
1
0.50
0.050
1
8260D
10/17/20 3:49 JLB
POK0376
Acetone
0.66
CC ug/L
100
5.0
0.31
1
8260D
10/17/20 3:49 JLB
POK0376
VL,
J
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260D
10/17/20 3:49 JLB
POK0376
Benzene
0.78
ug/L
1
0.50
0.048
1
8260D
10/17/20 3:49 JLB
POK0376
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260D
10/17/20 3:49 JLB
POK0376
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20 3:49 JLB
POK0376
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260D
10/17/20 3:49 JLB
POK0376
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260D
10/17/20 3:49 JLB
POK0376
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260D
10/17/20 3:49 JLB
POK0376
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20 3:49 JLB
POK0376
Chlorobenzene
5.7
ug/L
3
0.50
0.062
1
8260D
10/17/20 3:49 JLB
POK0376
Chloroethane
0.81
ug/L
10
0.50
0.22
1
8260D
10/17/20 3:49 JLB
POK0376
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20 3:49 JLB
POK0376
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20 3:49 JLB
POK0376
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 9 of 35

.
Laboratory Report
• �
Waynt.�
11 /23/2020
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Project: Madison Closed
Landfill
Client Sample ID:
MW-03 OLD 20201006
Attn: Alec Macbeth
Sample ID: 0100081-03
231 Haywood Street
Work
Order: 0100081
Asheville, NC 28801
Sample Matrix: Water
Time
Collected: 10/06/20 14:26
Time
Submitted: 10/08/20
07:45
Parameter
Result Units
SWSL
Report
MDL
Dilution
Method
Analysis
Analyst
Batch
Limit
Factor
Date/Time
ID
cis-1,2-Dichloroethylene
1.8
ug/L
5
0.50
0.056
1
8260D
10/17/20
3:49 JLB
POK0376
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
3:49 JLB
POK0376
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260D
10/17/20
3:49 JLB
POK0376
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260D
10/17/20
3:49 JLB
POK0376
Ethylbenzene
0.21
J ug/L
1
0.50
0.061
1
8260D
10/17/20
3:49 JLB
POK0376
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260D
10/17/20
3:49 JLB
POK0376
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260D
10/17/20
3:49 JLB
POK0376
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260D
10/17/20
3:49 JLB
POK0376
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260D
10/17/20
3:49 JLB
POK0376
Methyl Isobutyl Ketone
<1.0
ug/L
100
5.0
1.0
1
8260D
10/17/20
3:49 JLB
POK0376
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260D
10/17/20
3:49 JLB
POK0376
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260D
10/17/20
3:49 JLB
POK0376
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260D
10/17/20
3:49 JLB
POK0376
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260D
10/17/20
3:49 JLB
POK0376
Tetrahydrofuran
<1.1
ug/L
NE
10
1.1
1
8260D
10/17/20
3:49 JLB
POK0376
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260D
10/17/20
3:49 JLB
POK0376
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260D
10/17/20
3:49 JLB
POK0376
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260D
10/17/20
3:49 JLB
POK0376
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260D
10/17/20
3:49 JLB
POK0376
Trichloroethylene
0.43
J ug/L
1
0.50
0.078
1
8260D
10/17/20
3:49 JLB
POK0376
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20
3:49 JLB
POK0376
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260D
10/17/20
3:49 JLB
POK0376
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260D
10/17/20
3:49 JLB
POK0376
Xylenes, total
<0.15
ug/L
5
1.5
0.15
1
8260D
10/17/20
3:49 JLB
POK0376
Surrogate
Recovery
Control Limits
4-Bromofluorobenzene
106 %
80-124
Dibromofluoromethane
98 %
75-129
Toluene-d8
107
%
77-123
Volatile Organic Compounds by GC/MS
SIM
1,4-Dioxane
<0.14
ug/L
10
2.0
0.14
1
8260D SIM
10/8/20 13:39
JLB
POJ0116
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 10 of 35

Laboratory Report
A i • .0 11 /23/2020
- -ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: MW-04 OLD 20201006
Attn: Alec Macbeth Sample ID: 0100081-04
231 Haywood Street Work Order: 0100081
Asheville, NC 28801 Sample Matrix: Water Time Collected: 10/06/20 13:43
Time Submitted: 10/08/20 07:45
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Dissolved Metals
Mercury
<0.034
ug/L
0.20
0.034
1
7470A
10/15/20 16:45EDV
POJ0259
Arsenic
<0.17
ug/L
1.0
0.17
1
6020B
10/23/20 13:31JAB
POJ0218
Barium
650
ug/L
100
10
0.81
1
6020B
10/23/20 13:31 JAB
POJ0218
Cadmium
<0.16
ug/L
1.0
0.16
1
6020B
10/23/20 13:31JAB
POJ0218
Chromium
<0.79
ug/L
2.0
0.79
1
6020B
10/23/20 13:31JAB
POJ0218
Lead
<0.26
ug/L
1.0
0.26
1
6020B
10/23/20 13:31JAB
POJ0218
Selenium
<0.74
ug/L
10
5.0
0.74
1
6020B
10/23/20 13:31JAB
POJ0218
Silver
<0.11
ug/L
1.0
0.11
1
6020B
10/23/20 13:31JAB
POJ0218
Total Metals
Mercury
<0.034
ug/L
0.2
0.20
0.034
1
7470A
10/9/20 15:46 EDV
POJ0152
Arsenic
0.21
J
ug/L
10
1.0
0.17
1
6020B
10/12/20 20:48JAB
POJ0164
Barium
750
ug/L
100
2.0
0.81
1
6020B
10/12/20 20:48JAB
POJ0164
Cadmium
0.27
J
ug/L
1
1.0
0.16
1
6020B
10/12/20 20:48JAB
POJ0164
Chromium
2.2
ug/L
10
2.0
0.79
1
6020B
10/12/20 20:48JAB
POJ0164
Lead
1.5
ug/L
10
1.0
0.26
1
6020B
10/12/20 20:48JAB
POJ0164
Selenium
<0.74
ug/L
10
5.0
0.74
1
6020B
10/12/20 20:48JAB
POJ0164
Silver
<0.11
ug/L
10
1.0
0.11
1
6020B
10/12/20 20:48JAB
POJ0164
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260D
10/17/20 4:14 JLB
POK0376
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20 4:14 JLB
POK0376
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260D
10/17/20 4:14 JLB
POK0376
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20 4:14 JLB
POK0376
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20 4:14 JLB
POK0376
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20 4:14 JLB
POK0376
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260D
10/17/20 4:14 JLB
POK0376
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260D
10/17/20 4:14 JLB
POK0376
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260D
10/17/20 4:14 JLB
POK0376
1,2-Dichlorobenzene
0.34
J
ug/L
5
0.50
0.076
1
8260D
10/17/20 4:14 JLB
POK0376
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20 4:14 JLB
POK0376
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20 4:14 JLB
POK0376
1,4-Dichlorobenzene
1.6
ug/L
1
0.50
0.050
1
8260D
10/17/20 4:14 JLB
POK0376
Acetone
2.0
CC
ug/L
100
5.0
0.31
1
8260D
10/17/20 4:14 JLB
POK0376
VL,
J
Acrylonitrile
<0.20
ug/L
200
20
0.20 1
8260D
10/17/20
4:14 JLB
POK0376
Benzene
0.28 J
ug/L
1
0.50
0.048 1
8260D
10/17/20
4:14 JLB
POK0376
Bromochloromethane
<0.14
ug/L
3
0.50
0.14 1
8260D
10/17/20
4:14 JLB
POK0376
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 11 of 35

.
Laboratory Report
• �
Waynt.�
11 /23/2020
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Project: Madison Closed
Landfill
Client Sample ID:
MW-04 OLD 20201006
Attn: Alec Macbeth
Sample ID: 0100081-04
231 Haywood Street
Work Order: 0100081
Asheville, NC 28801
Sample Matrix: Water
Time Collected: 10/06/20 13:43
Time Submitted:
10/08/20 07:45
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
8260D
10/17/20
4:14 JLB
POK0376
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260D
10/17/20
4:14 JLB
POK0376
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260D
10/17/20
4:14 JLB
POK0376
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260D
10/17/20
4:14 JLB
POK0376
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20
4:14 JLB
POK0376
Chlorobenzene
3.6
ug/L
3
0.50
0.062
1
8260D
10/17/20
4:14 JLB
POK0376
Chloroethane
0.64
ug/L
10
0.50
0.22
1
8260D
10/17/20
4:14 JLB
POK0376
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20
4:14 JLB
POK0376
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
4:14 JLB
POK0376
cis-1,2-Dichloroethylene
0.33
J ug/L
5
0.50
0.056
1
8260D
10/17/20
4:14 JLB
POK0376
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
4:14 JLB
POK0376
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260D
10/17/20
4:14 JLB
POK0376
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260D
10/17/20
4:14 JLB
POK0376
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20
4:14 JLB
POK0376
m,p-Xylenes
0.36
J ug/L
NE
1.0
0.12
1
8260D
10/17/20
4:14 JLB
POK0376
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260D
10/17/20
4:14 JLB
POK0376
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260D
10/17/20
4:14 JLB
POK0376
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260D
10/17/20
4:14 JLB
POK0376
Methyl Isobutyl Ketone
<1.0
ug/L
100
5.0
1.0
1
8260D
10/17/20
4:14 JLB
POK0376
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260D
10/17/20
4:14 JLB
POK0376
o-Xylene
0.22
J ug/L
NE
0.50
0.044
1
8260D
10/17/20
4:14 JLB
POK0376
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260D
10/17/20
4:14 JLB
POK0376
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260D
10/17/20
4:14 JLB
POK0376
Tetrahydrofuran
1.9
J ug/L
NE
10
1.1
1
8260D
10/17/20
4:14 JLB
POK0376
Toluene
0.23
J ug/L
1
0.50
0.044
1
8260D
10/17/20
4:14 JLB
POK0376
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260D
10/17/20
4:14 JLB
POK0376
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260D
10/17/20
4:14 JLB
POK0376
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260D
10/17/20
4:14 JLB
POK0376
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260D
10/17/20
4:14 JLB
POK0376
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20
4:14 JLB
POK0376
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260D
10/17/20
4:14 JLB
POK0376
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260D
10/17/20
4:14 JLB
POK0376
Xylenes, total
0.58
J ug/L
5
1.5
0.15
1
8260D
10/17/20
4:14 JLB
POK0376
Surrogate
Recovery
Control Limits
4-Bromofluorobenzene
103 %
80-124
Dibromofluoromethane
104 %
75-129
Toluene-d8
106 %
77-123
Volatile Organic Compounds by GC/MS
SIM
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 12 of 35

Laboratory Report
• � 11 /23/2020
PA Waynt.�
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: MW-04 OLD 20201006
Attn: Alec Macbeth Sample ID: 0100081-04
231 Haywood Street Work Order: 0100081
Asheville, NC 28801 Sample Matrix: Water Time Collected: 10/06/20 13:43
Time Submitted: 10/08/20 07:45
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
1,4-Dioxane <0.14 ug/L 10 2.0 0.14 1 8260D SIM 10/8/20 14:04 JLB POJ0116
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 13 of 35

Laboratory Report
A i • .0 11 /23/2020
- -ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: Bc SPRING OLD 20201007
Attn: Alec Macbeth Sample ID: 0100081-05
231 Haywood Street Work Order: 0100081
Asheville, NC 28801 Sample Matrix: Water Time Collected: 10/07/20 09:31
Time Submitted: 10/08/20 07:45
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Dissolved Metals
Mercury
<0.034
ug/L
0.20
0.034
1
7470A
10/15/20 16:33EDV
POJ0259
Arsenic
<0.17
ug/L
1.0
0.17
1
6020B
10/23/20 13:38JAB
POJ0218
Barium
130
ug/L
100
10
0.81
1
6020B
10/23/20 13:38JAB
POJ0218
Cadmium
<0.16
ug/L
1.0
0.16
1
6020B
10/23/20 13:38JAB
POJ0218
Chromium
<0.79
ug/L
2.0
0.79
1
6020B
10/23/20 13:38JAB
POJ0218
Lead
<0.26
ug/L
1.0
0.26
1
6020B
10/23/20 13:38JAB
POJ0218
Selenium
<0.74
ug/L
10
5.0
0.74
1
6020B
10/23/20 13:38JAB
POJ0218
Silver
<0.11
ug/L
1.0
0.11
1
6020B
10/23/20 13:38JAB
POJ0218
Total Metals
Mercury
<0.034
ug/L
0.2
0.20
0.034
1
7470A
10/9/20 15:50 EDV
POJ0152
Arsenic
<0.17
ug/L
10
1.0
0.17
1
6020B
10/12/20 20:55JAB
POJ0164
Barium
130
ug/L
100
2.0
0.81
1
6020B
10/12/20 20:55JAB
POJ0164
Cadmium
<0.16
ug/L
1
1.0
0.16
1
6020B
10/12/20 20:55JAB
POJ0164
Chromium
1.0 J
ug/L
10
2.0
0.79
1
6020B
10/12/20 20:55JAB
POJ0164
Lead
0.30 J
ug/L
10
1.0
0.26
1
6020B
10/12/20 20:55JAB
POJ0164
Selenium
<0.74
ug/L
10
5.0
0.74
1
6020B
10/12/20 20:55JAB
POJ0164
Silver
<0.11
ug/L
10
1.0
0.11
1
6020B
10/12/20 20:55JAB
POJ0164
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260D
10/17/20 4:39 JLB
POK0376
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20 4:39 JLB
POK0376
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260D
10/17/20 4:39 JLB
POK0376
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20 4:39 JLB
POK0376
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20 4:39 JLB
POK0376
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20 4:39 JLB
POK0376
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260D
10/17/20 4:39 JLB
POK0376
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260D
10/17/20 4:39 JLB
POK0376
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260D
10/17/20 4:39 JLB
POK0376
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20 4:39 JLB
POK0376
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20 4:39 JLB
POK0376
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20 4:39 JLB
POK0376
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260D
10/17/20 4:39 JLB
POK0376
Acetone
<0.31
ug/L
100
5.0
0.31
1
8260D
10/17/20 4:39 JLB
POK0376
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260D
10/17/20 4:39 JLB
POK0376
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260D
10/17/20 4:39 JLB
POK0376
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260D
10/17/20 4:39 JLB
POK0376
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20 4:39 JLB
POK0376
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

.
• �
Waynt.�
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Attn: Alec Macbeth
231 Haywood Street
Asheville, NC 28801
Project: Madison Closed Landfill
Sample Matrix: Water
Laboratory Report
11 /23/2020
Client Sample ID: BG SPRING OLD 20201007
Sample ID: 0100081-05
Work Order: 0100081
Time Collected: 10/07/20 09:31
Time Submitted: 10/08/20 07:45
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis
Analyst
Batch
Limit
Factor
Date/Time
ID
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260D
10/17/20
4:39 JLB
POK0376
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260D
10/17/20
4:39 JLB
POK0376
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260D
10/17/20
4:39 JLB
POK0376
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20
4:39 JLB
POK0376
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260D
10/17/20
4:39 JLB
POK0376
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260D
10/17/20
4:39 JLB
POK0376
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20
4:39 JLB
POK0376
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
4:39 JLB
POK0376
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260D
10/17/20
4:39 JLB
POK0376
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
4:39 JLB
POK0376
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260D
10/17/20
4:39 JLB
POK0376
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260D
10/17/20
4:39 JLB
POK0376
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20
4:39 JLB
POK0376
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260D
10/17/20
4:39 JLB
POK0376
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260D
10/17/20
4:39 JLB
POK0376
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260D
10/17/20
4:39 JLB
POK0376
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260D
10/17/20
4:39 JLB
POK0376
Methyl Isobutyl Ketone
<1.0
ug/L
100
5.0
1.0
1
8260D
10/17/20
4:39 JLB
POK0376
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260D
10/17/20
4:39 JLB
POK0376
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260D
10/17/20
4:39 JLB
POK0376
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260D
10/17/20
4:39 JLB
POK0376
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260D
10/17/20
4:39 JLB
POK0376
Tetrahydrofuran
<1.1
ug/L
NE
10
1.1
1
8260D
10/17/20
4:39 JLB
POK0376
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260D
10/17/20
4:39 JLB
POK0376
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260D
10/17/20
4:39 JLB
POK0376
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260D
10/17/20
4:39 JLB
POK0376
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260D
10/17/20
4:39 JLB
POK0376
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260D
10/17/20
4:39 JLB
POK0376
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20
4:39 JLB
POK0376
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260D
10/17/20
4:39 JLB
POK0376
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260D
10/17/20
4:39 JLB
POK0376
Xylenes, total
<0.15
ug/L
5
1.5
0.15
1
8260D
10/17/20
4:39 JLB
POK0376
Surrogate
Recovery
Control Limits
4-Bromofluorobenzene
102 %
80-124
Dibromofluoromethane
105 %
75-129
Toluene-d8
102 %
77-123
Volatile Organic Compounds by GC/MS
SIM
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

Laboratory Report
• � 11 /23/2020
PA Waynt.�
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: BG SPRING OLD 20201007
Attn: Alec Macbeth Sample ID: 0100081-05
231 Haywood Street Work Order: 0100081
Asheville, NC 28801 Sample Matrix: Water Time Collected: 10/07/20 09:31
Time Submitted: 10/08/20 07:45
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
1,4-Dioxane <0.14 ug/L 10 2.0 0.14 1 8260D SIM 10/8/20 14:29 JLB P0J0116
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

Laboratory Report
• � 11 /23/2020
PA Waynt.�
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: SW-01 OLD 20201007
Attn: Alec Macbeth Sample ID: 0100081-06
231 Haywood Street Work Order: 0100081
Asheville, NC 28801 Sample Matrix: Water Time Collected: 10/07/20 10:13
Time Submitted: 10/08/20 07:45
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
General Chemistry Parameters
Hardness 56000 ug/L 5000 570 1 SM2340 C 10/15/20 15:43BMS POJ0269
Total Metals
Mercury
<0.034
ug/L
0.2
0.20
0.034
1
7470A
10/9/20 16:01 EDV
POJ0152
Arsenic
0.23 J
ug/L
10
1.0
0.17
1
6020B
10/12/20 21:16JAB
POJ0164
Barium
83
ug/L
100
2.0
0.81
1
6020B
10/12/20 21:16JAB
POJ0164
Cadmium
<0.16
ug/L
1
1.0
0.16
1
6020B
10/12/20 21:16JAB
POJ0164
Chromium
1.4 J
ug/L
10
2.0
0.79
1
6020B
10/12/20 21:16JAB
POJ0164
Lead
0.85 J
ug/L
10
1.0
0.26
1
6020B
10/12/20 21:16JAB
POJ0164
Selenium
<0.74
ug/L
10
5.0
0.74
1
6020B
10/12/20 21:16JAB
POJ0164
Silver
<0.11
ug/L
10
1.0
0.11
1
6020B
10/12/20 21:16JAB
POJ0164
Volatile Organic Compounds by GC/MS
1,1,1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260D
10/17/20 5:04 JLB
POK0376
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20 5:04 JLB
POK0376
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260D
10/17/20 5:04 JLB
POK0376
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20 5:04 JLB
POK0376
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20 5:04 JLB
POK0376
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20 5:04 JLB
POK0376
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260D
10/17/20 5:04 JLB
POK0376
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260D
10/17/20 5:04 JLB
POK0376
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260D
10/17/20 5:04 JLB
POK0376
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20 5:04 JLB
POK0376
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20 5:04 JLB
POK0376
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20 5:04 JLB
POK0376
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260D
10/17/20 5:04 JLB
POK0376
Acetone
<0.31
ug/L
100
5.0
0.31
1
8260D
10/17/20 5:04 JLB
POK0376
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260D
10/17/20 5:04 JLB
POK0376
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260D
10/17/20 5:04 JLB
POK0376
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260D
10/17/20 5:04 JLB
POK0376
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20 5:04 JLB
POK0376
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260D
10/17/20 5:04 JLB
POK0376
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260D
10/17/20 5:04 JLB
POK0376
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260D
10/17/20 5:04 JLB
POK0376
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20 5:04 JLB
POK0376
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260D
10/17/20 5:04 JLB
POK0376
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260D
10/17/20 5:04 JLB
POK0376
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20 5:04 JLB
POK0376
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 17 of 35

Laboratory Report
A i • .0 11 /23/2020
- -ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: SW-01 OLD 20201007
Attn: Alec Macbeth Sample ID: 0100081-06
231 Haywood Street Work Order: 0100081
Asheville, NC 28801 Sample Matrix: Water Time Collected: 10/07/20 10:13
Time Submitted: 10/08/20 07:45
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis
Analyst
Batch
Limit
Factor
Date/Time
ID
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
5:04 JLB
POK0376
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260D
10/17/20
5:04 JLB
POK0376
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
5:04 JLB
POK0376
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260D
10/17/20
5:04 JLB
POK0376
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260D
10/17/20
5:04 JLB
POK0376
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20
5:04 JLB
POK0376
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260D
10/17/20
5:04 JLB
POK0376
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260D
10/17/20
5:04 JLB
POK0376
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260D
10/17/20
5:04 JLB
POK0376
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260D
10/17/20
5:04 JLB
POK0376
Methyl Isobutyl Ketone
<1.0
ug/L
100
5.0
1.0
1
8260D
10/17/20
5:04 JLB
POK0376
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260D
10/17/20
5:04 JLB
POK0376
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260D
10/17/20
5:04 JLB
POK0376
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260D
10/17/20
5:04 JLB
POK0376
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260D
10/17/20
5:04 JLB
POK0376
Tetrahydrofuran
<1.1
ug/L
NE
10
1.1
1
8260D
10/17/20
5:04 JLB
POK0376
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260D
10/17/20
5:04 JLB
POK0376
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260D
10/17/20
5:04 JLB
POK0376
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260D
10/17/20
5:04 JLB
POK0376
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260D
10/17/20
5:04 JLB
POK0376
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260D
10/17/20
5:04 JLB
POK0376
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20
5:04 JLB
POK0376
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260D
10/17/20
5:04 JLB
POK0376
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260D
10/17/20
5:04 JLB
POK0376
Xylenes, total
<0.15
ug/L
5
1.5
0.15
1
8260D
10/17/20
5:04 JLB
POK0376
Surrogate
Recovery
Control Limits
4-Bromofluorobenzene
101
%
80-124
Dibromofluoromethane
104
%
75-129
Toluene-d8
108
%
77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
<0.14
ug/L
10
2.0
0.14
1
8260D SIM
10/8/20 14:54 JLB
POJ0116
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 18 of 35

Laboratory Report
• � 11 /23/2020
PA Waynt.�
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: SW-02 OLD 20201007
Attn: Alec Macbeth Sample ID: 0100081-07
231 Haywood Street Work Order: 0100081
Asheville, NC 28801 Sample Matrix: Water Time Collected: 10/07/20 10:00
Time Submitted: 10/08/20 07:45
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
General Chemistry Parameters
Hardness 54000 ug/L 5000 570 1 SM2340 C 10/15/20 15:43BMS POJ0269
Total Metals
Mercury
<0.034
ug/L
0.2
0.20
0.034
1
7470A
10/9/20 16:05 EDV
POJ0152
Arsenic
<0.17
ug/L
10
1.0
0.17
1
6020B
10/12/20 21:22JAB
POJ0164
Barium
42
ug/L
100
2.0
0.81
1
6020B
10/12/20 21:22JAB
POJ0164
Cadmium
<0.16
ug/L
1
1.0
0.16
1
6020B
10/12/20 21:22JAB
POJ0164
Chromium
<0.79
ug/L
10
2.0
0.79
1
6020B
10/12/20 21:22JAB
POJ0164
Lead
<0.26
ug/L
10
1.0
0.26
1
6020B
10/12/20 21:22JAB
POJ0164
Selenium
<0.74
ug/L
10
5.0
0.74
1
6020B
10/12/20 21:22JAB
POJ0164
Silver
<0.11
ug/L
10
1.0
0.11
1
6020B
10/12/20 21:22JAB
POJ0164
Volatile Organic Compounds by GC/MS
1,1,1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260D
10/17/20 5:28 JLB
POK0376
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20 5:28 JLB
POK0376
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260D
10/17/20 5:28 JLB
POK0376
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20 5:28 JLB
POK0376
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20 5:28 JLB
POK0376
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20 5:28 JLB
POK0376
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260D
10/17/20 5:28 JLB
POK0376
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260D
10/17/20 5:28 JLB
POK0376
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260D
10/17/20 5:28 JLB
POK0376
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20 5:28 JLB
POK0376
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20 5:28 JLB
POK0376
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20 5:28 JLB
POK0376
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260D
10/17/20 5:28 JLB
POK0376
Acetone
<0.31
ug/L
100
5.0
0.31
1
8260D
10/17/20 5:28 JLB
POK0376
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260D
10/17/20 5:28 JLB
POK0376
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260D
10/17/20 5:28 JLB
POK0376
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260D
10/17/20 5:28 JLB
POK0376
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20 5:28 JLB
POK0376
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260D
10/17/20 5:28 JLB
POK0376
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260D
10/17/20 5:28 JLB
POK0376
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260D
10/17/20 5:28 JLB
POK0376
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20 5:28 JLB
POK0376
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260D
10/17/20 5:28 JLB
POK0376
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260D
10/17/20 5:28 JLB
POK0376
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20 5:28 JLB
POK0376
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 19 of 35

Laboratory Report
A i • .0 11 /23/2020
- -ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: SW-02 OLD 20201007
Attn: Alec Macbeth Sample ID: 0100081-07
231 Haywood Street Work Order: 0100081
Asheville, NC 28801 Sample Matrix: Water Time Collected: 10/07/20 10:00
Time Submitted: 10/08/20 07:45
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis
Analyst
Batch
Limit
Factor
Date/Time
ID
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
5:28 JLB
POK0376
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260D
10/17/20
5:28 JLB
POK0376
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
5:28 JLB
POK0376
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260D
10/17/20
5:28 JLB
POK0376
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260D
10/17/20
5:28 JLB
POK0376
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20
5:28 JLB
POK0376
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260D
10/17/20
5:28 JLB
POK0376
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260D
10/17/20
5:28 JLB
POK0376
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260D
10/17/20
5:28 JLB
POK0376
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260D
10/17/20
5:28 JLB
POK0376
Methyl Isobutyl Ketone
<1.0
ug/L
100
5.0
1.0
1
8260D
10/17/20
5:28 JLB
POK0376
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260D
10/17/20
5:28 JLB
POK0376
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260D
10/17/20
5:28 JLB
POK0376
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260D
10/17/20
5:28 JLB
POK0376
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260D
10/17/20
5:28 JLB
POK0376
Tetrahydrofuran
<1.1
ug/L
NE
10
1.1
1
8260D
10/17/20
5:28 JLB
POK0376
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260D
10/17/20
5:28 JLB
POK0376
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260D
10/17/20
5:28 JLB
POK0376
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260D
10/17/20
5:28 JLB
POK0376
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260D
10/17/20
5:28 JLB
POK0376
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260D
10/17/20
5:28 JLB
POK0376
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20
5:28 JLB
POK0376
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260D
10/17/20
5:28 JLB
POK0376
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260D
10/17/20
5:28 JLB
POK0376
Xylenes, total
<0.15
ug/L
5
1.5
0.15
1
8260D
10/17/20
5:28 JLB
POK0376
Surrogate
Recovery
Control Limits
4-Bromofluorobenzene
103
%
80-124
Dibromofluoromethane
100
%
75-129
Toluene-d8
106
%
77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
<0.14
ug/L
10
2.0
0.14
1
8260D SIM
10/8/20 15:20 JLB
POJ0116
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 20 of 35

Laboratory Report
• � 11 /23/2020
PA Waynt.�
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: TB-202010070000
Attn: Alec Macbeth Sample ID: 0100081-08
231 Haywood Street Work Order: 0100081
Asheville, NC 28801 Sample Matrix: Water Time Collected: 10/07/20 00:00
Time Submitted: 10/08/20 07:45
Parameter Result Units SWSL Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Volatile Organic Compounds by GC/MS
1, 1, 1,2-Tetrachloroethane
<0.11
ug/L
5
0.50
0.11
1
8260D
10/17/20
2:35 JLB
POK0376
1, 1, 1 -Trichloroethane
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20
2:35 JLB
POK0376
1,1,2,2-Tetrachloroethane
<0.036
ug/L
3
0.50
0.036
1
8260D
10/17/20
2:35 JLB
POK0376
1,1,2-Trichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20
2:35 JLB
POK0376
1,1-Dichloroethane
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20
2:35 JLB
POK0376
1,1-Dichloroethylene
<0.083
ug/L
5
0.50
0.083
1
8260D
10/17/20
2:35 JLB
POK0376
1,2,3-Trichloropropane
<0.14
ug/L
1
1.0
0.14
1
8260D
10/17/20
2:35 JLB
POK0376
1,2-Dibromo-3-chloropropane
<0.17
ug/L
13
2.0
0.17
1
8260D
10/17/20
2:35 JLB
POK0376
1,2-Dibromoethane
<0.051
ug/L
1
0.50
0.051
1
8260D
10/17/20
2:35 JLB
POK0376
1,2-Dichlorobenzene
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20
2:35 JLB
POK0376
1,2-Dichloroethane
<0.066
ug/L
1
0.50
0.066
1
8260D
10/17/20
2:35 JLB
POK0376
1,2-Dichloropropane
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20
2:35 JLB
POK0376
1,4-Dichlorobenzene
<0.050
ug/L
1
0.50
0.050
1
8260D
10/17/20
2:35 JLB
POK0376
Acetone
1.9 CC
ug/L
100
5.0
0.31
1
8260D
10/17/20
2:35 JLB
POK0376
VL,
J
Acrylonitrile
<0.20
ug/L
200
20
0.20
1
8260D
10/17/20
2:35 JLB
POK0376
Benzene
<0.048
ug/L
1
0.50
0.048
1
8260D
10/17/20
2:35 JLB
POK0376
Bromochloromethane
<0.14
ug/L
3
0.50
0.14
1
8260D
10/17/20
2:35 JLB
POK0376
Bromodichloromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20
2:35 JLB
POK0376
Bromoform
<0.040
ug/L
3
1.0
0.040
1
8260D
10/17/20
2:35 JLB
POK0376
Bromomethane
<0.18
ug/L
10
1.0
0.18
1
8260D
10/17/20
2:35 JLB
POK0376
Carbon disulfide
<0.075
ug/L
100
5.0
0.075
1
8260D
10/17/20
2:35 JLB
POK0376
Carbon Tetrachloride
<0.11
ug/L
1
0.50
0.11
1
8260D
10/17/20
2:35 JLB
POK0376
Chlorobenzene
<0.062
ug/L
3
0.50
0.062
1
8260D
10/17/20
2:35 JLB
POK0376
Chloroethane
<0.22
ug/L
10
0.50
0.22
1
8260D
10/17/20
2:35 JLB
POK0376
Chloroform
<0.076
ug/L
5
0.50
0.076
1
8260D
10/17/20
2:35 JLB
POK0376
Chloromethane
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
2:35 JLB
POK0376
cis- 1,2-Dichloroethylene
<0.056
ug/L
5
0.50
0.056
1
8260D
10/17/20
2:35 JLB
POK0376
cis- 1,3-Dichloropropylene
<0.079
ug/L
1
0.50
0.079
1
8260D
10/17/20
2:35 JLB
POK0376
Dibromochloromethane
<0.081
ug/L
3
0.50
0.081
1
8260D
10/17/20
2:35 JLB
POK0376
Dibromomethane
<0.065
ug/L
10
0.50
0.065
1
8260D
10/17/20
2:35 JLB
POK0376
Ethylbenzene
<0.061
ug/L
1
0.50
0.061
1
8260D
10/17/20
2:35 JLB
POK0376
m,p-Xylenes
<0.12
ug/L
NE
1.0
0.12
1
8260D
10/17/20
2:35 JLB
POK0376
Methyl Butyl Ketone (2-Hexanone)
<0.065
ug/L
50
5.0
0.065
1
8260D
10/17/20
2:35 JLB
POK0376
Methyl Ethyl Ketone (2-Butanone)
<0.24
ug/L
100
5.0
0.24
1
8260D
10/17/20
2:35 JLB
POK0376
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 21 of 35

.
Laboratory Report
• �
Waynt.�
11 /23/2020
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Project: Madison Closed
Landfill
Client Sample ID:
TB-202010070000
Attn: Alec Macbeth
Sample ID: 0100081-08
231 Haywood Street
Work Order: 0100081
Asheville, NC 28801
Sample Matrix: Water
Time Collected: 10/07/20 00:00
Time Submitted:
10/08/20 07:45
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis
Analyst
Batch
Limit
Factor
Date/Time
ID
Methyl Iodide
<0.33
ug/L
10
5.0
0.33
1
8260D
10/17/20
2:35 JLB
POK0376
Methyl Isobutyl Ketone
<1.0
ug/L
100
5.0
1.0
1
8260D
10/17/20
2:35 JLB
POK0376
Methylene Chloride
<0.083
ug/L
1
1.0
0.083
1
8260D
10/17/20
2:35 JLB
POK0376
o-Xylene
<0.044
ug/L
NE
0.50
0.044
1
8260D
10/17/20
2:35 JLB
POK0376
Styrene
<0.047
ug/L
1
0.50
0.047
1
8260D
10/17/20
2:35 JLB
POK0376
Tetrachloroethylene
<0.098
ug/L
1
0.50
0.098
1
8260D
10/17/20
2:35 JLB
POK0376
Tetrahydrofuran
<1.1
ug/L
NE
10
1.1
1
8260D
10/17/20
2:35 JLB
POK0376
Toluene
<0.044
ug/L
1
0.50
0.044
1
8260D
10/17/20
2:35 JLB
POK0376
trans- 1,2-Dichloroethylene
<0.094
ug/L
5
0.50
0.094
1
8260D
10/17/20
2:35 JLB
POK0376
trans- 1,3-Dichloropropylene
<0.070
ug/L
1
0.50
0.070
1
8260D
10/17/20
2:35 JLB
POK0376
trans- 1,4-Dichloro-2-butene
<0.12
ug/L
100
10
0.12
1
8260D
10/17/20
2:35 JLB
POK0376
Trichloroethylene
<0.078
ug/L
1
0.50
0.078
1
8260D
10/17/20
2:35 JLB
POK0376
Trichlorofluoromethane
<0.062
ug/L
1
0.50
0.062
1
8260D
10/17/20
2:35 JLB
POK0376
Vinyl acetate
<0.060
ug/L
50
2.0
0.060
1
8260D
10/17/20
2:35 JLB
POK0376
Vinyl chloride
<0.097
ug/L
1
0.50
0.097
1
8260D
10/17/20
2:35 JLB
POK0376
Xylenes, total
<0.15
ug/L
5
1.5
0.15
1
8260D
10/17/20
2:35 JLB
POK0376
Surrogate
Recovery
Control Limits
4-Bromofluorobenzene
107 %
80-124
Dibromofluoromethane
101 %
75-129
Toluene-d8
106 %
77-123
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 22 of 35

(2)
Way po Int
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill
Attn: Alec Macbeth
231 Haywood Street
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Level II QC Report
11 /23/20
Work Order: 0100081
Time Submitted: 10/8/2020 7:45:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch POK0376 - 5030B
Blank (POK0376-BLK1)
Prepared: 10/16/20 Analyzed: 10/17/20
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 Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, INC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 23 of 35

Waypoint '
ANALYTICAL
Level II QC Report
11 /23/20
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Work Order: 0100081
Attn: Alec Macbeth Time Submitted: 10/8/2020 7:45:OOAM
231 Haywood Street
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 POK0376 - 5030B
Blank (POK0376-BLK1)
Prepared: 10/16/20 Analyzed: 10/17/20
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
53.0
ug/L
50.00
106
80-124
Surrogate: Dibromofluoromethane
51.1
ug/L
50.00
102
75-129
Surrogate: Toluene-d8
52.8
ug/L
50.00
106
77-123
LCS (POK0376-BSI)
Prepared: 10/16/20 Analyzed:
10/17/20
1,1,1,2-Tetrachloroethane
21.8
0.50
ug/L
20.00
109
79-134
1,1,1-Trichloroethane
19.6
0.50
ug/L
20.00
98
75-136
1,1,2,2-Tetrachloroethane
22.7
0.50
ug/L
20.00
114
62-127
1,1,2-Trichloroethane
19.0
0.50
ug/L
20.00
95
70-140
1,1-Dichloroethane
19.2
0.50
ug/L
20.00
96
78-130
1,1-Dichloroethylene
18.6
0.50
ug/L
20.00
93
70-154
1,2,3-Trichloropropane
23.9
1.0
ug/L
20.00
119
71-127
1,2-Dibromo-3-chloropropane
23.3
2.0
ug/L
20.00
116
63-134
1,2-Dibromoethane
21.3
0.50
ug/L
20.00
106
77-135
1,2-Dichlorobenzene
22.5
0.50
ug/L
20.00
112
78-128
1,2-Dichloroethane
20.1
0.50
ug/L
20.00
100
68-131
1,2-Dichloropropane
18.7
0.50
ug/L
20.00
94
77-130
1,4-Dichlorobenzene
22.1
0.50
ug/L
20.00
110
75-126
Acetone
28.2
5.0
ug/L
40.00
70
40-166
Acrylonitrile
41.3
20
ug/L
81-127
Benzene
19.0
0.50
ug/L
20.00
95
77-128
Bromochloromethane
20.0
0.50
ug/L
20.00
100
78-135
Bromodichloromethane
19.9
0.50
ug/L
20.00
99
76-138
Bromoform
22.1
1.0
ug/L
20.00
110
71-135
Bromomethane
18.8
1.0
ug/L
20.00
94
41-168
Carbon disulfide
17.9
5.0
ug/L
20.00
89
59-135
Carbon Tetrachloride
19.4
0.50
ug/L
20.00
97
72-142
Chlorobenzene
20.9
0.50
ug/L
20.00
104
78-119
Chloroethane
18.8
0.50
ug/L
20.00
94
57-142
Chloroform
19.6
0.50
ug/L
20.00
98
77-130
Chloromethane
16.2
0.50
ug/L
20.00
81
47-145
cis-1,2-Dichloroethylene
19.0
0.50
ug/L
20.00
95
76-141
cis-1,3-Dichloropropylene
19.0
0.50
ug/L
20.00
95
65-140
Dibromochloromethane
21.1
0.50
ug/L
20.00
106
75-134
Dibromomethane
19.9
0.50
ug/L
20.00
100
76-138
Ethylbenzene
21.1
0.50
ug/L
20.00
105
80-127
m,p-Xylenes
45.5
1.0
ug/L
40.00
114
77-133
Methyl Butyl Ketone (2-Hexanone)
18.9
5.0
ug/L
20.00
95
64-137
Methyl Ethyl Ketone (2-Butanone)
16.3
5.0
ug/L
20.00
81
71-134
Methyl Iodide
14.6
5.0
ug/L
20.00
73
70-130
Methyl Isobutyl Ketone
19.8
5.0
ug/L
20.00
99
69-134
Methylene Chloride
17.2
1.0
ug/L
20.00
86
73-131
o-Xylene
21.8
0.50
ug/L
20.00
109
78-128
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

• 0
Waypoint
ANALYTICAL
Level II QC Report
11 /23/20
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Work Order: 0100081
Attn: Alec Macbeth Time Submitted: 10/8/2020 7:45:OOAM
231 Haywood Street
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 POK0376 - 5030B
LCS (POK0376-BS1)
Prepared: 10/16/20 Analyzed: 10/17/20
Styrene
21.3
0.50
ug/L
20.00
106
78-129
Tetrachloroethylene
22.4
0.50
ug/L
20.00
112
80-129
Tetrahydrofuran
18.3
10
ug/L
20.00
92
70-130
Toluene
19.0
0.50
ug/L
20.00
95
76-131
trans-1,2-Dichloroethylene
19.4
0.50
ug/L
20.00
97
76-135
trans-1,3-Dichloropropylene
20.4
0.50
ug/L
20.00
102
67-140
trans-1,4-Dichloro-2-butene
21.5
10
ug/L
20.00
108
70-130
Trichloroethylene
19.7
0.50
ug/L
20.00
99
77-133
Trichlorofluoromethane
21.0
0.50
ug/L
20.00
105
62-148
Vinyl acetate
20.5
2.0
ug/L
34-167
Vinyl chloride
16.6
0.50
ug/L
20.00
83
57-141
Xylenes, total
67.3
1.5
ug/L
60.00
112
77-133
Surrogate:4-Bromofluorobenzene
52.0
ug/L
50.00
104
80-124
Surrogate: Dibromofluoromethane
49.3
ug/L
50.00
99
75-129
Surrogate: Toluene-d8
54.0
ug/L
50.00
108
77-123
Matrix Spike (POK0376-MS1)
Source: 0100081-01
Prepared:
10/16/20 Analyzed:
10/17/20
1,1,1,2-Tetrachloroethane
201
5.0
ug/L
200.0
BRL
101
78-134
1,1,1-Trichloroethane
188
5.0
ug/L
200.0
BRL
94
67-145
1,1,2,2-Tetrachloroethane
198
5.0
ug/L
200.0
BRL
99
68-123
1,1,2-Trichloroethane
173
5.0
ug/L
200.0
BRL
87
75-134
1,1-Dichloroethane
178
5.0
ug/L
200.0
BRL
89
75-134
1,1-Dichloroethylene
182
5.0
ug/L
200.0
BRL
91
65-162
1,2,3-Trichloropropane
219
10
ug/L
200.0
BRL
110
73-122
1,2-Dibromo-3-chloropropane
196
20
ug/L
200.0
BRL
98
64-133
1,2-Dibromoethane
186
5.0
ug/L
200.0
BRL
93
80-129
1,2-Dichlorobenzene
193
5.0
ug/L
200.0
BRL
96
80-125
1,2-Dichloroethane
186
5.0
ug/L
200.0
BRL
93
69-129
1,2-Dichloropropane
170
5.0
ug/L
200.0
BRL
85
75-131
1,4-Dichlorobenzene
203
5.0
ug/L
200.0
5.55
99
76-124
Acetone
216
50
ug/L
400.0
BRL
54
40-162
Acrylonitrile
350
200
ug/L
BRL
78-129
Benzene
182
5.0
ug/L
200.0
0.850
91
73-131
Bromochloromethane
192
5.0
ug/L
200.0
BRL
96
78-135
Bromodichloromethane
192
5.0
ug/L
200.0
BRL
96
74-138
Bromoform
196
10
ug/L
200.0
BRL
98
72-130
Bromomethane
110
10
ug/L
200.0
BRL
55
41-173
Carbon disulfide
167
50
ug/L
200.0
BRL
83
59-138
Carbon Tetrachloride
190
5.0
ug/L
200.0
BRL
95
66-149
Chlorobenzene
193
5.0
ug/L
200.0
4.08
94
76-119
Chloroethane
166
5.0
ug/L
200.0
BRL
83
52-153
Chloroform
184
5.0
ug/L
200.0
BRL
92
74-136
Chloromethane
139
5.0
ug/L
200.0
BRL
70
39-155
cis-1,2-Dichloroethylene
174
5.0
ug/L
200.0
2.90
86
74-144
cis-1,3-Dichloropropylene
172
5.0
ug/L
200.0
BRL
86
64-132
Dibromochloromethane
196
5.0
ug/L
200.0
BRL
98
77-131
Dibromomethane
172
5.0
ug/L
200.0
BRL
86
76-136
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

• 0
Waypoint
ANALYTICAL
Level II QC Report
11 /23/20
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Work Order: 0100081
Attn: Alec Macbeth Time Submitted: 10/8/2020 7:45:OOAM
231 Haywood Street
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 POK0376 - 5030B
Matrix Spike (POK0376-MS1)
Source: 0100081-01
Prepared: 10/16/20 Analyzed: 10/17/20
Ethylbenzene
193
5.0
ug/L
200.0
BRL
96
78-130
m,p-Xylenes
414
10
ug/L
400.0
BRL
103
66-144
Methyl Butyl Ketone (2-Hexanone)
171
50
ug/L
200.0
BRL
86
65-130
Methyl Ethyl Ketone (2-Butanone)
147
50
ug/L
200.0
BRL
73
65-137
Methyl Iodide
97.4
50
ug/L
200.0
BRL
49
70-130
M
Methyl Isobutyl Ketone
179
50
ug/L
200.0
BRL
89
64-137
Methylene Chloride
164
10
ug/L
200.0
BRL
82
71-134
o-Xylene
198
5.0
ug/L
200.0
BRL
99
75-131
Styrene
196
5.0
ug/L
200.0
BRL
98
77-128
Tetrachloroethylene
190
5.0
ug/L
200.0
BRL
95
76-130
Tetrahydrofuran
173
100
ug/L
200.0
BRL
86
70-130
Toluene
172
5.0
ug/L
200.0
BRL
86
72-135
trans-1,2-Dichloroethylene
178
5.0
ug/L
200.0
BRL
89
73-141
trans-1,3-Dichloropropylene
183
5.0
ug/L
200.0
BRL
92
64-137
trans-1,4-Dichloro-2-butene
157
100
ug/L
200.0
BRL
78
70-130
Trichloroethylene
182
5.0
ug/L
200.0
BRL
91
72-133
Trichlorofluoromethane
190
5.0
ug/L
200.0
BRL
95
61-152
Vinyl acetate
171
20
ug/L
BRL
80-154
Vinyl chloride
157
5.0
ug/L
200.0
BRL
78
54-146
Xylenes, total
612
15
ug/L
600.0
BRL
102
66-144
Surrogate:4-Bromofluorobenzene
51.8
ug/L
50.00
104
80-124
Surrogate: Dibromofluoromethane
49.7
ug/L
50.00
99
75-129
Surrogate: Toluene-d8
53.3
ug/L
50.00
107
77-123
Matrix Spike Dup (POK0376-MSD1)
Source: 0100081-01
Prepared:
10/16/20 Analyzed:
10/17/20
1,1,1,2-Tetrachloroethane
192
5.0
ug/L
200.0
BRL
96
78-134
5
19
1,1,1-Trichloroethane
184
5.0
ug/L
200.0
BRL
92
67-145
2
18
1,1,2,2-Tetrachloroethane
206
5.0
ug/L
200.0
BRL
103
68-123
4
19
1,1,2-Trichloroethane
169
5.0
ug/L
200.0
BRL
85
75-134
2
18
1,1-Dichloroethane
172
5.0
ug/L
200.0
BRL
86
75-134
4
18
1,1-Dichloroethylene
170
5.0
ug/L
200.0
BRL
85
65-162
7
20
1,2,3-Trichloropropane
216
10
ug/L
200.0
BRL
108
73-122
2
18
1,2-Dibromo-3-chloropropane
203
20
ug/L
200.0
BRL
102
64-133
4
25
1,2-Dibromoethane
191
5.0
ug/L
200.0
BRL
96
80-129
3
19
1,2-Dichlorobenzene
199
5.0
ug/L
200.0
BRL
100
80-125
3
16
1,2-Dichloroethane
182
5.0
ug/L
200.0
BRL
91
69-129
2
17
1,2-Dichloropropane
175
5.0
ug/L
200.0
BRL
88
75-131
3
17
1,4-Dichlorobenzene
200
5.0
ug/L
200.0
5.55
97
76-124
1
17
Acetone
213
50
ug/L
400.0
BRL
53
40-162
1
23
Acrylonitrile
346
200
ug/L
BRL
78-129
1
20
Benzene
174
5.0
ug/L
200.0
0.850
87
73-131
4
17
Bromochloromethane
195
5.0
ug/L
200.0
BRL
98
78-135
2
17
Bromodichloromethane
182
5.0
ug/L
200.0
BRL
91
74-138
5
19
Bromoform
193
10
ug/L
200.0
BRL
97
72-130
1
22
Bromomethane
130
10
ug/L
200.0
BRL
65
41-173
17
33
Carbon disulfide
166
50
ug/L
200.0
BRL
83
59-138
0.5
27
Carbon Tetrachloride
185
5.0
ug/L
200.0
BRL
92
66-149
3
23
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

1 0
Waypoint
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill
Attn: Alec Macbeth
231 Haywood Street
Asheville, NC 28801
Volatile Organic Compounds by GC/MS - Quality Control
Level II QC Report
11 /23/20
Work Order: 0100081
Time Submitted: 10/8/2020 7:45:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch POK0376 - 5030B
Matrix Spike Dup (POK0376-MSD1)
Source: 0100081-01
Prepared: 10/16/20 Analyzed: 10/17/20
Chlorobenzene
192
5.0
ug/L
200.0
4.08
94
76-119
0.3
20
Chloroethane
167
5.0
ug/L
200.0
BRL
84
52-153
0.7
24
Chloroform
180
5.0
ug/L
200.0
BRL
90
74-136
2
19
Chloromethane
136
5.0
ug/L
200.0
BRL
68
39-155
3
20
cis-1,2-Dichloroethylene
180
5.0
ug/L
200.0
2.90
89
74-144
3
17
cis-1,3-Dichloropropylene
171
5.0
ug/L
200.0
BRL
85
64-132
0.6
18
Dibromochloromethane
197
5.0
ug/L
200.0
BRL
99
77-131
0.8
21
Dibromomethane
177
5.0
ug/L
200.0
BRL
88
76-136
3
18
Ethylbenzene
190
5.0
ug/L
200.0
BRL
95
78-130
2
18
m,p-Xylenes
404
10
ug/L
400.0
BRL
101
66-144
2
19
Methyl Butyl Ketone (2-Hexanone)
163
50
ug/L
200.0
BRL
82
65-130
5
23
Methyl Ethyl Ketone (2-Butanone)
160
50
ug/L
200.0
BRL
80
65-137
9
23
Methyl Iodide
109
50
ug/L
200.0
BRL
55
70-130
11
20 M
Methyl Isobutyl Ketone
171
50
ug/L
200.0
BRL
85
64-137
5
24
Methylene Chloride
159
10
ug/L
200.0
BRL
79
71-134
3
17
o-Xylene
197
5.0
ug/L
200.0
BRL
99
75-131
0.5
20
Styrene
190
5.0
ug/L
200.0
BRL
95
77-128
3
17
Tetrachloroethylene
194
5.0
ug/L
200.0
BRL
97
76-130
2
20
Tetrahydrofuran
161
100
ug/L
200.0
BRL
80
70-130
7
20
Toluene
170
5.0
ug/L
200.0
BRL
85
72-135
1
18
trans-1,2-Dichloroethylene
174
5.0
ug/L
200.0
BRL
87
73-141
2
18
trans-1,3-Dichloropropylene
181
5.0
ug/L
200.0
BRL
91
64-137
1
21
trans-1,4-Dichloro-2-butene
166
100
ug/L
200.0
BRL
83
70-130
6
20
Trichloroethylene
172
5.0
ug/L
200.0
BRL
86
72-133
6
17
Trichlorofluoromethane
181
5.0
ug/L
200.0
BRL
91
61-152
5
27
Vinyl acetate
162
20
ug/L
BRL
80-154
5
18
Vinyl chloride
146
5.0
ug/L
200.0
BRL
73
54-146
7
25
Xylenes, total
601
15
ug/L
600.0
BRL
100
66-144
2
20
Surrogate:4-Bromofluorobenzene
50.1
ug/L
50.00
100
80-124
Surrogate: Dibromofluoromethane
49.2
ug/L
50.00
98
75-129
Surrogate: Toluene-d8
53.5
ug/L
50.00
107
77-123
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

1 0
Waypoint
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill
Attn: Alec Macbeth
231 Haywood Street
Asheville, NC 28801
Volatile Organic Compounds by GC/MS SIM - Quality Control
Level II QC Report
11 /23/20
Work Order: 0100081
Time Submitted: 10/8/2020 7:45:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch POJ0116 - 5030B
Blank (POJ0116-BLK1) Prepared & Analyzed: 10/08/20
1,4-Dioxane BRL 2.0 ug/L
LCS (POJ0116-BS1) Prepared &Analyzed: 10/08/20
1,4-Dioxane 49.1 2.0 ug/L 50.00 98 55-145
Matrix Spike (POJ0116-MS1) Source: 0100081-01 Prepared & Analyzed: 10/08/20
1,4-Dioxane 48.0 2.0 ug/L 50.00 7.03 82 55-145
Matrix Spike Dup (POJ0116-MSD1) Source: 0100081-01 Prepared & Analyzed: 10/08/20
1,4-Dioxane 48.5 2.0 ug/L 50.00 7.03 83 55-145 1 30
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

Level II QC Report
0int 11/23/20
Waypo
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Work Order: 0100081
Attn: Alec Macbeth Time Submitted: 10/8/2020 7:45:OOAM
231 Haywood Street
Asheville, NC 28801
Total Metals - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch POJ0152 - 7470A
Blank (POJ0152-BLK1)
Prepared & Analyzed: 10/09/20
Mercury
BRL 0.20 ug/L
LCS (POJ0152-BS1)
Prepared &Analyzed: 10/09/20
Mercury
9.11 0.20 ug/L
9.375 97 80-120
Matrix Spike (POJ0152-MS1)
Source: 0100081-01
Prepared & Analyzed: 10/09/20
Mercury
5.48 0.20 ug/L
9.375 BRL 58 80-120 MI
Matrix Spike Dup (POJ0152-MSD1)
Source: 0100081-01
Prepared & Analyzed: 10/09/20
Mercury
5.06 0.20 ug/L
9.375 BRL 54 80-120 8 20 MI
Post Spike (POJ0152-PS1)
Source: 0100081-01
Prepared & Analyzed: 10/09/20
Mercury
2.90 ug/L
5.000-0.0134 58 85-115 Ml, PS
Batch POJ0164 - 3005A
Blank (POJ0164-BLK1)
Prepared & Analyzed: 10/12/20
Arsenic
BRL
1.0
ug/L
Barium
BRL
2.0
ug/L
Cadmium
BRL
1.0
ug/L
Chromium
BRL
2.0
ug/L
Lead
BRL
1.0
ug/L
Selenium
BRL
5.0
ug/L
Silver
BRL
1.0
ug/L
LCS (POJ0164-BS1)
Prepared &Analyzed: 10/12/20
Arsenic
92.6
1.0
ug/L
100.0 93
80-120
Barium
90.5
2.0
ug/L
100.0 90
80-120
Cadmium
96.1
1.0
ug/L
100.0 96
80-120
Chromium
95.5
2.0
ug/L
100.0 96
80-120
Lead
97.9
1.0
ug/L
100.0 98
80-120
Selenium
94.9
5.0
ug/L
100.0 95
80-120
Silver
96.2
1.0
ug/L
100.0 96
80-120
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

1 0
Waypoint
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Attn: Alec Macbeth
231 Haywood Street
Asheville, NC 28801
Total Metals - Quality Control
Analyte
Batch POJ0164 - 3005A
Project: Madison Closed Landfill
Level II QC Report
11 /23/20
Work Order: 0100081
Time Submitted: 10/8/2020 7:45:OOAM
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Matrix Spike (POJ0164-MS1)
Source: 0100081-02
Prepared & Analyzed: 10/12/20
Arsenic
94.1
1.0
ug/L
100.0 BRL 94
75-125
Barium
150
2.0
ug/L
100.0 56.8 94
75-125
Cadmium
100
1.0
ug/L
100.0 BRL 100
75-125
Chromium
96.9
2.0
ug/L
100.0 BRL 97
75-125
Lead
99.6
1.0
ug/L
100.0 BRL 100
75-125
Selenium
94.4
5.0
ug/L
100.0 BRL 94
75-125
Silver
97.8
1.0
ug/L
100.0 BRL 98
75-125
Matrix Spike Dup (POJ0164-MSD1)
Source: 0100081-02
Prepared & Analyzed: 10/12/20
Arsenic
94.4
1.0
ug/L
100.0 BRL 94
75-125
0.2
20
Barium
149
2.0
ug/L
100.0 56.8 92
75-125
0.9
20
Cadmium
101
1.0
ug/L
100.0 BRL 101
75-125
0.9
20
Chromium
97.4
2.0
ug/L
100.0 BRL 97
75-125
0.6
20
Lead
99.5
1.0
ug/L
100.0 BRL 99
75-125
0.1
20
Selenium
91.9
5.0
ug/L
100.0 BRL 92
75-125
3
20
Silver
99.0
1.0
ug/L
100.0 BRL 99
75-125
1
20
Post Spike (POJ0164-PS1)
Source: 0100081-02
Prepared & Analyzed: 10/12/20
Arsenic
94.7
ug/L
100.0 0.0700 95
80-120
Barium
152
ug/L
100.0 56.8 95
80-120
Cadmium
99.8
ug/L
100.0 0.135 100
80-120
Chromium
97.6
ug/L
100.0 0.366 97
80-120
Lead
99.0
ug/L
100.0 0.149 99
80-120
Selenium
96.3
ug/L
100.0 -0.226 96
80-120
Silver
98.1
ug/L
100.0 0.00400 98
80-120
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
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 35

Level II QC Report
0int 11/23/20
Waypo
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Work Order: 0100081
Attn: Alec Macbeth Time Submitted: 10/8/2020 7:45:OOAM
231 Haywood Street
Asheville, NC 28801
Dissolved Metals - Quality Control
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch POJ0218 - 3005A
Blank (POJ0218-BLK1)
Prepared: 10/14/20 Analyzed: 10/23/20
Arsenic
BRL
1.0
ug/L
Barium
BRL
10
ug/L
Cadmium
BRL
1.0
ug/L
Chromium
BRL
2.0
ug/L
Lead
BRL
1.0
ug/L
Selenium
BRL
5.0
ug/L
Silver
BRL
1.0
ug/L
LCS (POJ0218-BS1)
Prepared: 10/14/20 Analyzed: 10/23/20
Arsenic
91.5
1.0
ug/L
100.0 92 80-120
Barium
91.9
10
ug/L
100.0 92 80-120
Cadmium
97.3
1.0
ug/L
100.0 97 80-120
Chromium
93.6
2.0
ug/L
100.0 94 80-120
Lead
95.8
1.0
ug/L
100.0 96 80-120
Selenium
96.5
5.0
ug/L
100.0 96 80-120
Silver
45.6
1.0
ug/L
100.0 46 80-120 L
Batch POJ0259 - 7470A
Blank (POJ0259-BLK1) Prepared & Analyzed: 10/15/20
Mercury BRL 0.20 ug/L
LCS (POJ0259-BS1) Prepared &Analyzed: 10/15/20
Mercury 9.44 0.20 ug/L 9.375 101 80-120
Matrix Spike (POJ0259-MS1) Source: 0100081-05 Prepared & Analyzed: 10/15/20
Mercury 9.40 0.20 ug/L 9.375 BRL 100 80-120
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 31 of 35

1 0
Waypoint
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Attn: Alec Macbeth
231 Haywood Street
Asheville, NC 28801
Dissolved Metals - Quality Control
Analyte
Project: Madison Closed Landfill
Level II QC Report
11 /23/20
Work Order: 0100081
Time Submitted: 10/8/2020 7:45:OOAM
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch POJ0259 - 7470A
Matrix Spike Dup (POJ0259-MSD1) Source: 0100081-05 Prepared & Analyzed: 10/15/20
Mercury 9.46 0.20 ug/L 9.375 BRL 101 80-120 0.6 20
Post Spike (POJ0259-PS1) Source: 0100081-05 Prepared & Analyzed: 10/15/20
Mercury 5.12 ug/L 5.000-0.0501 102 85-115
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 32 of 35

1 0
Waypoint
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Attn: Alec Macbeth
231 Haywood Street
Asheville, NC 28801
General Chemistry Parameters - Quality Control
Analyte
Project: Madison Closed Landfill
Level II QC Report
11 /23/20
Work Order: 0100081
Time Submitted: 10/8/2020 7:45:OOAM
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch POJ0269 - NO PREP
Blank (POJ0269-BLK1) Prepared & Analyzed: 10/15/20
Hardness BRL 5000 ug/L
LCS (POJ0269-BS1) Prepared &Analyzed: 10/15/20
Hardness 50000 5000 ug/L 50000 100 90-110
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone]
Page 33 of 35

Sample Extraction Data
Prep Method: 3005A
Lab Number
Batch
Initial
Final
Date/Time
0100081-04
POJ0218
50
mL
50 mL
10/14/20 10:20
0100081-05
POJ0218
50
mL
50 mL
10/14/20 10:20
Prep Method: 7470A
Lab Number
Batch
Initial
Final
Date/Time
0100081-04
POJ0259
20
mL
30 mL
10/15/20 11:56
0100081-05
POJ0259
20
mL
30 mL
10/15/20 11:56
Prep Method: 3005A
Lab Number
Batch
Initial
Final
Date/Time
0100081-01
POJ0164
50
mL
50 mL
10/12/20 8:30
0100081-02
POJ0164
50
mL
50 mL
10/12/20 8:30
0100081-03
POJ0164
50
mL
50 mL
10/12/20 8:30
0100081-04
POJ0164
50
mL
50 mL
10/12/20 8:30
0100081-05
POJ0164
50
mL
50 mL
10/12/20 8:30
0100081-06
POJ0164
50
mL
50 mL
10/12/20 8:30
0100081-07
POJ0164
50
mL
50 mL
10/12/20 8:30
Prep Method: 7470A
Lab Number
Batch
Initial
Final
Date/Time
0100081-01
POJ0152
20
mL
30 mL
10/09/20 12:50
0100081-02
POJ0152
20
mL
30 mL
10/09/20 12:50
0100081-03
POJ0152
20
mL
30 mL
10/09/20 12:50
0100081-04
POJ0152
20
mL
30 mL
10/09/20 12:50
0100081-05
POJ0152
20
mL
30 mL
10/09/20 12:50
0100081-06
POJ0152
20
mL
30 mL
10/09/20 12:50
0100081-07
POJ0152
20
mL
30 mL
10/09/20 12:50
Prep Method: 5030E
Lab Number
Batch
Initial
Final
Date/Time
0100081-01
POK0376
10
mL
10 mL
10/16/20 15:54
0100081-02
POK0376
10
mL
10 mL
10/16/20 15:54
0100081-03
POK0376
10
mL
10 mL
10/16/20 15:54
0100081-04
POK0376
10
mL
10 mL
10/16/20 15:54
0100081-05
POK0376
10
mL
10 mL
10/16/20 15:54
0100081-06
POK0376
10
mL
10 mL
10/16/20 15:54
0100081-07
POK0376
10
mL
10 mL
10/16/20 15:54
0100081-08
POK0376
10
mL
10 mL
10/16/20 15:54
Prep Method: 5030E
Lab Number
Batch
Initial
Final
Date/Time
0100081-01
POJ0116
5
mL
5 mL
10/08/20 10:00
0100081-02
POJ0116
5
mL
5 mL
10/08/20 10:00
0100081-03
POJ0116
5
mL
5 mL
10/08/20 10:00
0100081-04
POJ0116
5
mL
5 mL
10/08/20 10:00
0100081-05
POJ0116
5
mL
5 mL
10/08/20 10:00
0100081-06
POJ0116
5
mL
5 mL
10/08/20 10:00
0100081-07
POJ0116
5
mL
5 mL
10/08/20 10:00
This report should not be reproduced, except in its entirety, without the written consent of Waypoint Analytical.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 34 of 35

5
• 0
Waypoint.-
ANALYTICAL
449 SpSingbrook Road • Charlotte, NC 26217
Phone [phone] • Fax:[phone]
Client Company Name:A)n orGk&�
Report To/Contact Name: Ll (C
Reporting Address: 1,F, VLAAA wo pA S
CHAIN OF CUSTODY RECORD
PAGE I OF —L QU"OTn�,
E # TO ENSURE PROPER BILLING:
Project Name. M�tOL( �v
Short Hold Analysis s (No)ST Project: (Yes) No)
*Please ATTACH an roiect Ific reporting (QC LEVEL 1 II 111 fVT
provisions and/or QC Requirements
Invoice To: l nrnn n
Address:
YES NO N/A
Samples INTACT upon arrival?
Received IN ICE? f
PROPER PRESERVATIVES indicated? l
Received WITHIN HOLDING TIMES?
CUSTODY SEALS INTACT? / x
VOLATILES rec'd W/OUT HEADSPACE?
PROPER CONTAINERS used?
TEMP: Therm ID:6T 1s Observed 2 • I °C /Corr.7_ _ I °C
Phone: T2$'�"S1535 VI F,ax (Yes)(No)-:f t`'-'/�
Purchase Order No./Billing Reference CLj ��y'D� �j 'r UZ
TO BE FILLED IN BY CLIENT/SAMPLING PERSONNEL
Email Address: GL I/1/(aC � �� D19�
CCMA Requested Due Date ❑ 1 Day ❑ 2 Days ❑ 3 Days ❑ 4 Days ❑ 5 Days
Certification. NC , / SC
EDD Type: PDF ExcelOther
y���,l /d �
"Working Days" ❑ 6-9 Days CQ�andard 10 days ❑ Rush Work Must Be
r� Pre Approved
Other N/A
' _1
Site Location Name: (VICC/n.ifSD✓I � . � L� Samples received after 15:00 will be processed next business day.
business days,
✓
Site Location Physical Address: M6CK Ci.Q
L Turnaround time is based on excluding weekends and holidays.
Water Chlorinated:
YES_ NO
(SEE REVERSE FOR TERMS & CONDITIONS REGARDING SERVICES
RENDERED BY WAYPOINT ANALYTICAL, LLC TO CLIENT)
Samples Iced Upon Collection: YES NO_
CLIENT
DATE
TIME
COLLECTED
MATRIX
(SOIL,
SAMPLE CONTAINER
PRESERVA-
ANA YSIS REQUEST D c�
REMARKS
ID NO.
SAMPLE DESCRIPTION
COLLECTED
MILITARY
HOURS
WATER, OR
SLUDGE)
*TYPE
NO.
SIZE
TIMES
V
SEE BELOW
`
DJ 0LD-7A26ICD(0
[ID) to -v
03(o
Va
tr
3-
WA 1,10
X
o
02 �-7,06 (coke
1 � (o ?�0
� "I �D
0
) 61-,0-7 lcaz)
10
a
-
DO-207410a
i0 �v
13 3
is
dq
NC o
l0 !T?-0
bg31
S
05
i ou0 20?�lDo7-
i0 , f7Q
QL, + �dlo 11c%
lrL.
K
X
Xryj
K
LKW
-Mo07-006
to 3PIv
00VV
vo k
-
GI
cry
Sampler's Signature
Sampled By (Print Name) t1 I Q, Affiliation I
LAB USE ONLY
Upon relinquishing, 6 is Chain of Custody is your authorization
for Waypoint Analytical to proceed with the analyses as requested above. Any
changes must be
Site Arrival Time:
submitted in writing to the Waypoint Analytical Project
Manager. There will be charges for any changes after analyses have been initialized.
Relinquished By: (Sig tur
Received By: (Signatu e) Date Military/Hours Additional Comments: Site Departure Time:
—2 10
Relinquished y; ignature)
Re c ' e By: (i ri ure Date
d®
Field Tech Fee:
Relinquished By: (Sig ure) ^
Received For WaypointAnalytical By: Date02o
-
©��
Mileage:
NOTE: ALL SAMPLE COOLERS SHOULD BE TAPED SHUT WITH CUSTODY SEALS FOR TRANSPORTAT ON T THE LABO ORY. C ro No.
FMethodofS,himent:
SAMPLES ARE NOT ACCEPTED AND VERIFIED AGAINST CDC UNTIL RECEIVED AT THE LABORATOR .UPS
❑ Hand delivered ❑ Waypoint Analytical Field Service ❑Other V
lmv"v J. UJ I : lSKUUNLiWAI tK: UKIIV nIryV VYNI CK: AULlu VVAO I C: KGKA: t3KVV IVrLU LiAwuriLL U 1 r7CK:
o NC ❑ Sc ❑ NC ❑ sc ❑ NC o SC ❑ NC ❑ sC ❑ NC ❑ SC ❑ NC ❑ SC ❑ NC ❑ sc ❑ NC ❑ SC ❑ NC ❑ SC Page 35 of 35
*rnMTAIM9=0 TVoc r•nncc. A - A _ - n _ ni,.... ra= ci— 0 - ;--A r-.-, vnA - %1^1nfila nrnanics Anal%-;� /7..... u.. A c... —%