5802_Madison_MSWLF_March20GW_FID1417199_20200625

pNL+: ❑P�r Re;.ort []Electronic Data- Email CD pats loaded: Yes / No Doc/Event #.
C DENK Environmental Monitoring
Division of Waste Management - Solid Waste Reportin Form
Notice: This foim and any rnf ai ation aftached to It are "Pul5lic Reco s as defined in NC Gin-eraal Statute f 32-1._As such t�iese�ents 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)().
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
.Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
Anchor QF-A of North Carolina, PLLC
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Alec Macbeth
E-mail: amacbethManchoroea.00m
Facility name: Facility Address:
Madison County Closed Solid (89 Long Branch Road
Waste Facility Marshall, NC 28753
Phone: [phone]
NC Landfill Rule: Actual sampling dates (e.g.,
Facility Permit # (.0500 or .1600) October 20-24, 2006)
58-02 .0500 Ma rch 26, 2020
Environmental Status: (Check all that apply)
Initiai/Background Monitoring 0 Detection Monitoring Assessment Monitoring
T. ,e of data submitted: (Check all that apply)
X Groundwater monitoring data from monitoring wells Methane gas monitoring data
Groundwater monitoring data from private water supply wells ❑ Corrective action data (specify)
Leachate monitoring data ❑ Other(specify) . Surface water monitoring data
0 Corrective Action
Notification attached? _
RNo. 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 213 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 - - - - ---- - - -- - - - - - - --- — - -- - -
o the best of my knowledge, the information reportea and statements made on this data su m tia and arl.ac' ments are true an-; 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
Fa ' i Representative Name (Print) i tte
tY ep T. A__ _y Va June 25, 2020
Signature �'�1+� ►'1►� 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
828-281.3350
(Area Code) Telephone Number
Affix NC Licensed/ Processional Geologist Seal
#1 CAI?
�. SEAL 6
Cj
f� c 2205 �•; u,
��� • FR PA1y�-
oe��, atteao�

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

June 2020
Madison County Closed Solid Waste Facility, Permit No. 58-02
Spring 2020
Semiannual Water Quality Monitoring Report
Prepared for
Madison County, North Carolina
Post Office Box 579
Marshall, North Carolina 28753
Alec Macbeth, Macbeth, PG = �r SEAL
nt ?2205
Prepared by
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Ashen, North Carolina 28801
L.
r �t
Project dumber: C91 50001.01 �(�f: �'�
\\ashevillel\asheville\Projects\Madison County\Re �/►J�$- dosed\Text\5802_Madison Closed Spring 2020 Semiannual Water Quality
Report _062520.docx �j�0,

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........................................................................................................................................4
3.1 Groundwater.........................................................................................................................................................4
3.1.1 Field Parameters..................................................................................................................................5
3.1.2 RCRA Metals..........................................................................................................................................5
3.1.3 Appendix I VOCs and 1,4-Dioxane...............................................................................................5
3.2 Surface Water.......................................................................................................................................................6
3.2.1 Field Parameters..................................................................................................................................6
3.2.2 RCRA Metals..........................................................................................................................................6
3.2.3 Appendix I VOCs and 1,4-Dioxane...............................................................................................6
3.3 Site Hydrogeology..............................................................................................................................................6
4 Summary......................................................................................................................................7
4.1 Future Activities...................................................................................................................................................7
5 References...................................................................................................................................8
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
Spring 2020 Semiannual
Water Quality Monitoring Report i June 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
Spring 2020 Semiannual
Water Quality Monitoring Report ii June 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 first 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. As such, Anchor QEA did not
collect a sample from the residential well (DW-01) owned by Mrs. Edwards during the spring 2020
sampling event.
Spring 2020 Semiannual
Water Quality Monitoring Report 1 June 2020

2 Methods
Groundwater samples and a surface water sample were collected at the Closed Landfill by
Anchor QEA personnel on March 26, 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 Wells MW-01 OLD and BG SPRING OLD
Following initial field parameter collection, groundwater monitoring well MW-01 OLD and sampling
point BG SPRING OLD were each purged using a new disposable polyethylene bailer. MW-01 OLD
and BG SPRING OLD were purged and sampled with a disposable 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. Each
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-02 OLD, MW-03 OLD, and MW-04 OLD
Monitoring wells MW-02 OLD, MW-03 OLD, and MW-04 OLD were purged and sampled with a
bladder pump 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%
• Temperature, DO, and turbidity values within ± 10%
Spring 2020 Semiannual
Water Quality Monitoring Report 2 June 2020

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 Raleigh, 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
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.
Spring 2020 Semiannual
Water Quality Monitoring Report 3 June 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 (DENR 2014).
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.
• 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 (IMAQ 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.
3.1 Groundwater
The following sections summarize the results of field parameter and laboratory analyses of
groundwater samples collected on March 26, 2020.
Spring 2020 Semiannual
Water Quality Monitoring Report 4 June 2020

3. 7. 7 Field Parameters
The pH readings obtained from monitoring wells MW-01 OLD, MW-03 OLD, MW-04 OLD, and
BG-SPRING OLD (6.24 to 6.42 standard units [SU]) were less than the range for pH (6.5 to 8.5 SU)
specified in the 2L standard (Table 2). The pH reading obtained from monitoring wells MW-02 OLD
(6.81 SU) was within the 2L standard.
Turbidity in the monitoring wells ranged from 1.02 nephelometric turbidity units (NTU) in monitoring
well MW-03 OLD to 233 NTU in BG SPRING OLD. Measured DO values ranged from 1.37 milligrams
per liter (mg/L) in MW-03 OLD to 8.35 mg/L in MW-02 OLD. SC values ranged from 105.5
microsiemens per centimeter (pS/cm) in BG SPRING OLD to 868 pS/cm in MW-03 OLD. ORP values in
the monitoring wells ranged from -58.7 millivolts (mV) in MW-03 OLD to 233 mV in BG SPRING OLD
(Table 2). These parameters do not have established groundwater quality standards. Concentrations
of field parameters are generally consistent with historical concentrations.
3. 7.2 RCRA Metals
Five metals (arsenic, barium, chromium, lead, and selenium) were detected in groundwater samples
collected from one or more monitoring wells (Table 2). Two of these metals, barium and chromium,
were detected at concentrations that exceeded their associated groundwater protection standards.
Barium exceeded its 2L standard of 700 micrograms per liter (pg/L) in the samples collected from
MW-03 OLD (810 pg/L) and MW-04 OLD (720 pg/L). Chromium exceeded its 2L standard of 10 pg/L
in one well, BG SPRING OLD (11 pg/L). This well represents background water quality and the
presence of chromium may not be associated with the landfill. In addition, the sample showed an
elevated turbidity value which may affect the reported metal concentrations. The fall 2019 sampling
event showed lower metal concentrations and a lower turbidity value in the BG-SPRING OLD sample
(Anchor QEA 2020). The spring 2019 sampling event, however, showed similar metal concentrations
as well as an elevated turbidity value (Anchor QEA 2019).
3. 7.3 Appendix 1 VOCs and 1,4-Dioxone
Twelve VOCs (1,1-dichloroethane; 1,2-dichlorobenzene; cis- 1,2-dichloroethene; 1,4-dichlorobenzene;
1,4-dioxane; acetone; benzene; chlorobenzene; chloroethane; ethylbenzene; tetra hydrofu ran; and vinyl
chloride) were detected in groundwater samples collected from one or more of the monitoring wells
(Table 2). Of the detected compounds, two (benzene and vinyl chloride) were detected at
concentrations that exceeded the associated groundwater quality standard. The benzene exceedance
occurred in MW-03 OLD (2 pg/L) and vinyl chloride exceedance occurred in MW-01 OLD (0.41 J pg/L).
The VOC detections are generally consistent with historical data.
Spring 2020 Semiannual
Water Quality Monitoring Report 5 June 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 7.59 and 7.82 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 35.6 and 62.8 NTU, respectively. SW-02 OLD exceeded the
2B standard of 50 NTUs. These turbidity readings may have been affected by heavy rainfall
approximately 48 hours prior to the sampling event. The DO readings collected from SW-01 OLD and
SW-02 OLD were 11.62 and 12.55 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 105.9 and 135.1 pS/cm, respectively. The ORP values for these samples were
recorded at 151.6 and 94.3 mV (Table 2). These parameters do not have established surface water
quality standards.
3.2.2 RCRA Metals
Three metals (barium, chromium, and lead) were detected in the surface water samples. Lead was the
only constituent that exceeded its respective calculated 2B standard of 0.76 pg/L at location
SW-01 OLD (0.84 J pg/L) and SW-02 OLD (0.87 J pg/L) (Table 2). SW-01 OLD is the upstream
sampling location.
3.2.3 Appendix 1 VOCs and 1,4-Dioxane
Acetone was the only VOC detected in the samples collected from SW-01 OLD and SW-02 OLD at 5.2
and 3.3 pg/L respectively, which are less than the 2B standard of 2,000 kg/L. Acetone is a common
laboratory artifact. No other VOCs were detected in the surface water sample.
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 3.91, 6.39, 35.72, and 38.05 feet
below the top of the well casing (TOC), respectively (Appendix A).
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.
Spring 2020 Semiannual
Water Quality Monitoring Report 6 June 2020

4 Summary
Anchor QEA completed the first semiannual water quality monitoring event of 2020 at the
Closed Landfill on March 26, 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 (810 pg/L) and MW-04 OLD
(720 pg/L).
• The detected concentration of chromium from BG SPRING OLD exceeded its 2L standard of
10 pg/L (11 pg/L). BG SPRING OLD represents the background well at the Closed Landfill.
Therefore, the presence of chromium may not be associated with the landfill. The sample from
this monitoring well also exhibited several other metals in addition to the chromium
exceedance. These metal detections may be associated with the sample's elevated turbidity
(233 NTUs; Table 2).
• Two VOCs, benzene (2 pg/L) and vinyl chloride (0.41 J pg/L) were detected in the samples
collected from MW-03 OLD and MW-01 OLD respectively, at concentrations exceeding the
associated groundwater quality standards (2L standards).
• The measured depths to groundwater in the upper saturated zone within the topographic
drainages at the landfill ranged from 3.91 to 6.39 feet below TOC. The groundwater depths in
the bedrock monitoring wells at top of the ridge ranged from 35.72 to 38.05 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 October 2020.
Spring 2020 Semiannual
Water Quality Monitoring Report 7 June 2020

5 References
Anchor QEA (Anchor QEA of North Carolina, PLLC), 2019. Spring 2019 Semiannual Water Quality
Monitoring Report, Madison County Closed Solid Waste Facility, Permit No. 58-02,
June 30, 2019.
Anchor QEA, 2020. Fall 2019 Semiannual Water Quality Monitoring Report, Madison County Closed
Solid Waste Facility, Permit No. 58-02, January 6, 2020.
DENR (North Carolina Department of Environmental and Natural Resources, Division of Waste
Management), 2014. Memorandum Re: Groundwater, Surface Water, Soil, Sediment, and
Landfill Gas Electronic Document Submittal, November 5, 2014.
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
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.
Spring 2020 Semiannual
Water Quality Monitoring Report 8 June 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
03/26/2020
MW-01 OLD-20200326
X
X
X
58-02
MW-02 OLD
03/26/2020
MW-02 OLD-20200326
X
X
X
58-02
MW-03 OLD
03/26/2020
MW-03 OLD-20200326
X
X
X
58-02
MW-04 OLD
03/26/2020
MW-04 OLD-20200326
X
X
X
58-02
BG SPRING OLD
03/26/2020
BG SPRING OLD-20200326
X
X
X
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
03/26/2020
SW-01 OLD-20200326
X
X
X
X
58-02
SW-02 OLD
03/26/2020
SW-02 OLD-20200326
X
X
X
X
Quality Control Samples
Facility Permit
ID
Collect Date
Sample ID
Appendix I VOCs
EPA 8260B
58-02
TRIP BLANK
03/26/2020
TB-20200326
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.
EPA: U.S. Environmental Protection Agency
RCRA: Resource Conservation and Recovery Act
SM: standard method
SIM: selective ion monitoring
VOC: volatile organic compound
Spring 2020 Semiannual Water Quality Monitoring Report Page 1 of 1
Madison County Closed Municipal Solid Waste Landfill, Permit Number 58-02 June 2020

Table 2
Summary of Detected Constituents
Field Parameters
Water Level Depth (feet
Temperature ('Q
Dissolved oxygen (mg/L
ORP (nnV)
Turbidity (NTU)
pH (SU)
Specific Conductivity (µv
Other
Hardness as CaCO3
Metals (Ng/L)
Arsenic
Barium
Chromium
Lead
Selenium
Volatile Organics (Ng/L)
1,1-Dichloroethane
1,2-Dichlorobenzene
1,2-Dichloroethene, cis-
1,4-Dichlorobenzene
1,4-Dioxane
Acetone
Benzene
Chlorobenzene
Chloroethane
Ethylbenzene
Tetra hyd rofu ra n
Vinyl chloride
NC2L
Method NC21- IMAC
)Q
Field Measure
Field Measure
Field Measure
Field Measure
Field Measure
Field Measure
6.5-8.5
m)
Field Measure
SM2340C
SW6020
10
SW6020
700
SW6020
10
SW6020
15
SW6020
20
SW8260
6
SW8260
20
SW8260
70
SW8260
6
SW8260
3
SW8260
6000
SW8260
1
SW8260
50
SW8260
3000
SW8260
600
SW8260
SW8260
0.03
Location ID
Sample ID
Sample Date
Sample Type
Matrix
NC2B
BG SPRING OLD
BG SPRING OLD -
20200326
3/26/2020
N
WG
Groundwater Samples
Surface Water Samples
QC Sample
MW-01 OLD
MW-02 OLD
MW-03 OLD
MW-04 OLD
SW-01 OLD
SW-02 OLD
Field QC
MW-01 OLD-
20200326
MW-02 OLD-
20200326
MW-03 OLD-
20200326
MW-04 OLD-
20200326
SW-01 OLD-
20200326
SW-02 OLD-
20200326
TB-20200326
3/26/2020
3/26/2020
3/26/2020
3/26/2020
3/26/2020
3/26/2020
3/26/2020
N
N
N
N
N
N
TB
WG
WG
WG
WG
WS
WS
WQ
3.92
3.91
6.39
35.72
38.05
11.8
11.1
11.9
15.3
16.8
>_5.0
4.18
2.39
8.35
1.37
2.73
213.7
48
218.2
-58.7
70.2
<50
233
127
4.2
1.02
10
6.0-9.0
6.24
6.25
6.81
6.42
6.31
105.5
391.8
212.8
868
822
10
0.77 J
0.71 J
0.34 U
0.34 U
0.34 U
21000
130
350
57
810
720
*30.63
11
5.1
0.9U
0.9U
0.9U
*0.76
2.6
1.7
0.44 U
0.44 U
0.61 J
5
1.4 J
1.5 1
0.98 U
0.98 U
0.98 U
100
0.29 U
0.3 J
0.78
0.29 U
0.29 U
0.28 U
0.28 J
0.28 U
0.28 U
0.28 U
720
0.4U
1.1
0.4U
0.4U
0.4U
56
0.42 U
2.3
0.42 U
3.8
2
0.14U
2.6
0.14U
0.14U
0.14U
2000
0.7 U
2.7
2.9
0.7 U
3.1
51
0.34 U
0.43 J
0.34 U
2
0.54
140
0.34 U
1.5
0.34 U
6.6
4.3
0.43 U
0.5
0.43 U
0.65
0.87
97
0.31U
0.31U
0.31U
2
0.31U
0.68U
0.68U
0.68U
1.11
1.4J
2.4
0.47U
0.41J
0.47U
0.47U
0.47U
11.5
11.62
151.6
35.6
7.59
105.9
38
0.34 U
66
1.6 J
0.84 J
0.98 U
0.29 U
0.28 U
0.4 U
0.42 U
0.14 U
5.2
0.34 U
0.34 U
0.43 U
0.31 U
0.68 U
0.41 U
11.4
12.55
94.3
62.8
7.82
135.1
30
0.34 U
50
2.4 J
0.87 J
0.98 U
0.29 U
0.28 U
0.4 U
0.42 U
0.14 U
3.3
0.34 U
0.34 U
0.43 U
0.31 U
0.68 U
0.41 U
0.29 U
0.28 U
0.4 U
0.42 U
0.14 U
0.7 U
0.34 U
0.34 U
0.43 U
0.31 U
0.68 U
0.41 U
Spring 2020 Semiannual Water Quality Monitoring Report Page 1 of 2
Madison County Closed Municipal Solid Waste Landfill, Permit Number 58-02 June 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
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
Spring 2020 Semiannual Water Quality Monitoring Report Page 2 of 2
Madison County Closed Municipal Solid Waste Landfill, Permit Number 58-02 June 2020

Figures

;alp 4 _
CcM rye
Madison Sem O s" v
.1., \ � - � °O , . % ('N • 7 / 1. � , •.._
+ sloe— /� � v, �/ \� •.moo .✓,}�
- - /. • lam,✓ � „ `" l-• � -,.1 � ?-= j 1'
LEGEND: SOURCES:
Basemap: USGS 1:24,000 Scale Topo Maps, Marshall 0 2,000
Landfill Parcel Quadrangle, 1990
Parcels: Madison County GIS Feet
Publish Date: 2020/05/14, 6:26 PM I User: adowell
Filepath: Q:\Jobs\MadisonCounty_NC_1500\Maps\2020\AQ_F01_SiteLocationMap_ClosedLF_SpringWQ2020.mxd
ANCHOR Figure 1
0EA=_- Site Location Map
Anchor QEA of North Carolina, PLLC
Spring 2020 Semiannual Water Quality Report
Madison County Closed Municipal Solid Waste Landfill, Permit No. 58-02

.� r" t✓ ".
1��� +4 y'
".�
r FI ` k l
LEGEND:
Monitoring Well Location
Residential Well Location
(Not Sampled in Spring 2020
Because Owner Could Not
be Contacted)
-
Surface Water Sample Location
NOTE:
Monitoring well and surface water samples are
Q Landfill Parcel Boundary approximate.
Elevation Contours
(10-Foot Interval) SOURCES:
Basemap: NC One Map 2018
Roads Contours and Roads: NCDOT
Streams Streams: NC OneMap
Parcel Boundary: Madison County GIS
T
0 400
Feet
Publish Date: 2020/06/08, 4:20 PM I User: alesueur
Filepath:\\orcas\gis\Jobs\MadisonCounty_NC_1500\Maps\2020\AQ_F02_SampleLocation Map_Closed LF_SpringWQ2020.mxd
ANCHOR Figure 2
QEA- Sample Location Map
Anchor QEA of North Carolina, PLLC
Spring 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

kZANCHOR
QEA
Well Sampling Log
Date: �f2,�J 1.2o Well Name: MW-01 OLD
Project Name: Madison County Landfill - Closed
11
Project Number: C91500-01.01 Task 02
Weather:
Sampling Personnel: C. Lohmeyer / M. Kemp
Sample Time:
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: 1 fe, k"01 feet
Screen Interval: --
(WD) - (WL) = (LWC)
Flush Mount / t Up
One Casing Volume: Z r S 7 gallons
Comments:
(LWC) x (WCV)
Three Casing Volumes: �s gallons
Tagged
Actual Volume Purged: gallons
bottom at
Well Casing Volumes (WCV)
1" = 0.041 Gal/Ft
2" - .17 Ga /Ft 3" = 0.38 Gal/Ft 4" = 0.66 Gal/Ft 6" = 1.5 Gal/Ft 8" = 2.6 Gal/Ft 12" = 5.8 Gal/Ft
ailer-Disp.
Purge Method: (Bailer-Dis
Ba eflon Dedicated Pump Whale Pump Grundfos Other.
Bailer -Teflon Dedicated Pump Whale Pump Grundfos Other.
Sample Method:
OxldaHon
Gallons
Temp
Dissolved
Specific Cond. pH (S.U.)
Reduction
Turbidity
Reading
Time
Purged
CC)
Oxygen (mg/L)
(pS/cm) reportto 0.7 S.U.
Potential (mV)
(NTU)
Comments
1 (0to..
0
istl.l.
3 f
A,r,
[110 3'Z
4 44"k,r
(p Z.
qS-
i! Z?
5
6
7
j
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: __(2Y I Lock: Vegetatiori Access:
Sampling Personnel Signature: Date:
initial if well information and sampling data has been verified _
well was tagged after sampling was complete

ANCHORIt fll�
QEA
Low -Flow Sampling Log
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Project Name:�� �� }�� Project Number:
Location: Date: GJ$i1R )V �+
Sampling Personnel: `1 �>� 4,, _ Weather:
Well ID: M f1� �j(r� — Arrive at Well:
Screen Interval: _ bgs Start Time:
Depth to Water. �A toc Sample Time:
Stickup: ! Finish Sample Time:
Depth of Pump Intake: — 3 S toc Leave Well:
Drawdown Set: T 0 toc Well Diameter:
Pump Used (circle): Pe&ic Bladder Other (description):
Comments: ? vv �A
�', �,s�V •• Ol� 6l
— 3.1Z-16 �►tf� _ Tci3 _ 02
r
S—br j"101)
Dp� JPS
oq L f S
�Ei ss
�Lm
Time
DTW (feet)
Temp (°C) Specific Cond. (pS) DO (mg/L)
PH (S.U.)
report to 0.1 S.U. ORP (mV) Turbidity (NTU)
012- E, 21$, (a 90
11
o1� TW) L ? I ig.y_. 9
(9132- 2-12. -7 %•4I2,
013, I1.9 ��-.� ,35
2-L 3.17
Ji# .7- IL L
441 n'. 7- `13-3
PO 21-1 Y tz
�.�r 2��. Z 4(.2.a -
Time between recharge during sample collection:
Sampling Personnel Signature:
Date: �D
Notes:
Stabilization
3 successive readings, 3 minutes apart:
within +/- 10% DO and turbidity, +/- 3% Conductivity,, +/- 0.7 pH unit +/- 10 mV for ORP
from EPA - Low -Flow (Minimal Drowdown) Groundwater Sampling Procedures, April 1996 (Rev 2010)
Samples are analyzed immediately upon collection.
uS: micro-Siemen
°C: degrees Celsius
bgs: below ground surface
DO: dissolved oxygen
mg/L: milligrams per liter
mv: millivolt
NTU: nephelometdc turbidity units
ORP: oxidation reduction potential
S.U.: standard units
toc: top of casing
Page 1 of 1

ANCHOR
QEA
Low -Flow Sampling Log Date: ;: f Well Name: MW-03 OLD
Project Name: Madison County Landfill - Closed Project Number: C91500-01.01 Task 02
Location: Marshall, NC
Personnel: C. Lohmeyer / M. Kemp Weather: 5-� .
Well Information:
Screen Interval: 44-49 _ bgs Arrive at Well: CQ
Depth to Water: 3 toc Start Time:
Well Diameter: 2 _ in Sample Time: LO3
Pump Intake: 45 toc Finish Sample Time: elf
Drawdown Set: toc Leave Well: GB l 0
Pump Used (circle): Peristaltic Bladder Other (description):
Comments: Purge Rate:
Tagged bottom at: 49.0 Total Purge Volume:
Pump Speed: 72-1
Time
DTW
(feet)
Temp
VQ
DO
(mg/L)
Specific Cond.
(p5)
pH (S.U.)
report to D.T.
ORP
(mV)
Turbidity
(NTU)
Comments
-
J�5-?-
3
Ljo
Z -
A&
1. 3 q
- 3 7
�k - -� �31 - �
s(,,La . 6.39 _` -0
io -7 —s2 - 2
$ la . t
9(07 (vey ( s-j. k
-'D
.�a
_
2
1
i
1-2
4
. 2
1 0-5-D
-_LQ-5..3.
S 5" IS-S
35- e- 3
o.R b
Time between recharge during sample collection:
Sampling Personnel Signature:
Date:
Notes:
Stabilization
3 successive readings, 3 minutes apart:
within +/- 70% DO and turbidity, +/- 3% Conductivity,, +/- 0.7 pH unit; +/- 10 mV for ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2010)
Samples are analyzed immediately upon collection.
VS: micro-Siemen
°C: degrees Celsius
bgs: below ground surface
DO: dissolved oxygen
mg/L: milligrams per liter
mv: millivolt
NTU: nephelometric turbidity units
ORP: oxidation reduction potential
S.U.: standard units
toc: top of casing
initial if well information and sampling data has been verified _
well was tagged after sampling was complete

kZANCHOR
QEA
Low -Flow Sampling Log
Date: � I ?J, I7 r7 Well Name: MW-04 OLD
Project Name: Madison County Landfill - Closed Project Number: C 1500-01.01 Task 02
Location: Marshall, NC
Personnel: C. Lohmeyer / M. Kemp Weather: ��31SWth
Well Information:
Screen Interval: 70-90 bgs Arrive at Well: (()5
Depth to Water: r 115 toc Start Time:
Well Diameter: 2 in Sample Time:--" —
Pump Intake: 80 toc Finish Sample Time: ( f Sly
Drawdown Set: toc Leave Well:45,
Pump Used (circle): Peristaltic Bladder Other (description):
Comments: Purge Rate: 1 0 L�wti��
Tagged bottom at: Total Purge Volume: N
Pump Speed: d
Time
DTW Temp
(feet) (°C)
DO
(mg/0
Specific Cond.
(PS)
pH (S.U.) ORP
report to 0.1. (mN)
Turbidity
(NTU)
Comments
f f07-T.010`[
i "J.— He-
l'o` (VA47.i7�
ISk. 7._
I W6.7 T
2--
[v� 3
7,01
2 ?
2��3
t 3
-o
94
�.
2
12
c42 ,
1.2
ff
-. G
(lo .
-21
2
(o `�
o. 1
.3�
70 -
a
Time between recharge during sample collection:
Sampling Personnel Signature:
Date:
Notes:
Stabilization
3 successive readings, 3 minutes apart:
within +/- 70% DO and turbidity,- +/- 3% Conductivity,
+/- 0.1 pH unit,• +/- 10 mV (or ORP
from EPA - Low -Flow (Minimal Drawdown) Groundwater Sampling Procedures, April 1996 (Rev 2010)
Samples are analyzed immediately upon collection.
NS: micro-Siemen
mv: millivolt
°C: degrees Celsius
NTU: nephelometric turbidity units
bgs: below ground surface
ORP: oxidation reduction potential
DO: dissolved oxygen
S.U.: standard units
mg/L: milligrams per liter
toc: top of casing
initial if well information and sampling data has been verified
well was tagged after sampling was complete

ANCHOR
QEA
Well Sampling Log
Date: '1� i 7A, /�_,, Well Name: BIG -SPRING OLD
Project Name: Madison County Landfill - Closed
Project Number: C91500-01.01 Task 02
— Weather.
Sampling Personnel: C. Lohmeyer / M. Kemp
Sample Time:
Well Information:
Well Depth in Feet (WD):
14.3
Well Diameter: 2"
Water Level in Feet (WL):
q <2—
Type of Casing: PVC
Length of Water Column:
• 3 g feet
Screen Interval: --
(WD) - (WL) = (LWC)
Flush Mount / Stick -Up
One Casing Volume:
I . 7 gallons
Comments:
(LWC) x (WCV)
Three Casing Volumes:
5 Z gallons
Tagged
Actual Volume Purged:
A,- gallons
��
bottom at:
Well Casing Volumes (WCV)
1" = 0.041 Gal/Ft
2" = 17 Gal/ 3" = 0.38
Gal/Ft 4" = 0.66 Gal/Ft 6" = 1.5 Gal/Ft 8" = 2.6 Gal/Ft 12" = 5.8 Gal/Ft
Purge Method: Bailer-Disp.
Bailer -Teflon Dedicated Pump Whale Pump Grundfos Other:
Sample Method: Bailer-Disp.
Bailer -Teflon Dedicated Pump Whale Pump Grundfos Other:
Oxidation
Gallons
Temp Dissolved
Specific Cond. pH (S.U.)
Reduction
Turbidity
Reading
Time .
Purged
(°C) Oxygen (mg/L)
(PS/cm) report to 0.1 S.U.
Potential (mV)
(NTU) Comments
1
2
!2 Z� .i�.
0-©. —�. 0
( ,a . 2
( �G
11 b iP,
�J_]_
( �1e.
2
2(0
-
4_...1..L.
�r
24.-7
23
5
6
7
8
9
10
Notes:
Samples are analyzed immediately upon collection.
°C: degrees Celsius
uS/cm: micro-Siemen per centimeter
mg/L: milligrams per liter
mV: millivolt
NTU: nephelometric turbidity units
S.U.: Standard Units
Protective Casing: V Pad: ✓ Lock: Vegetation: _X_ Access: — Fes`
Sampling Personnel Signature: Date: ur"j
initial if well information and sampling data has been verified _
well was tagged after sampling was complete

4-0 ANCHOR
QE
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: C91500-01.01 Task 02
Sampling Personnel: C. LOhmeyer / M. Kemp
Sample Name: SW-01 OLD
Comments: �� 3
Date:
Weather.
+�
W
Sample Method:
Grab
Syringe
Pump
Bailer-Disp.
Other:
Time Temp (°C)
Dissolved
Oxygen (mg/L)
Specific Cond.
his/cm)
pH (S.U.)
report to 0.1 S.U.
Oxidation
Reduction
Potential (mV)
Turbidity
(NTU)
Comments
1,2-oSl 11. S
1 I.- ry z
-7, sq
l sl (,-2
�b
Sampling Container
Number of Containers
Requested Analysis
300 mL Plastic
250 mL Plastic
125 mL Plastic
40 mL Glass
Lo
L4
1 L Glass
Other
Vegetation:Access:
Sampling Personnel Signature: 01
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
Date:
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
QFA �.
iurface Water Sampling Log
Anchor QEA of North Carolina, PLLC
231 Haywood Street
Asheville, North Carolina 28801
Project Name: Madison County Landfill - Closed
Project Number: C91500-01.01 Task 02
Sampling Personnel: C. Lohmeyer / M. Kemp
Sample Name: SW-02 OLD
Comments: 3
Date: 1.7
Weather: (�
Sample Method: Grab Syringe
Pump
Bailer-Disp. Other:
Time
Temp (°C)
Dissolved
Oxygen (mg/L)
Specific Cond.
(PS/cm)
pH (S.U.)
report to 0.1 S.U.
Oxidation
Reduction
Potential (mV)
Turbidity
(NTU)
Comments
l
Sampling Container
Number of Containers
Requested Analysis
i00 mL Plastic
250 mL Plastic
2
y a �_ V1.
125 mL Plastic
40 mL Glass
1 L Glass
Other
Vegetation: Access:
Sampling Personnel Signature:CP::::Ii Date: 3 1 Z'W v0
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
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

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: 03/27/2020
Work Order: 0030354
Case Narrative
4/6/20 11:21
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).
M Matrix spike 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 32

0Sample
Waypoint..
ANALYTICAL
Receipt Summary
04/06/2020
Work Order: 0030354
Client Sample ID
Lab Sample ID
Matrix
Date/Time Sampled
Date/Time Received
MW-01 OLD 20200326
0030354-01
Water
03/26/20
10:09
03/27/20
8:35
MW-02 OLD 20200326
0030354-02
Water
03/26/20
9:35
03/27/20
8:35
MW-03 OLD 20200326
0030354-03
Water
03/26/20
10:53
03/27/20
8:35
MW-04 OLD 20200326
0030354-04
Water
03/26/20
11:28
03/27/20
8:35
BG-SPRING OLD 20200326
0030354-05
Water
03/26/20
12:56
03/27/20
8:35
SW-02 OLD - 20200326
0030354-06
Water
03/26/20
12:05
03/27/20
8:35
SW-01 OLD - 20200326
0030354-07
Water
03/26/20
11:50
03/27/20
8:35
TB-20200326
0030354-08
Water
03/26/20
0:00
03/27/20
8:35
Samples were received in good condition at 2.0 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 32

Summary of Detections
Way
04/06/202C
poi
nt
Work Order:
0030354
ANALYTICAL
Prism ID
Client ID
Parameter
Method
Result
Units
0030354-01
MW-01 OLD 20200326
Arsenic
6020B
0.71
J
ug/L
0030354-01
MW-01 OLD 20200326
Barium
6020B
350
ug/L
0030354-01
MW-01 OLD 20200326
Chromium
6020B
5.1
ug/L
0030354-01
MW-01 OLD 20200326
Lead
6020B
1.7
ug/L
0030354-01
MW-01 OLD 20200326
Selenium
6020B
1.5
J
ug/L
0030354-01
MW-01 OLD 20200326
1,1-Dichloroethane
8260D
0.30
J
ug/L
0030354-01
MW-01 OLD 20200326
1,2-Dichlorobenzene
8260D
0.28
J
ug/L
0030354-01
MW-01 OLD 20200326
1,4-Dichlorobenzene
8260D
2.3
ug/L
0030354-01
MW-01 OLD 20200326
Acetone
8260D
2.7
CCVL,
ug/L
J
0030354-01
MW-01 OLD 20200326
Benzene
8260D
0.43
J
ug/L
0030354-01
MW-01 OLD 20200326
Chlorobenzene
8260D
1.5
ug/L
0030354-01
MW-01 OLD 20200326
Chloroethane
8260D
0.50
ug/L
0030354-01
MW-01 OLD 20200326
cis-1,2-Dichloroethylene
8260D
1.1
ug/L
0030354-01
MW-01 OLD 20200326
Vinyl chloride
8260D
0.41
J
ug/L
0030354-01
MW-01 OLD 20200326
1,4-Dioxane
8260D SIM
2.6
ug/L
0030354-02
MW-02 OLD 20200326
Barium
6020B
57
ug/L
0030354-02
MW-02 OLD 20200326
1,1-Dichloroethane
8260D
0.78
ug/L
0030354-02
MW-02 OLD 20200326
Acetone
8260D
2.9
CCVL,
ug/L
J
0030354-03
MW-03 OLD 20200326
Barium
6020B
810
ug/L
0030354-03
MW-03 OLD 20200326
1,4-Dichlorobenzene
8260D
3.8
ug/L
0030354-03
MW-03 OLD 20200326
Benzene
8260D
2.0
ug/L
0030354-03
MW-03 OLD 20200326
Chlorobenzene
8260D
6.6
ug/L
0030354-03
MW-03 OLD 20200326
Chloroethane
8260D
0.65
ug/L
0030354-03
MW-03 OLD 20200326
Ethylbenzene
8260D
2.0
ug/L
0030354-03
MW-03 OLD 20200326
Tetrahydrofuran
8260D
1.1
J
ug/L
0030354-04
MW-04 OLD 20200326
Barium
6020B
720
ug/L
0030354-04
MW-04 OLD 20200326
Cadmium
6020B
0.22
J
ug/L
0030354-04
MW-04 OLD 20200326
Lead
6020B
0.61
J
ug/L
0030354-04
MW-04 OLD 20200326
1,4-Dichlorobenzene
8260D
2.0
ug/L
0030354-04
MW-04 OLD 20200326
Acetone
8260D
3.1
CCVL,
ug/L
J
0030354-04
MW-04 OLD 20200326
Benzene
8260D
0.54
ug/L
0030354-04
MW-04 OLD 20200326
Chlorobenzene
8260D
4.3
ug/L
0030354-04
MW-04 OLD 20200326
Chloroethane
8260D
0.87
ug/L
0030354-04
MW-04 OLD 20200326
Tetrahydrofuran
8260D
1.4 J
ug/L
0030354-05
BG-SPRING OLD 20200326
Arsenic
6020B
0.77 J
ug/L
0030354-05
BG-SPRING OLD 20200326
Barium
6020B
130
ug/L
0030354-05
BG-SPRING OLD 20200326
Chromium
6020B
11
ug/L
0030354-05
BG-SPRING OLD 20200326
Lead
6020B
2.6
ug/L
0030354-05
BG-SPRING OLD 20200326
Selenium
6020B
1.4 J
ug/L
0030354-06
SW-02 OLD - 20200326
Hardness
SM2340 C
30000
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 32

(D
Way po 0nt.
ANALYTICAL
Summary of Detections
04/06/202C
Work Order: 0030354
Prism ID
Client ID
Parameter
Method
Result
Units
0030354-06
SW-02 OLD - 20200326
Barium
6020B
50
ug/L
0030354-06
SW-02 OLD - 20200326
Chromium
6020B
2.4
J
ug/L
0030354-06
SW-02 OLD - 20200326
Lead
6020B
0.87
J
ug/L
0030354-06
SW-02 OLD - 20200326
Acetone
8260D
3.3
CCVL,
ug/L
J
0030354-07
SW-01 OLD - 20200326
Hardness
SM2340 C
38000
ug/L
0030354-07
SW-01 OLD - 20200326
Barium
6020B
66
ug/L
0030354-07
SW-01 OLD - 20200326
Chromium
6020B
1.6
J
ug/L
0030354-07
SW-01 OLD - 20200326
Lead
6020B
0.84
J
ug/L
0030354-07
SW-01 OLD - 20200326
Acetone
8260D
5.2
CCVL
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 4 of 32

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
04/06/2020
Client Sample ID: MW-01 OLD 20200326
Sample ID: 0030354-01
Work Order: 0030354
Time Collected: 03/26/20 10:09
Time Submitted: 03/27/20 08:35
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
3/30/20 13:52 JAB
P000561
Arsenic
0.71
J
ug/L
10
1.0
0.34
1
6020B
3/31/20 21:17 MMR
P000556
Barium
350
ug/L
100
10
3.2
1
6020B
3/31/20 21:17 MMR
P000556
Cadmium
<0.22
ug/L
1
1.0
0.22
1
6020B
3/31/20 21:17 MMR
P000556
Chromium
5.1
ug/L
10
3.0
0.90
1
6020B
3/31/20 21:17 MMR
P000556
Lead
1.7
ug/L
10
1.0
0.44
1
6020B
3/31/20 21:17 MMR
P000556
Selenium
1.5
J
ug/L
10
5.0
0.98
1
6020B
3/31/20 21:17 MMR
P000556
Silver
<0.34
ug/L
10
1.0
0.34
1
6020B
3/31/20 21:17 MMR
P000556
Volatile Organic Compounds by GC/MS
1, 1, 1,2-Tetrachloroethane
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 16:38 JLB
P000545
1, 1, 1 -Trichloroethane
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 16:38 JLB
P000545
1,1,2,2-Tetrachloroethane
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 16:38 JLB
P000545
1,1,2-Trichloroethane
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 16:38 JLB
P000545
1,1-Dichloroethane
0.30
J
ug/L
5
0.50
0.29
1
8260D
3/27/20 16:38 JLB
P000545
1,1-Dichloroethylene
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 16:38 JLB
P000545
1,2,3-Trichloropropane
<0.34
ug/L
1
1.0
0.34
1
8260D
3/27/20 16:38 JLB
P000545
1,2-Dibromo-3-chloropropane
<0.59
ug/L
13
2.0
0.59
1
8260D
3/27/20 16:38 JLB
P000545
1,2-Dibromoethane
<0.37
ug/L
1
0.50
0.37
1
8260D
3/27/20 16:38 JLB
P000545
1,2-Dichlorobenzene
0.28
J
ug/L
5
0.50
0.28
1
8260D
3/27/20 16:38 JLB
P000545
1,2-Dichloroethane
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 16:38 JLB
P000545
1,2-Dichloropropane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 16:38 JLB
P000545
1,4-Dichlorobenzene
2.3
ug/L
1
0.50
0.42
1
8260D
3/27/20 16:38 JLB
P000545
Acetone
2.7
CC
ug/L
100
5.0
0.70
1
8260D
3/27/20 16:38 JLB
P000545
VL,
J
Acrylonitrile
<0.85
ug/L
200
20
0.85
1
8260D
3/27/20 16:38 JLB
P000545
Benzene
0.43 J
ug/L
1
0.50
0.34
1
8260D
3/27/20 16:38 JLB
P000545
Bromochloromethane
<0.53
ug/L
3
2.0
0.53
1
8260D
3/27/20 16:38 JLB
P000545
Bromodichloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 16:38 JLB
P000545
Bromoform
<0.26
ug/L
3
1.0
0.26
1
8260D
3/27/20 16:38 JLB
P000545
Bromomethane
<0.48
ug/L
10
1.0
0.48
1
8260D
3/27/20 16:38 JLB
P000545
Carbon disulfide
<0.36
ug/L
100
5.0
0.36
1
8260D
3/27/20 16:38 JLB
P000545
Carbon Tetrachloride
<0.55
ug/L
1
2.0
0.55
1
8260D
3/27/20 16:38 JLB
P000545
Chlorobenzene
1.5
ug/L
3
0.50
0.34
1
8260D
3/27/20 16:38 JLB
P000545
Chloroethane
0.50
ug/L
10
0.50
0.43
1
8260D
3/27/20 16:38 JLB
P000545
Chloroform
<0.48
ug/L
5
0.50
0.48
1
8260D
3/27/20 16:38 JLB
P000545
Chloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 16:38 JLB
P000545
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 32

Laboratory Report
A i • .0 04/06/2020
- -ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: MW-01 OLD 20200326
Attn: Alec Macbeth Sample ID: 0030354-01
231 Haywood Street Work Order: 0030354
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/26/20 10:09
Time Submitted: 03/27/20 08:35
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
cis-1,2-Dichloroethylene
1.1
ug/L
5
0.50
0.40
1
8260D
3/27/20 16:38 JLB
P000545
cis- 1,3-Dichloropropylene
<0.36
ug/L
1
0.50
0.36
1
8260D
3/27/20 16:38 JLB
P000545
Dibromochloromethane
<0.42
ug/L
3
0.50
0.42
1
8260D
3/27/20 16:38 JLB
P000545
Dibromomethane
<0.54
ug/L
10
2.0
0.54
1
8260D
3/27/20 16:38 JLB
P000545
Ethylbenzene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 16:38 JLB
P000545
m,p-Xylenes
<0.73
ug/L
NE
1.0
0.73
1
8260D
3/27/20 16:38 JLB
P000545
Methyl Butyl Ketone (2-Hexanone)
<0.29
ug/L
50
5.0
0.29
1
8260D
3/27/20 16:38 JLB
P000545
Methyl Ethyl Ketone (2-Butanone)
<0.78
ug/L
100
5.0
0.78
1
8260D
3/27/20 16:38 JLB
P000545
Methyl Iodide
<0.41
ug/L
10
5.0
0.41
1
8260D
3/27/20 16:38 JLB
P000545
Methyl Isobutyl Ketone
<0.40
ug/L
100
5.0
0.40
1
8260D
3/27/20 16:38 JLB
P000545
Methylene Chloride
<0.40
ug/L
1
1.0
0.40
1
8260D
3/27/20 16:38 JLB
P000545
o-Xylene
<0.40
ug/L
NE
0.50
0.40
1
8260D
3/27/20 16:38 JLB
P000545
Styrene
<0.26
ug/L
1
0.50
0.26
1
8260D
3/27/20 16:38 JLB
P000545
Tetrachloroethylene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 16:38 JLB
P000545
Tetrahydrofuran
<0.68
ug/L
NE
10
0.68
1
8260D
3/27/20 16:38 JLB
P000545
Toluene
<0.35
ug/L
1
0.50
0.35
1
8260D
3/27/20 16:38 JLB
P000545
trans- 1,2-Dichloroethylene
<0.27
ug/L
5
0.50
0.27
1
8260D
3/27/20 16:38 JLB
P000545
trans- 1,3-Dichloropropylene
<0.49
ug/L
1
0.50
0.49
1
8260D
3/27/20 16:38 JLB
P000545
trans- 1,4-Dichloro-2-butene
<0.22
ug/L
100
10
0.22
1
8260D
3/27/20 16:38 JLB
P000545
Trichloroethylene
<0.46
ug/L
1
0.50
0.46
1
8260D
3/27/20 16:38 JLB
P000545
Trichlorofluoromethane
<0.24
ug/L
1
0.50
0.24
1
8260D
3/27/20 16:38 JLB
P000545
Vinyl acetate
<0.26
ug/L
50
2.0
0.26
1
8260D
3/27/20 16:38 JLB
P000545
Vinyl chloride
0.41 J
ug/L
1
0.50
0.41
1
8260D
3/27/20 16:38 JLB
P000545
Xylenes, total
<1.1
ug/L
5
1.5
1.1
1
8260D
3/27/20 16:38 JLB
P000545
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
101 % 80-124
Dibromofluoromethane
102 % 75-129
Toluene-d8
98 %
77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
2.6
ug/L
10
2.0
0.14
1
8260D SIM
3/27/20 14:44 TBL
P000537
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 6 of 32

.
Laboratory Report
• �
Waynt.�
04/06/2020
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Project: Madison Closed Landfill
Client Sample ID:
MW-02 OLD 20200326
Attn: Alec Macbeth
Sample ID: 0030354-02
231 Haywood Street
Work Order: 0030354
Asheville, NC 28801
Sample Matrix: Water
Time Collected: 03/26/20 09:35
Time Submitted:
03/27/20 08:35
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
3/30/20 13:56 JAB
P000561
Arsenic
<0.34
ug/L
10
1.0
0.34
1
6020B
3/31/20 20:57 MMR
P000556
Barium
57
ug/L
100
10
3.2
1
6020B
3/31/20 20:57 MMR
P000556
Cadmium
<0,22
ug/L
1
1.0
0.22
1
6020B
3/31/20 20:57 MMR
P000556
Chromium
<0.90
ug/L
10
3.0
0.90
1
6020B
3/31/20 20:57 MMR
P000556
Lead
<0.44
ug/L
10
1.0
0.44
1
6020B
3/31/20 20:57 MMR
P000556
Selenium
<0.98
ug/L
10
5.0
0.98
1
6020B
3/31/20 20:57 MMR
P000556
Silver
<0.34
ug/L
10
1.0
0.34
1
6020B
3/31/20 20:57 MMR
P000556
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 17:03 JLB
P000545
1, 1, 1 -Trichloroethane
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 17:03 JLB
P000545
1,1,2,2-Tetrachloroethane
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 17:03 JLB
P000545
1,1,2-Trichloroethane
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 17:03 JLB
P000545
1,1-Dichloroethane
0.78
ug/L
5
0.50
0.29
1
8260D
3/27/20 17:03 JLB
P000545
1,1-Dichloroethylene
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 17:03 JLB
P000545
1,2,3-Trichloropropane
<0.34
ug/L
1
1.0
0.34
1
8260D
3/27/20 17:03 JLB
P000545
1,2-Dibromo-3-chloropropane
<0.59
ug/L
13
2.0
0.59
1
8260D
3/27/20 17:03 JLB
P000545
1,2-Dibromoethane
<0.37
ug/L
1
0.50
0.37
1
8260D
3/27/20 17:03 JLB
P000545
1,2-Dichlorobenzene
<0.28
ug/L
5
0.50
0.28
1
8260D
3/27/20 17:03 JLB
P000545
1,2-Dichloroethane
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 17:03 JLB
P000545
1,2-Dichloropropane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 17:03 JLB
P000545
1,4-Dichlorobenzene
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 17:03 JLB
P000545
Acetone
2.9
CC ug/L
100
5.0
0.70
1
8260D
3/27/20 17:03 JLB
P000545
VL,
J
Acrylonitrile
<0.85
ug/L
200
20
0.85
1
8260D
3/27/20 17:03 JLB
P000545
Benzene
<0.34
ug/L
1
0.50
0.34
1
8260D
3/27/20 17:03 JLB
P000545
Bromochloromethane
<0.53
ug/L
3
2.0
0.53
1
8260D
3/27/20 17:03 JLB
P000545
Bromodichloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 17:03 JLB
P000545
Bromoform
<0.26
ug/L
3
1.0
0.26
1
8260D
3/27/20 17:03 JLB
P000545
Bromomethane
<0.48
ug/L
10
1.0
0.48
1
8260D
3/27/20 17:03 JLB
P000545
Carbon disulfide
<0.36
ug/L
100
5.0
0.36
1
8260D
3/27/20 17:03 JLB
P000545
Carbon Tetrachloride
<0.55
ug/L
1
2.0
0.55
1
8260D
3/27/20 17:03 JLB
P000545
Chlorobenzene
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 17:03 JLB
P000545
Chloroethane
<0.43
ug/L
10
0.50
0.43
1
8260D
3/27/20 17:03 JLB
P000545
Chloroform
<0.48
ug/L
5
0.50
0.48
1
8260D
3/27/20 17:03 JLB
P000545
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 32

Laboratory Report
A i • .0 04/06/2020
- -ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: MW-02 OLD 20200326
Attn: Alec Macbeth Sample ID: 0030354-02
231 Haywood Street Work Order: 0030354
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/26/20 09:35
Time Submitted: 03/27/20 08:35
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Chloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 17:03 JLB
P000545
cis- 1,2-Dichloroethylene
<0.40
ug/L
5
0.50
0.40
1
8260D
3/27/20 17:03 JLB
P000545
cis- 1,3-Dichloropropylene
<0.36
ug/L
1
0.50
0.36
1
8260D
3/27/20 17:03 JLB
P000545
Dibromochloromethane
<0.42
ug/L
3
0.50
0.42
1
8260D
3/27/20 17:03 JLB
P000545
Dibromomethane
<0.54
ug/L
10
2.0
0.54
1
8260D
3/27/20 17:03 JLB
P000545
Ethylbenzene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 17:03 JLB
P000545
m,p-Xylenes
<0.73
ug/L
NE
1.0
0.73
1
8260D
3/27/20 17:03 JLB
P000545
Methyl Butyl Ketone (2-Hexanone)
<0.29
ug/L
50
5.0
0.29
1
8260D
3/27/20 17:03 JLB
P000545
Methyl Ethyl Ketone (2-Butanone)
<0.78
ug/L
100
5.0
0.78
1
8260D
3/27/20 17:03 JLB
P000545
Methyl Iodide
<0.41
ug/L
10
5.0
0.41
1
8260D
3/27/20 17:03 JLB
P000545
Methyl Isobutyl Ketone
<0.40
ug/L
100
5.0
0.40
1
8260D
3/27/20 17:03 JLB
P000545
Methylene Chloride
<0.40
ug/L
1
1.0
0.40
1
8260D
3/27/20 17:03 JLB
P000545
o-Xylene
<0.40
ug/L
NE
0.50
0.40
1
8260D
3/27/20 17:03 JLB
P000545
Styrene
<0.26
ug/L
1
0.50
0.26
1
8260D
3/27/20 17:03 JLB
P000545
Tetrachloroethylene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 17:03 JLB
P000545
Tetrahydrofuran
<0.68
ug/L
NE
10
0.68
1
8260D
3/27/20 17:03 JLB
P000545
Toluene
<0.35
ug/L
1
0.50
0.35
1
8260D
3/27/20 17:03 JLB
P000545
trans- 1,2-Dichloroethylene
<0.27
ug/L
5
0.50
0.27
1
8260D
3/27/20 17:03 JLB
P000545
trans- 1,3-Dichloropropylene
<0.49
ug/L
1
0.50
0.49
1
8260D
3/27/20 17:03 JLB
P000545
trans- 1,4-Dichloro-2-butene
<0.22
ug/L
100
10
0.22
1
8260D
3/27/20 17:03 JLB
P000545
Trichloroethylene
<0.46
ug/L
1
0.50
0.46
1
8260D
3/27/20 17:03 JLB
P000545
Trichlorofluoromethane
<0.24
ug/L
1
0.50
0.24
1
8260D
3/27/20 17:03 JLB
P000545
Vinyl acetate
<0.26
ug/L
50
2.0
0.26
1
8260D
3/27/20 17:03 JLB
P000545
Vinyl chloride
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 17:03 JLB
P000545
Xylenes, total
<1.1
ug/L
5
1.5
1.1
1
8260D
3/27/20 17:03 JLB
P000545
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
101 % 80-124
Dibromofluoromethane
102 % 75-129
Toluene-d8
98 %
77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
<0.14
ug/L
10
2.0
0.14
1
8260D SIM
3/27/20 15:10 TBL
P000537
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 32

.
Laboratory Report
• �
Waynt.�
04/06/2020
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Project: Madison Closed Landfill
Client Sample ID:
MW-03 OLD 20200326
Attn: Alec Macbeth
Sample ID: 0030354-03
231 Haywood Street
Work Order: 0030354
Asheville, NC 28801
Sample Matrix: Water
Time Collected: 03/26/20 10:53
Time Submitted:
03/27/20 08:35
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
3/31/20 10:59 JAB
P000574
Arsenic
<0.34
ug/L
10
1.0
0.34
1
6020B
3/31/20 21:23 MMR
P000556
Barium
810
ug/L
100
10
3.2
1
6020B
3/31/20 21:23 MMR
P000556
Cadmium
<0,22
ug/L
1
1.0
0.22
1
6020B
3/31/20 21:23 MMR
P000556
Chromium
<0.90
ug/L
10
3.0
0.90
1
6020B
3/31/20 21:23 MMR
P000556
Lead
<0.44
ug/L
10
1.0
0.44
1
6020B
3/31/20 21:23 MMR
P000556
Selenium
<0.98
ug/L
10
5.0
0.98
1
6020B
3/31/20 21:23 MMR
P000556
Silver
<0.34
ug/L
10
1.0
0.34
1
6020B
3/31/20 21:23 MMR
P000556
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 17:27 JLB
P000545
1, 1, 1 -Trichloroethane
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 17:27 JLB
P000545
1,1,2,2-Tetrachloroethane
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 17:27 JLB
P000545
1,1,2-Trichloroethane
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 17:27 JLB
P000545
1,1-Dichloroethane
<0.29
ug/L
5
0.50
0.29
1
8260D
3/27/20 17:27 JLB
P000545
1,1-Dichloroethylene
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 17:27 JLB
P000545
1,2,3-Trichloropropane
<0.34
ug/L
1
1.0
0.34
1
8260D
3/27/20 17:27 JLB
P000545
1,2-Dibromo-3-chloropropane
<0.59
ug/L
13
2.0
0.59
1
8260D
3/27/20 17:27 JLB
P000545
1,2-Dibromoethane
<0.37
ug/L
1
0.50
0.37
1
8260D
3/27/20 17:27 JLB
P000545
1,2-Dichlorobenzene
<0.28
ug/L
5
0.50
0.28
1
8260D
3/27/20 17:27 JLB
P000545
1,2-Dichloroethane
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 17:27 JLB
P000545
1,2-Dichloropropane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 17:27 JLB
P000545
1,4-Dichlorobenzene
3.8
ug/L
1
0.50
0.42
1
8260D
3/27/20 17:27 JLB
P000545
Acetone
<0.70
CCVL ug/L
100
5.0
0.70
1
8260D
3/27/20 17:27 JLB
P000545
Acrylonitrile
<0.85
ug/L
200
20
0.85
1
8260D
3/27/20 17:27 JLB
P000545
Benzene
2.0
ug/L
1
0.50
0.34
1
8260D
3/27/20 17:27 JLB
P000545
Bromochloromethane
<0.53
ug/L
3
2.0
0.53
1
8260D
3/27/20 17:27 JLB
P000545
Bromodichloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 17:27 JLB
P000545
Bromoform
<0.26
ug/L
3
1.0
0.26
1
8260D
3/27/20 17:27 JLB
P000545
Bromomethane
<0.48
ug/L
10
1.0
0.48
1
8260D
3/27/20 17:27 JLB
P000545
Carbon disulfide
<0.36
ug/L
100
5.0
0.36
1
8260D
3/27/20 17:27 JLB
P000545
Carbon Tetrachloride
<0.55
ug/L
1
2.0
0.55
1
8260D
3/27/20 17:27 JLB
P000545
Chlorobenzene
6.6
ug/L
3
0.50
0.34
1
8260D
3/27/20 17:27 JLB
P000545
Chloroethane
0.65
ug/L
10
0.50
0.43
1
8260D
3/27/20 17:27 JLB
P000545
Chloroform
<0.48
ug/L
5
0.50
0.48
1
8260D
3/27/20 17:27 JLB
P000545
Chloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 17:27 JLB
P000545
cis- 1,2-Dichloroethylene
<0.40
ug/L
5
0.50
0.40
1
8260D
3/27/20 17:27 JLB
P000545
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 32

Laboratory Report
A i • .0 04/06/2020
- -ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: MW-03 OLD 20200326
Attn: Alec Macbeth Sample ID: 0030354-03
231 Haywood Street Work Order: 0030354
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/26/20 10:53
Time Submitted: 03/27/20 08:35
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
cis- 1,3-Dichloropropylene
<0.36
ug/L
1
0.50
0.36
1
8260D
3/27/20 17:27 JLB
P000545
Dibromochloromethane
<0.42
ug/L
3
0.50
0.42
1
8260D
3/27/20 17:27 JLB
P000545
Dibromomethane
<0.54
ug/L
10
2.0
0.54
1
8260D
3/27/20 17:27 JLB
P000545
Ethylbenzene
2.0
ug/L
1
0.50
0.31
1
8260D
3/27/20 17:27 JLB
P000545
m,p-Xylenes
<0.73
ug/L
NE
1.0
0.73
1
8260D
3/27/20 17:27 JLB
P000545
Methyl Butyl Ketone (2-Hexanone)
<0.29
ug/L
50
5.0
0.29
1
8260D
3/27/20 17:27 JLB
P000545
Methyl Ethyl Ketone (2-Butanone)
<0.78
ug/L
100
5.0
0.78
1
8260D
3/27/20 17:27 JLB
P000545
Methyl Iodide
<0.41
ug/L
10
5.0
0.41
1
8260D
3/27/20 17:27 JLB
P000545
Methyl Isobutyl Ketone
<0.40
ug/L
100
5.0
0.40
1
8260D
3/27/20 17:27 JLB
P000545
Methylene Chloride
<0.40
ug/L
1
1.0
0.40
1
8260D
3/27/20 17:27 JLB
P000545
o-Xylene
<0.40
ug/L
NE
0.50
0.40
1
8260D
3/27/20 17:27 JLB
P000545
Styrene
<0.26
ug/L
1
0.50
0.26
1
8260D
3/27/20 17:27 JLB
P000545
Tetrachloroethylene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 17:27 JLB
P000545
Tetrahydrofuran
1.1 J
ug/L
NE
10
0.68
1
8260D
3/27/20 17:27 JLB
P000545
Toluene
<0.35
ug/L
1
0.50
0.35
1
8260D
3/27/20 17:27 JLB
P000545
trans- 1,2-Dichloroethylene
<0.27
ug/L
5
0.50
0.27
1
8260D
3/27/20 17:27 JLB
P000545
trans- 1,3-Dichloropropylene
<0.49
ug/L
1
0.50
0.49
1
8260D
3/27/20 17:27 JLB
P000545
trans- 1,4-Dich loro-2-butene
<0.22
ug/L
100
10
0.22
1
8260D
3/27/20 17:27 JLB
P000545
Trichloroethylene
<0.46
ug/L
1
0.50
0.46
1
8260D
3/27/20 17:27 JLB
P000545
Trichlorofluoromethane
<0.24
ug/L
1
0.50
0.24
1
8260D
3/27/20 17:27 JLB
P000545
Vinyl acetate
<0.26
ug/L
50
2.0
0.26
1
8260D
3/27/20 17:27 JLB
P000545
Vinyl chloride
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 17:27 JLB
P000545
Xylenes, total
<1.1
ug/L
5
1.5
1.1
1
8260D
3/27/20 17:27 JLB
P000545
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
103 % 80-124
Dibromofluoromethane
104 % 75-129
Toluene-d8
99 %
77-123
Volatile Organic Compounds by GUMS SIM
1,4-Dioxane
<0.14
ug/L
10
2.0
0.14
1
8260D SIM
3/27/20 15:35 TBL
P000537
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 32

Laboratory Report
• � 04/06/2020
PA Waynt.�
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: MW-04 OLD 20200326
Attn: Alec Macbeth Sample ID: 0030354-04
231 Haywood Street Work Order: 0030354
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/26/20 11:28
Time Submitted: 03/27/20 08:35
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
3/31/20 11:03 JAB
P000574
Arsenic
<0.34
ug/L
10
1.0
0.34
1
6020B
3/31/20 21:30 MMR
P000556
Barium
720
ug/L
100
10
3.2
1
6020B
3/31/20 21:30 MMR
P000556
Cadmium
0.22
J
ug/L
1
1.0
0.22
1
6020B
3/31/20 21:30 MMR
P000556
Chromium
<0.90
ug/L
10
3.0
0.90
1
6020B
3/31/20 21:30 MMR
P000556
Lead
0.61
J
ug/L
10
1.0
0.44
1
6020B
3/31/20 21:30 MMR
P000556
Selenium
<0.98
ug/L
10
5.0
0.98
1
6020B
3/31/20 21:30 MMR
P000556
Silver
<0.34
ug/L
10
1.0
0.34
1
6020B
3/31/20 21:30 MMR
P000556
Volatile Organic Compounds by GUMS
1, 1, 1,2-Tetrachloroethane
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 17:52 JLB
P000545
1, 1, 1 -Trichloroethane
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 17:52 JLB
P000545
1,1,2,2-Tetrachloroethane
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 17:52 JLB
P000545
1,1,2-Trichloroethane
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 17:52 JLB
P000545
1,1-Dichloroethane
<0.29
ug/L
5
0.50
0.29
1
8260D
3/27/20 17:52 JLB
P000545
1,1-Dichloroethylene
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 17:52 JLB
P000545
1,2,3-Trichloropropane
<0.34
ug/L
1
1.0
0.34
1
8260D
3/27/20 17:52 JLB
P000545
1,2-Dibromo-3-chloropropane
<0.59
ug/L
13
2.0
0.59
1
8260D
3/27/20 17:52 JLB
P000545
1,2-Dibromoethane
<0.37
ug/L
1
0.50
0.37
1
8260D
3/27/20 17:52 JLB
P000545
1,2-Dichlorobenzene
<0.28
ug/L
5
0.50
0.28
1
8260D
3/27/20 17:52 JLB
P000545
1,2-Dichloroethane
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 17:52 JLB
P000545
1,2-Dichloropropane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 17:52 JLB
P000545
1,4-Dichlorobenzene
2.0
ug/L
1
0.50
0.42
1
8260D
3/27/20 17:52 JLB
P000545
Acetone
3.1
CC
ug/L
100
5.0
0.70
1
8260D
3/27/20 17:52 JLB
P000545
VL,
J
Acrylonitrile
<0.85
ug/L
200
20
0.85
1
8260D
3/27/20 17:52 JLB
P000545
Benzene
0.54
ug/L
1
0.50
0.34
1
8260D
3/27/20 17:52 JLB
P000545
Bromochloromethane
<0.53
ug/L
3
2.0
0.53
1
8260D
3/27/20 17:52 JLB
P000545
Bromodichloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 17:52 JLB
P000545
Bromoform
<0.26
ug/L
3
1.0
0.26
1
8260D
3/27/20 17:52 JLB
P000545
Bromomethane
<0.48
ug/L
10
1.0
0.48
1
8260D
3/27/20 17:52 JLB
P000545
Carbon disulfide
<0.36
ug/L
100
5.0
0.36
1
8260D
3/27/20 17:52 JLB
P000545
Carbon Tetrachloride
<0.55
ug/L
1
2.0
0.55
1
8260D
3/27/20 17:52 JLB
P000545
Chlorobenzene
4.3
ug/L
3
0.50
0.34
1
8260D
3/27/20 17:52 JLB
P000545
Chloroethane
0.87
ug/L
10
0.50
0.43
1
8260D
3/27/20 17:52 JLB
P000545
Chloroform
<0.48
ug/L
5
0.50
0.48
1
8260D
3/27/20 17:52 JLB
P000545
Chloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 17:52 JLB
P000545
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 32

Laboratory Report
A i • .0 04/06/2020
- -ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: MW-04 OLD 20200326
Attn: Alec Macbeth Sample ID: 0030354-04
231 Haywood Street Work Order: 0030354
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/26/20 11:28
Time Submitted: 03/27/20 08:35
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
cis- 1,2-Dichloroethylene
<0.40
ug/L
5
0.50
0.40
1
8260D
3/27/20 17:52 JLB
P000545
cis- 1,3-Dichloropropylene
<0.36
ug/L
1
0.50
0.36
1
8260D
3/27/20 17:52 JLB
P000545
Dibromochloromethane
<0.42
ug/L
3
0.50
0.42
1
8260D
3/27/20 17:52 JLB
P000545
Dibromomethane
<0.54
ug/L
10
2.0
0.54
1
8260D
3/27/20 17:52 JLB
P000545
Ethylbenzene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 17:52 JLB
P000545
m,p-Xylenes
<0.73
ug/L
NE
1.0
0.73
1
8260D
3/27/20 17:52 JLB
P000545
Methyl Butyl Ketone (2-Hexanone)
<0.29
ug/L
50
5.0
0.29
1
8260D
3/27/20 17:52 JLB
P000545
Methyl Ethyl Ketone (2-Butanone)
<0.78
ug/L
100
5.0
0.78
1
8260D
3/27/20 17:52 JLB
P000545
Methyl Iodide
<0.41
ug/L
10
5.0
0.41
1
8260D
3/27/20 17:52 JLB
P000545
Methyl Isobutyl Ketone
<0.40
ug/L
100
5.0
0.40
1
8260D
3/27/20 17:52 JLB
P000545
Methylene Chloride
<0.40
ug/L
1
1.0
0.40
1
8260D
3/27/20 17:52 JLB
P000545
o-Xylene
<0.40
ug/L
NE
0.50
0.40
1
8260D
3/27/20 17:52 JLB
P000545
Styrene
<0.26
ug/L
1
0.50
0.26
1
8260D
3/27/20 17:52 JLB
P000545
Tetrachloroethylene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 17:52 JLB
P000545
Tetrahydrofuran
1.4 J
ug/L
NE
10
0.68
1
8260D
3/27/20 17:52 JLB
P000545
Toluene
<0.35
ug/L
1
0.50
0.35
1
8260D
3/27/20 17:52 JLB
P000545
trans- 1,2-Dichloroethylene
<0.27
ug/L
5
0.50
0.27
1
8260D
3/27/20 17:52 JLB
P000545
trans- 1,3-Dichloropropylene
<0.49
ug/L
1
0.50
0.49
1
8260D
3/27/20 17:52 JLB
P000545
trans- 1,4-Dichloro-2-butene
<0.22
ug/L
100
10
0.22
1
8260D
3/27/20 17:52 JLB
P000545
Trichloroethylene
<0.46
ug/L
1
0.50
0.46
1
8260D
3/27/20 17:52 JLB
P000545
Trichlorofluoromethane
<0.24
ug/L
1
0.50
0.24
1
8260D
3/27/20 17:52 JLB
P000545
Vinyl acetate
<0.26
ug/L
50
2.0
0.26
1
8260D
3/27/20 17:52 JLB
P000545
Vinyl chloride
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 17:52 JLB
P000545
Xylenes, total
<1.1
ug/L
5
1.5
1.1
1
8260D
3/27/20 17:52 JLB
P000545
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
103 % 80-124
Dibromofluoromethane
104 % 75-129
Toluene-d8
98 %
77-123
Volatile Organic Compounds by GUMS SIM
1,4-Dioxane
<0.14
ug/L
10
2.0
0.14
1
8260D SIM
3/27/20 16:00 TBL
P000537
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 32

.
Laboratory Report
• �
Waynt.�
04/06/2020
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Project: Madison Closed Landfill
Client Sample ID:
BG-SPRING OLD 20200326
Attn: Alec Macbeth
Sample ID: 0030354-05
231 Haywood Street
Work Order: 0030354
Asheville, NC 28801
Sample Matrix: Water
Time Collected: 03/26/20 12:56
Time Submitted:
03/27/20 08:35
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
3/31/20 11:07 JAB
P000574
Arsenic
0.77
J ug/L
10
1.0
0.34
1
6020B
3/31/20 21:36 MMR
P000556
Barium
130
ug/L
100
10
3.2
1
6020B
3/31/20 21:36 MMR
P000556
Cadmium
<0,22
ug/L
1
1.0
0.22
1
6020B
3/31/20 21:36 MMR
P000556
Chromium
11
ug/L
10
3.0
0.90
1
6020B
3/31/20 21:36 MMR
P000556
Lead
2.6
ug/L
10
1.0
0.44
1
6020B
3/31/20 21:36 MMR
P000556
Selenium
1.4
J ug/L
10
5.0
0.98
1
6020B
3/31/20 21:36 MMR
P000556
Silver
<0.34
ug/L
10
1.0
0.34
1
6020B
3/31/20 21:36 MMR
P000556
Volatile Organic Compounds by GC/MS
1,1,1,2-Tetrachloroethane
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 18:17 JLB
P000545
1, 1, 1 -Trichloroethane
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 18:17 JLB
P000545
1,1,2,2-Tetrachloroethane
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 18:17 JLB
P000545
1,1,2-Trichloroethane
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 18:17 JLB
P000545
1,1-Dichloroethane
<0.29
ug/L
5
0.50
0.29
1
8260D
3/27/20 18:17 JLB
P000545
1,1-Dichloroethylene
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 18:17 JLB
P000545
1,2,3-Trichloropropane
<0.34
ug/L
1
1.0
0.34
1
8260D
3/27/20 18:17 JLB
P000545
1,2-Dibromo-3-chloropropane
<0.59
ug/L
13
2.0
0.59
1
8260D
3/27/20 18:17 JLB
P000545
1,2-Dibromoethane
<0.37
ug/L
1
0.50
0.37
1
8260D
3/27/20 18:17 JLB
P000545
1,2-Dichlorobenzene
<0.28
ug/L
5
0.50
0.28
1
8260D
3/27/20 18:17 JLB
P000545
1,2-Dichloroethane
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 18:17 JLB
P000545
1,2-Dichloropropane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 18:17 JLB
P000545
1,4-Dichlorobenzene
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 18:17 JLB
P000545
Acetone
<0.70
CCVL ug/L
100
5.0
0.70
1
8260D
3/27/20 18:17 JLB
P000545
Acrylonitrile
<0.85
ug/L
200
20
0.85
1
8260D
3/27/20 18:17 JLB
P000545
Benzene
<0.34
ug/L
1
0.50
0.34
1
8260D
3/27/20 18:17 JLB
P000545
Bromochloromethane
<0.53
ug/L
3
2.0
0.53
1
8260D
3/27/20 18:17 JLB
P000545
Bromodichloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 18:17 JLB
P000545
Bromoform
<0.26
ug/L
3
1.0
0.26
1
8260D
3/27/20 18:17 JLB
P000545
Bromomethane
<0.48
ug/L
10
1.0
0.48
1
8260D
3/27/20 18:17 JLB
P000545
Carbon disulfide
<0.36
ug/L
100
5.0
0.36
1
8260D
3/27/20 18:17 JLB
P000545
Carbon Tetrachloride
<0.55
ug/L
1
2.0
0.55
1
8260D
3/27/20 18:17 JLB
P000545
Chlorobenzene
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 18:17 JLB
P000545
Chloroethane
<0.43
ug/L
10
0.50
0.43
1
8260D
3/27/20 18:17 JLB
P000545
Chloroform
<0.48
ug/L
5
0.50
0.48
1
8260D
3/27/20 18:17 JLB
P000545
Chloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 18:17 JLB
P000545
cis- 1,2-Dichloroethylene
<0.40
ug/L
5
0.50
0.40
1
8260D
3/27/20 18:17 JLB
P000545
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 32

Laboratory Report
A i • .0 04/06/2020
- -ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: BG-SPRING OLD 20200326
Attn: Alec Macbeth Sample ID: 0030354-05
231 Haywood Street Work Order: 0030354
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/26/20 12:56
Time Submitted: 03/27/20 08:35
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
cis- 1,3-Dichloropropylene
<0.36
ug/L
1
0.50
0.36
1
8260D
3/27/20 18:17 JLB
P000545
Dibromochloromethane
<0.42
ug/L
3
0.50
0.42
1
8260D
3/27/20 18:17 JLB
P000545
Dibromomethane
<0.54
ug/L
10
2.0
0.54
1
8260D
3/27/20 18:17 JLB
P000545
Ethylbenzene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 18:17 JLB
P000545
m,p-Xylenes
<0.73
ug/L
NE
1.0
0.73
1
8260D
3/27/20 18:17 JLB
P000545
Methyl Butyl Ketone (2-Hexanone)
<0.29
ug/L
50
5.0
0.29
1
8260D
3/27/20 18:17 JLB
P000545
Methyl Ethyl Ketone (2-Butanone)
<0.78
ug/L
100
5.0
0.78
1
8260D
3/27/20 18:17 JLB
P000545
Methyl Iodide
<0.41
ug/L
10
5.0
0.41
1
8260D
3/27/20 18:17 JLB
P000545
Methyl Isobutyl Ketone
<0.40
ug/L
100
5.0
0.40
1
8260D
3/27/20 18:17 JLB
P000545
Methylene Chloride
<0.40
ug/L
1
1.0
0.40
1
8260D
3/27/20 18:17 JLB
P000545
o-Xylene
<0.40
ug/L
NE
0.50
0.40
1
8260D
3/27/20 18:17 JLB
P000545
Styrene
<0.26
ug/L
1
0.50
0.26
1
8260D
3/27/20 18:17 JLB
P000545
Tetrachloroethylene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 18:17 JLB
P000545
Tetrahydrofuran
<0.68
ug/L
NE
10
0.68
1
8260D
3/27/20 18:17 JLB
P000545
Toluene
<0.35
ug/L
1
0.50
0.35
1
8260D
3/27/20 18:17 JLB
P000545
trans- 1,2-Dichloroethylene
<0.27
ug/L
5
0.50
0.27
1
8260D
3/27/20 18:17 JLB
P000545
trans- 1,3-Dichloropropylene
<0.49
ug/L
1
0.50
0.49
1
8260D
3/27/20 18:17 JLB
P000545
trans- 1,4-Dichloro-2-butene
<0.22
ug/L
100
10
0.22
1
8260D
3/27/20 18:17 JLB
P000545
Trichloroethylene
<0.46
ug/L
1
0.50
0.46
1
8260D
3/27/20 18:17 JLB
P000545
Trichlorofluoromethane
<0.24
ug/L
1
0.50
0.24
1
8260D
3/27/20 18:17 JLB
P000545
Vinyl acetate
<0.26
ug/L
50
2.0
0.26
1
8260D
3/27/20 18:17 JLB
P000545
Vinyl chloride
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 18:17 JLB
P000545
Xylenes, total
<1.1
ug/L
5
1.5
1.1
1
8260D
3/27/20 18:17 JLB
P000545
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
100 % 80-124
Dibromofluoromethane
103 % 75-129
Toluene-d8
97 %
77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
<0.14
ug/L
10
2.0
0.14
1
8260D SIM
3/27/20 16:25 TBL
P000537
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 14 of 32

.
Laboratory Report
• �
Waynt.�
04/06/2020
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Project: Madison Closed Landfill
Client
Sample ID:
SW-02 OLD - 20200326
Attn: Alec Macbeth
Sample
ID: 0030354-06
231 Haywood Street
Work
Order: 0030354
Asheville, NC 28801
Sample Matrix: Water
Time Collected: 03/26/20 12:05
Time Submitted: 03/27/20 08:35
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
General Chemistry Parameters
Hardness
30000
ug/L
10000
1100
1
SM2340 C
4/1/20 16:30 BMS
POD0017
Total Metals
Mercury
<0.034
ug/L
0.2
0.20
0.034
1
7470A
3/30/20 13:40 JAB
P000561
Arsenic
<0.34
ug/L
10
1.0
0.34
1
6020B
3/31/20 21:43 MMR
P000556
Barium
50
ug/L
100
10
3.2
1
6020B
3/31/20 21:43 MMR
P000556
Cadmium
<0.22
ug/L
1
1.0
0.22
1
6020B
3/31/20 21:43 MMR
P000556
Chromium
2.4
J ug/L
10
3.0
0.90
1
6020B
3/31/20 21:43 MMR
P000556
Lead
0.87
J ug/L
10
1.0
0.44
1
6020B
3/31/20 21:43 MMR
P000556
Selenium
<0.98
ug/L
10
5.0
0.98
1
6020B
3/31/20 21:43 MMR
P000556
Silver
<0.34
ug/L
10
1.0
0.34
1
6020B
3/31/20 21:43 MMR
P000556
Volatile Organic Compounds by GC/MS
1,1,1,2-Tetrachloroethane
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 18:41 JLB
P000545
1, 1, 1 -Trichloroethane
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 18:41 JLB
P000545
1,1,2,2-Tetrachloroethane
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 18:41 JLB
P000545
1,1,2-Trichloroethane
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 18:41 JLB
P000545
1,1-Dichloroethane
<0.29
ug/L
5
0.50
0.29
1
8260D
3/27/20 18:41 JLB
P000545
1,1-Dichloroethylene
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 18:41 JLB
P000545
1,2,3-Trichloropropane
<0.34
ug/L
1
1.0
0.34
1
8260D
3/27/20 18:41 JLB
P000545
1,2-Dibromo-3-chloropropane
<0.59
ug/L
13
2.0
0.59
1
8260D
3/27/20 18:41 JLB
P000545
1,2-Dibromoethane
<0.37
ug/L
1
0.50
0.37
1
8260D
3/27/20 18:41 JLB
P000545
1,2-Dichlorobenzene
<0.28
ug/L
5
0.50
0.28
1
8260D
3/27/20 18:41 JLB
P000545
1,2-Dichloroethane
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 18:41 JLB
P000545
1,2-Dichloropropane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 18:41 JLB
P000545
1,4-Dichlorobenzene
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 18:41 JLB
P000545
Acetone
3.3
CC ug/L
100
5.0
0.70
1
8260D
3/27/20 18:41 JLB
P000545
VL,
J
Acrylonitrile
<0.85
ug/L
200
20
0.85
1
8260D
3/27/20 18:41 JLB
P000545
Benzene
<0.34
ug/L
1
0.50
0.34
1
8260D
3/27/20 18:41 JLB
P000545
Bromochloromethane
<0.53
ug/L
3
2.0
0.53
1
8260D
3/27/20 18:41 JLB
P000545
Bromodichloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 18:41 JLB
P000545
Bromoform
<0.26
ug/L
3
1.0
0.26
1
8260D
3/27/20 18:41 JLB
P000545
Bromomethane
<0.48
ug/L
10
1.0
0.48
1
8260D
3/27/20 18:41 JLB
P000545
Carbon disulfide
<0.36
ug/L
100
5.0
0.36
1
8260D
3/27/20 18:41 JLB
P000545
Carbon Tetrachloride
<0.55
ug/L
1
2.0
0.55
1
8260D
3/27/20 18:41 JLB
P000545
Chlorobenzene
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 18:41 JLB
P000545
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 15 of 32

Laboratory Report
A i • .0 04/06/2020
- -ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: SW-02 OLD - 20200326
Attn: Alec Macbeth Sample ID: 0030354-06
231 Haywood Street Work Order: 0030354
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/26/20 12:05
Time Submitted: 03/27/20 08:35
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Chloroethane
<0.43
ug/L
10
0.50
0.43
1
8260D
3/27/20 18:41 JLB
P000545
Chloroform
<0.48
ug/L
5
0.50
0.48
1
8260D
3/27/20 18:41 JLB
P000545
Chloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 18:41 JLB
P000545
cis- 1,2-Dichloroethylene
<0.40
ug/L
5
0.50
0.40
1
8260D
3/27/20 18:41 JLB
P000545
cis- 1,3-Dichloropropylene
<0.36
ug/L
1
0.50
0.36
1
8260D
3/27/20 18:41 JLB
P000545
Dibromochloromethane
<0.42
ug/L
3
0.50
0.42
1
8260D
3/27/20 18:41 JLB
P000545
Dibromomethane
<0.54
ug/L
10
2.0
0.54
1
8260D
3/27/20 18:41 JLB
P000545
Ethylbenzene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 18:41 JLB
P000545
m,p-Xylenes
<0.73
ug/L
NE
1.0
0.73
1
8260D
3/27/20 18:41 JLB
P000545
Methyl Butyl Ketone (2-Hexanone)
<0.29
ug/L
50
5.0
0.29
1
8260D
3/27/20 18:41 JLB
P000545
Methyl Ethyl Ketone (2-Butanone)
<0.78
ug/L
100
5.0
0.78
1
8260D
3/27/20 18:41 JLB
P000545
Methyl Iodide
<0.41
ug/L
10
5.0
0.41
1
8260D
3/27/20 18:41 JLB
P000545
Methyl Isobutyl Ketone
<0.40
ug/L
100
5.0
0.40
1
8260D
3/27/20 18:41 JLB
P000545
Methylene Chloride
<0.40
ug/L
1
1.0
0.40
1
8260D
3/27/20 18:41 JLB
P000545
o-Xylene
<0.40
ug/L
NE
0.50
0.40
1
8260D
3/27/20 18:41 JLB
P000545
Styrene
<0.26
ug/L
1
0.50
0.26
1
8260D
3/27/20 18:41 JLB
P000545
Tetrachloroethylene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 18:41 JLB
P000545
Tetrahydrofuran
<0.68
ug/L
NE
10
0.68
1
8260D
3/27/20 18:41 JLB
P000545
Toluene
<0.35
ug/L
1
0.50
0.35
1
8260D
3/27/20 18:41 JLB
P000545
trans- 1,2-Dichloroethylene
<0.27
ug/L
5
0.50
0.27
1
8260D
3/27/20 18:41 JLB
P000545
trans- 1,3-Dichloropropylene
<0.49
ug/L
1
0.50
0.49
1
8260D
3/27/20 18:41 JLB
P000545
trans- 1,4-Dichloro-2-butene
<0.22
ug/L
100
10
0.22
1
8260D
3/27/20 18:41 JLB
P000545
Trichloroethylene
<0.46
ug/L
1
0.50
0.46
1
8260D
3/27/20 18:41 JLB
P000545
Trichlorofluoromethane
<0.24
ug/L
1
0.50
0.24
1
8260D
3/27/20 18:41 JLB
P000545
Vinyl acetate
<0.26
ug/L
50
2.0
0.26
1
8260D
3/27/20 18:41 JLB
P000545
Vinyl chloride
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 18:41 JLB
P000545
Xylenes, total
<1.1
ug/L
5
1.5
1.1
1
8260D
3/27/20 18:41 JLB
P000545
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
102 % 80-124
Dibromofluoromethane
103 % 75-129
Toluene-d8
99 %
77-123
Volatile Organic Compounds by GC/MS SIM
1,4-Dioxane
<0.14
ug/L
10
2.0
0.14
1
8260D SIM
3/27/20 16:50 TBL
P000537
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 16 of 32

.
Laboratory Report
• �
Waynt.�
04/06/2020
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Project: Madison Closed Landfill
Client
Sample ID:
SW-01 OLD - 20200326
Attn: Alec Macbeth
Sample
ID: 0030354-07
231 Haywood Street
Work
Order: 0030354
Asheville, NC 28801
Sample Matrix: Water
Time Collected: 03/26/20 11:50
Time Submitted: 03/27/20 08:35
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
General Chemistry Parameters
Hardness
38000
ug/L
5000
570
1
SM2340 C
4/1/20 16:30 BMS
POD0017
Total Metals
Mercury
<0.034
ug/L
0.2
0.20
0.034
1
7470A
3/31/20 10:48 JAB
P000574
Arsenic
<0.34
ug/L
10
1.0
0.34
1
6020B
3/31/20 22:03 MMR
P000556
Barium
66
ug/L
100
10
3.2
1
6020B
3/31/20 22:03 MMR
P000556
Cadmium
<0.22
ug/L
1
1.0
0.22
1
6020B
3/31/20 22:03 MMR
P000556
Chromium
1.6
J ug/L
10
3.0
0.90
1
6020B
3/31/20 22:03 MMR
P000556
Lead
0.84
J ug/L
10
1.0
0.44
1
6020B
3/31/20 22:03 MMR
P000556
Selenium
<0.98
ug/L
10
5.0
0.98
1
6020B
3/31/20 22:03 MMR
P000556
Silver
<0.34
ug/L
10
1.0
0.34
1
6020B
3/31/20 22:03 MMR
P000556
Volatile Organic Compounds by GC/MS
1,1,1,2-Tetrachloroethane
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 19:06 JLB
P000545
1, 1, 1 -Trichloroethane
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 19:06 JLB
P000545
1,1,2,2-Tetrachloroethane
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 19:06 JLB
P000545
1,1,2-Trichloroethane
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 19:06 JLB
P000545
1,1-Dichloroethane
<0.29
ug/L
5
0.50
0.29
1
8260D
3/27/20 19:06 JLB
P000545
1,1-Dichloroethylene
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 19:06 JLB
P000545
1,2,3-Trichloropropane
<0.34
ug/L
1
1.0
0.34
1
8260D
3/27/20 19:06 JLB
P000545
1,2-Dibromo-3-chloropropane
<0.59
ug/L
13
2.0
0.59
1
8260D
3/27/20 19:06 JLB
P000545
1,2-Dibromoethane
<0.37
ug/L
1
0.50
0.37
1
8260D
3/27/20 19:06 JLB
P000545
1,2-Dichlorobenzene
<0.28
ug/L
5
0.50
0.28
1
8260D
3/27/20 19:06 JLB
P000545
1,2-Dichloroethane
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 19:06 JLB
P000545
1,2-Dichloropropane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 19:06 JLB
P000545
1,4-Dichlorobenzene
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 19:06 JLB
P000545
Acetone
5.2
CC ug/L
100
5.0
0.70
1
8260D
3/27/20 19:06 JLB
P000545
VL
Acrylonitrile
<0.85
ug/L
200
20
0.85
1
8260D
3/27/20 19:06 JLB
P000545
Benzene
<0.34
ug/L
1
0.50
0.34
1
8260D
3/27/20 19:06 JLB
P000545
Bromochloromethane
<0.53
ug/L
3
2.0
0.53
1
8260D
3/27/20 19:06 JLB
P000545
Bromodichloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 19:06 JLB
P000545
Bromoform
<0.26
ug/L
3
1.0
0.26
1
8260D
3/27/20 19:06 JLB
P000545
Bromomethane
<0.48
ug/L
10
1.0
0.48
1
8260D
3/27/20 19:06 JLB
P000545
Carbon disulfide
<0.36
ug/L
100
5.0
0.36
1
8260D
3/27/20 19:06 JLB
P000545
Carbon Tetrachloride
<0.55
ug/L
1
2.0
0.55
1
8260D
3/27/20 19:06 JLB
P000545
Chlorobenzene
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 19:06 JLB
P000545
Chloroethane
<0.43
ug/L
10
0.50
0.43
1
8260D
3/27/20 19:06 JLB
P000545
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 32

Laboratory Report
A i • .0 04/06/2020
- -ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: SW-01 OLD - 20200326
Attn: Alec Macbeth Sample ID: 0030354-07
231 Haywood Street Work Order: 0030354
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/26/20 11:50
Time Submitted: 03/27/20 08:35
Parameter
Result
Units
SWSL
Report
MDL
Dilution
Method
Analysis Analyst
Batch
Limit
Factor
Date/Time
ID
Chloroform
<0.48
ug/L
5
0.50
0.48
1
8260D
3/27/20 19:06 JLB
P000545
Chloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 19:06 JLB
P000545
cis- 1,2-Dichloroethylene
<0.40
ug/L
5
0.50
0.40
1
8260D
3/27/20 19:06 JLB
P000545
cis- 1,3-Dichloropropylene
<0.36
ug/L
1
0.50
0.36
1
8260D
3/27/20 19:06 JLB
P000545
Dibromochloromethane
<0.42
ug/L
3
0.50
0.42
1
8260D
3/27/20 19:06 JLB
P000545
Dibromomethane
<0.54
ug/L
10
2.0
0.54
1
8260D
3/27/20 19:06 JLB
P000545
Ethylbenzene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 19:06 JLB
P000545
m,p-Xylenes
<0.73
ug/L
NE
1.0
0.73
1
8260D
3/27/20 19:06 JLB
P000545
Methyl Butyl Ketone (2-Hexanone)
<0.29
ug/L
50
5.0
0.29
1
8260D
3/27/20 19:06 JLB
P000545
Methyl Ethyl Ketone (2-Butanone)
<0.78
ug/L
100
5.0
0.78
1
8260D
3/27/20 19:06 JLB
P000545
Methyl Iodide
<0.41
ug/L
10
5.0
0.41
1
8260D
3/27/20 19:06 JLB
P000545
Methyl Isobutyl Ketone
<0.40
ug/L
100
5.0
0.40
1
8260D
3/27/20 19:06 JLB
P000545
Methylene Chloride
<0.40
ug/L
1
1.0
0.40
1
8260D
3/27/20 19:06 JLB
P000545
o-Xylene
<0.40
ug/L
NE
0.50
0.40
1
8260D
3/27/20 19:06 JLB
P000545
Styrene
<0.26
ug/L
1
0.50
0.26
1
8260D
3/27/20 19:06 JLB
P000545
Tetrachloroethylene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 19:06 JLB
P000545
Tetrahydrofuran
<0.68
ug/L
NE
10
0.68
1
8260D
3/27/20 19:06 JLB
P000545
Toluene
<0.35
ug/L
1
0.50
0.35
1
8260D
3/27/20 19:06 JLB
P000545
trans- 1,2-Dichloroethylene
<0.27
ug/L
5
0.50
0.27
1
8260D
3/27/20 19:06 JLB
P000545
trans- 1,3-Dichloropropylene
<0.49
ug/L
1
0.50
0.49
1
8260D
3/27/20 19:06 JLB
P000545
trans- 1,4-Dichloro-2-butene
<0.22
ug/L
100
10
0.22
1
8260D
3/27/20 19:06 JLB
P000545
Trichloroethylene
<0.46
ug/L
1
0.50
0.46
1
8260D
3/27/20 19:06 JLB
P000545
Trichlorofluoromethane
<0.24
ug/L
1
0.50
0.24
1
8260D
3/27/20 19:06 JLB
P000545
Vinyl acetate
<0.26
ug/L
50
2.0
0.26
1
8260D
3/27/20 19:06 JLB
P000545
Vinyl chloride
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 19:06 JLB
P000545
Xylenes, total
<1.1
ug/L
5
1.5
1.1
1
8260D
3/27/20 19:06 JLB
P000545
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
100 % 80-124
Dibromofluoromethane
102 % 75-129
Toluene-d8
99 %
77-123
Volatile Organic Compounds by GUMS SIM
1,4-Dioxane
<0.14
ug/L
10
2.0
0.14
1
8260D SIM
3/27/20 17:15 TBL
P000537
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 32

Laboratory Report
• � 04/06/2020
PA Waynt.�
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Client Sample ID: TB-20200326
Attn: Alec Macbeth Sample ID: 0030354-08
231 Haywood Street Work Order: 0030354
Asheville, NC 28801 Sample Matrix: Water Time Collected: 03/26/20 00:00
Time Submitted: 03/27/20 08:35
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
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 15:49 JLB
P000545
1, 1, 1 -Trichloroethane
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 15:49 JLB
P000545
1,1,2,2-Tetrachloroethane
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 15:49 JLB
P000545
1,1,2-Trichloroethane
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 15:49 JLB
P000545
1,1-Dichloroethane
<0.29
ug/L
5
0.50
0.29
1
8260D
3/27/20 15:49 JLB
P000545
1,1-Dichloroethylene
<0.35
ug/L
5
0.50
0.35
1
8260D
3/27/20 15:49 JLB
P000545
1,2,3-Trichloropropane
<0.34
ug/L
1
1.0
0.34
1
8260D
3/27/20 15:49 JLB
P000545
1,2-Dibromo-3-chloropropane
<0.59
ug/L
13
2.0
0.59
1
8260D
3/27/20 15:49 JLB
P000545
1,2-Dibromoethane
<0.37
ug/L
1
0.50
0.37
1
8260D
3/27/20 15:49 JLB
P000545
1,2-Dichlorobenzene
<0.28
ug/L
5
0.50
0.28
1
8260D
3/27/20 15:49 JLB
P000545
1,2-Dichloroethane
<0.41
ug/L
1
0.50
0.41
1
8260D
3/27/20 15:49 JLB
P000545
1,2-Dichloropropane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 15:49 JLB
P000545
1,4-Dichlorobenzene
<0.42
ug/L
1
0.50
0.42
1
8260D
3/27/20 15:49 JLB
P000545
Acetone
<0.70 CCVL
ug/L
100
5.0
0.70
1
8260D
3/27/20 15:49 JLB
P000545
Acrylonitrile
<0.85
ug/L
200
20
0.85
1
8260D
3/27/20 15:49 JLB
P000545
Benzene
<0.34
ug/L
1
0.50
0.34
1
8260D
3/27/20 15:49 JLB
P000545
Bromochloromethane
<0.53
ug/L
3
2.0
0.53
1
8260D
3/27/20 15:49 JLB
P000545
Bromodichloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 15:49 JLB
P000545
Bromoform
<0.26
ug/L
3
1.0
0.26
1
8260D
3/27/20 15:49 JLB
P000545
Bromomethane
<0.48
ug/L
10
1.0
0.48
1
8260D
3/27/20 15:49 JLB
P000545
Carbon disulfide
<0.36
ug/L
100
5.0
0.36
1
8260D
3/27/20 15:49 JLB
P000545
Carbon Tetrachloride
<0.55
ug/L
1
2.0
0.55
1
8260D
3/27/20 15:49 JLB
P000545
Chlorobenzene
<0.34
ug/L
3
0.50
0.34
1
8260D
3/27/20 15:49 JLB
P000545
Chloroethane
<0.43
ug/L
10
0.50
0.43
1
8260D
3/27/20 15:49 JLB
P000545
Chloroform
<0.48
ug/L
5
0.50
0.48
1
8260D
3/27/20 15:49 JLB
P000545
Chloromethane
<0.29
ug/L
1
0.50
0.29
1
8260D
3/27/20 15:49 JLB
P000545
cis- 1,2-Dichloroethylene
<0.40
ug/L
5
0.50
0.40
1
8260D
3/27/20 15:49 JLB
P000545
cis- 1,3-Dichloropropylene
<0.36
ug/L
1
0.50
0.36
1
8260D
3/27/20 15:49 JLB
P000545
Dibromochloromethane
<0.42
ug/L
3
0.50
0.42
1
8260D
3/27/20 15:49 JLB
P000545
Dibromomethane
<0.54
ug/L
10
2.0
0.54
1
8260D
3/27/20 15:49 JLB
P000545
Ethylbenzene
<0.31
ug/L
1
0.50
0.31
1
8260D
3/27/20 15:49 JLB
P000545
m,p-Xylenes
<0.73
ug/L
NE
1.0
0.73
1
8260D
3/27/20 15:49 JLB
P000545
Methyl Butyl Ketone (2-Hexanone)
<0.29
ug/L
50
5.0
0.29
1
8260D
3/27/20 15:49 JLB
P000545
Methyl Ethyl Ketone (2-Butanone)
<0.78
ug/L
100
5.0
0.78
1
8260D
3/27/20 15:49 JLB
P000545
Methyl Iodide
<0.41
ug/L
10
5.0
0.41
1
8260D
3/27/20 15:49 JLB
P000545
Methyl Isobutyl Ketone
<0.40
ug/L
100
5.0
0.40
1
8260D
3/27/20 15:49 JLB
P000545
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 32

.
Laboratory Report
• �
Waynt.�
04/06/2020
poi
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Project: Madison Closed
Landfill
Client Sample ID: TB-20200326
Attn: Alec Macbeth
Sample ID: 0030354-08
231 Haywood Street
Work Order: 0030354
Asheville, NC 28801
Sample Matrix: Water
Time Collected: 03/26/20 00:00
Time Submitted: 03/27/20 08:35
Parameter
Result
Units
SWSL
Report
MDL
Dilution Method Analysis Analyst
Batch
Limit
Factor Date/Time
ID
Methylene Chloride
<0.40
ug/L
1
1.0
0.40
1 8260D 3/27/20 15:49 JLB
P000545
o-Xylene
<0.40
ug/L
NE
0.50
0.40
1 8260D 3/27/20 15:49 JLB
P000545
Styrene
<0.26
ug/L
1
0.50
0.26
1 8260D 3/27/20 15:49 JLB
P000545
Tetrachloroethylene
<0.31
ug/L
1
0.50
0.31
1 8260D 3/27/20 15:49 JLB
P000545
Tetrahydrofuran
<0.68
ug/L
NE
10
0.68
1 8260D 3/27/20 15:49 JLB
P000545
Toluene
<0.35
ug/L
1
0.50
0.35
1 8260D 3/27/20 15:49 JLB
P000545
trans- 1,2-Dichloroethylene
<0.27
ug/L
5
0.50
0.27
1 8260D 3/27/20 15:49 JLB
P000545
trans- 1,3-Dichloropropylene
<0.49
ug/L
1
0.50
0.49
1 8260D 3/27/20 15:49 JLB
P000545
trans- 1,4-Dichloro-2-butene
<0.22
ug/L
100
10
0.22
1 8260D 3/27/20 15:49 JLB
P000545
Trichloroethylene
<0.46
ug/L
1
0.50
0.46
1 8260D 3/27/20 15:49 JLB
P000545
Trichlorofluoromethane
<0.24
ug/L
1
0.50
0.24
1 8260D 3/27/20 15:49 JLB
P000545
Vinyl acetate
<0.26
ug/L
50
2.0
0.26
1 8260D 3/27/20 15:49 JLB
P000545
Vinyl chloride
<0.41
ug/L
1
0.50
0.41
1 8260D 3/27/20 15:49 JLB
P000545
Xylenes, total
<1.1
ug/L
5
1.5
1.1
1 8260D 3/27/20 15:49 JLB
P000545
Surrogate
Recovery Control Limits
4-Bromofluorobenzene
103 % 80-124
Dibromofluoromethane
102 % 75-129
Toluene-d8
98 % 77-123
Volatile Organic Compounds by GUMS SIM
1,4-Dioxane
<0.14
ug/L
10
2.0
0.14
1 8260D SIM 3/27/20 14:19 TBL
P000537
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 32

(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
4/6/20
Work Order: 0030354
Time Submitted: 3/27/2020 8:35:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P000545 - 5030B
Blank (P000545-BLK1)
Prepared &Analyzed: 03/27/20
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
0.700
5.0
ug/L J
Acrylonitrile
BRL
20
ug/L
Benzene
BRL
0.50
ug/L
Bromochloromethane
BRL
2.0
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
2.0
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
2.0
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 21 of 32

• 0
Waypoint
ANALYTICAL
Level II QC Report
4/6/20
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Work Order: 0030354
Attn: Alec Macbeth Time Submitted: 3/27/2020 8:35: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 P000545 - 5030B
Blank (P000545-BLK1)
Prepared & Analyzed: 03/27/20
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
50.9
ug/L
50.00
102
80-124
Surrogate: Dibromofluoromethane
51.0
ug/L
50.00
102
75-129
Surrogate: Toluene-d8
49.2
ug/L
50.00
98
77-123
LCS (P000545-BS1)
Prepared &Analyzed: 03/27/20
1,1,1,2-Tetrachloroethane
17.4
0.50
ug/L
20.00
87
79-134
1,1,1-Trichloroethane
17.0
0.50
ug/L
20.00
85
75-136
1,1,2,2-Tetrachloroethane
17.9
0.50
ug/L
20.00
90
62-127
1,1,2-Trichloroethane
17.9
0.50
ug/L
20.00
89
70-140
1,1-Dichloroethane
17.3
0.50
ug/L
20.00
87
78-130
1,1-Dichloroethylene
16.8
0.50
ug/L
20.00
84
70-154
1,2,3-Trichloropropane
17.3
1.0
ug/L
20.00
87
71-127
1,2-Dibromo-3-chloropropane
17.6
2.0
ug/L
20.00
88
63-134
1,2-Dibromoethane
16.8
0.50
ug/L
20.00
84
77-135
1,2-Dichlorobenzene
19.0
0.50
ug/L
20.00
95
78-128
1,2-Dichloroethane
16.5
0.50
ug/L
20.00
82
68-131
1,2-Dichloropropane
17.5
0.50
ug/L
20.00
87
77-130
1,4-Dichlorobenzene
18.2
0.50
ug/L
20.00
91
75-126
Acetone
28.9
5.0
ug/L
40.00
72
40-166
Acrylonitrile
37.8
20
ug/L
40.00
94
81-127
Benzene
17.6
0.50
ug/L
20.00
88
77-128
Bromochloromethane
18.2
2.0
ug/L
20.00
91
78-135
Bromodichloromethane
17.6
0.50
ug/L
20.00
88
76-138
Bromoform
17.5
1.0
ug/L
20.00
88
71-135
Bromomethane
21.9
1.0
ug/L
20.00
109
41-168
Carbon disulfide
17.1
5.0
ug/L
20.00
85
59-135
Carbon Tetrachloride
16.4
2.0
ug/L
20.00
82
72-142
Chlorobenzene
17.6
0.50
ug/L
20.00
88
78-119
Chloroethane
21.1
0.50
ug/L
20.00
106
57-142
Chloroform
17.4
0.50
ug/L
20.00
87
77-130
Chloromethane
18.3
0.50
ug/L
20.00
91
47-145
cis-1,2-Dichloroethylene
17.1
0.50
ug/L
20.00
86
76-141
cis-1,3-Dichloropropylene
17.2
0.50
ug/L
20.00
86
65-140
Dibromochloromethane
16.6
0.50
ug/L
20.00
83
75-134
Dibromomethane
17.2
2.0
ug/L
20.00
86
76-138
Ethylbenzene
17.1
0.50
ug/L
20.00
86
80-127
m,p-Xylenes
35.0
1.0
ug/L
40.00
87
77-133
Methyl Butyl Ketone (2-Hexanone)
16.8
5.0
ug/L
20.00
84
64-137
Methyl Ethyl Ketone (2-Butanone)
17.2
5.0
ug/L
20.00
86
71-134
Methyl Iodide
17.0
5.0
ug/L
20.00
85
70-130
Methyl Isobutyl Ketone
16.9
5.0
ug/L
20.00
84
69-134
Methylene Chloride
15.7
1.0
ug/L
20.00
79
73-131
o-Xylene
17.5
0.50
ug/L
20.00
87
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 22 of 32

• 0
Waypoint
ANALYTICAL
Level II QC Report
4/6/20
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Work Order: 0030354
Attn: Alec Macbeth Time Submitted: 3/27/2020 8:35: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 P000545 - 5030B
LCS (P000545-BS1)
Prepared &Analyzed: 03/27/20
Styrene
17.5
0.50
ug/L
20.00
88
78-129
Tetrachloroethylene
17.5
0.50
ug/L
20.00
88
80-129
Tetrahydrofuran
17.1
10
ug/L
20.00
85
70-130
Toluene
17.5
0.50
ug/L
20.00
87
76-131
trans-1,2-Dichloroethylene
16.9
0.50
ug/L
20.00
85
76-135
trans-1,3-Dichloropropylene
17.2
0.50
ug/L
20.00
86
67-140
trans-1,4-Dichloro-2-butene
14.2
10
ug/L
20.00
71
70-130
Trichloroethylene
17.6
0.50
ug/L
20.00
88
77-133
Trichlorofluoromethane
20.1
0.50
ug/L
20.00
101
62-148
Vinyl acetate
19.5
2.0
ug/L
20.00
97
34-167
Vinyl chloride
19.3
0.50
ug/L
20.00
96
57-141
Xylenes, total
52.4
1.5
ug/L
60.00
87
77-133
Surrogate:4-Bromofluorobenzene
50.5
ug/L
50.00
101
80-124
Surrogate: Dibromofluoromethane
50.5
ug/L
50.00
101
75-129
Surrogate: Toluene-d8
49.3
ug/L
50.00
99
77-123
Matrix Spike (P000545-MS1)
Source: 0030354-01
Prepared & Analyzed: 03/27/20
1,1,1,2-Tetrachloroethane
170
5.0
ug/L
200.0
BRL
85
78-134
1,1,1-Trichloroethane
169
5.0
ug/L
200.0
BRL
84
67-145
1,1,2,2-Tetrachloroethane
174
5.0
ug/L
200.0
BRL
87
68-123
1,1,2-Trichloroethane
170
5.0
ug/L
200.0
BRL
85
75-134
1,1-Dichloroethane
171
5.0
ug/L
200.0
BRL
86
75-134
1,1-Dichloroethylene
166
5.0
ug/L
200.0
BRL
83
65-162
1,2,3-Trichloropropane
168
10
ug/L
200.0
BRL
84
73-122
1,2-Dibromo-3-chloropropane
176
20
ug/L
200.0
BRL
88
64-133
1,2-Dibromoethane
164
5.0
ug/L
200.0
BRL
82
80-129
1,2-Dichlorobenzene
189
5.0
ug/L
200.0
BRL
95
80-125
1,2-Dichloroethane
162
5.0
ug/L
200.0
BRL
81
69-129
1,2-Dichloropropane
171
5.0
ug/L
200.0
BRL
85
75-131
1,4-Dichlorobenzene
181
5.0
ug/L
200.0
BRL
90
76-124
Acetone
262
50
ug/L
400.0
BRL
66
40-162
Acrylonitrile
395
200
ug/L
400.0
BRL
99
78-129
Benzene
174
5.0
ug/L
200.0
BRL
87
73-131
Bromochloromethane
180
20
ug/L
200.0
BRL
90
78-135
Bromodichloromethane
172
5.0
ug/L
200.0
BRL
86
74-138
Bromoform
160
10
ug/L
200.0
BRL
80
72-130
Bromomethane
58.5
10
ug/L
200.0
BRL
29
41-173 M
Carbon disulfide
173
50
ug/L
200.0
BRL
87
59-138
Carbon Tetrachloride
164
20
ug/L
200.0
BRL
82
66-149
Chlorobenzene
174
5.0
ug/L
200.0
BRL
87
76-119
Chloroethane
241
5.0
ug/L
200.0
BRL
120
52-153
Chloroform
172
5.0
ug/L
200.0
BRL
86
74-136
Chloromethane
179
5.0
ug/L
200.0
BRL
89
39-155
cis-1,2-Dichloroethylene
169
5.0
ug/L
200.0
BRL
85
74-144
cis-1,3-Dichloropropylene
166
5.0
ug/L
200.0
BRL
83
64-132
Dibromochloromethane
166
5.0
ug/L
200.0
BRL
83
77-131
Dibromomethane
168
20
ug/L
200.0
BRL
84
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 23 of 32

• 0
Waypoint
ANALYTICAL
Level II QC Report
4/6/20
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Work Order: 0030354
Attn: Alec Macbeth Time Submitted: 3/27/2020 8:35: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 P000545 - 5030B
Matrix Spike (P000545-MS1)
Ethylbenzene
m,p-Xylenes
Methyl Butyl Ketone (2-Hexanone)
Methyl Ethyl Ketone (2-Butanone)
Methyl Iodide
Methyl Isobutyl Ketone
Methylene Chloride
o-Xylene
Styrene
Tetrachloroethylene
Tetrahydrofuran
Toluene
trans-1,2-Dichloroethylene
trans-1,3-Dichloropropylene
trans-1,4-Dichloro-2-butene
Trichloroethylene
Trichlorofluoromethane
Vinyl acetate
Vinyl chloride
Xylenes, total
Surrogate: 4-Bromofluorobenzene
Surrogate: Dibromofluoromethane
Surrogate: Toluene-d8
Matrix Spike Dup (P000545-MSD1)
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethylene
1,2,3-Trichloropropane
1,2-Dibromo-3-chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,4-Dichlorobenzene
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Carbon disulfide
Carbon Tetrachloride
Source:0030354-01
168
5.0
ug/L
344
10
ug/L
157
50
ug/L
166
50
ug/L
93.4
50
ug/L
161
50
ug/L
155
10
ug/L
171
5.0
ug/L
167
5.0
ug/L
173
5.0
ug/L
156
100
ug/L
172
5.0
ug/L
171
5.0
ug/L
161
5.0
ug/L
108
100
ug/L
175
5.0
ug/L
212
5.0
ug/L
198
20
ug/L
192
5.0
ug/L
515
15
ug/L
51.4
ug/L
51.3
ug/L
49.7
ug/L
Source:0030354-01
166
5.0
ug/L
165
5.0
ug/L
168
5.0
ug/L
172
5.0
ug/L
165
5.0
ug/L
161
5.0
ug/L
163
10
ug/L
164
20
ug/L
162
5.0
ug/L
183
5.0
ug/L
159
5.0
ug/L
167
5.0
ug/L
177
5.0
ug/L
260
50
ug/L
389
200
ug/L
170
5.0
ug/L
176
20
ug/L
166
5.0
ug/L
160
10
ug/L
80.4
10
ug/L
165
50
ug/L
162
20
ug/L
Prepared & Analyzed: 03/27/20
200.0
BRL
84
400.0
BRL
86
200.0
BRL
79
200.0
BRL
83
200.0
BRL
47
200.0
BRL
80
200.0
BRL
78
200.0
BRL
85
200.0
BRL
84
200.0
BRL
86
200.0
BRL
78
200.0
BRL
86
200.0
BRL
86
200.0
BRL
81
200.0
BRL
54
200.0
BRL
88
200.0
BRL
106
200.0
BRL
99
200.0
BRL
96
600.0
BRL
86
50.00
103
50.00
103
50.00
99
Prepared & Analyzed: 03/27/20
200.0
BRL
83
200.0
BRL
83
200.0
BRL
84
200.0
BRL
86
200.0
BRL
83
200.0
BRL
81
200.0
BRL
82
200.0
BRL
82
200.0
BRL
81
200.0
BRL
92
200.0
BRL
80
200.0
BRL
83
200.0
BRL
88
400.0
BRL
65
400.0
BRL
97
200.0
BRL
85
200.0
BRL
88
200.0
BRL
83
200.0
BRL
80
200.0
BRL
40
200.0
BRL
83
200.0
BRL
81
78-130
66-144
65-130
65-137
70-130
64-137
71-134
75-131
77-128
76-130
70-130
72-135
73-141
64-137
70-130
72-133
61-152
80-154
54-146
66-144
80-124
75-129
77-123
78-134
3
19
67-145
2
18
68-123
4
19
75-134
1
18
75-134
3
18
65-162
3
20
73-122
3
18
64-133
7
25
80-129
1
19
80-125
3
16
69-129
2
17
75-131
2
17
76-124
2
17
40-162
1
23
78-129
2
20
73-131
2
17
78-135
2
17
74-138
4
19
72-130
0.2
22
41-173
32
33
59-138
5
27
66-149
1
23
M
M
M
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 32

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
4/6/20
Work Order: 0030354
Time Submitted: 3/27/2020 8:35:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P000545 - 5030B
Matrix Spike Dup (P000545-MSD1)
Source: 0030354-01
Prepared & Analyzed: 03/27/20
Chlorobenzene
167
5.0
ug/L
200.0
BRL
84
76-119
4
20
Chloroethane
219
5.0
ug/L
200.0
BRL
110
52-153
9
24
Chloroform
168
5.0
ug/L
200.0
BRL
84
74-136
2
19
Chloromethane
171
5.0
ug/L
200.0
BRL
86
39-155
4
20
cis-1,2-Dichloroethylene
167
5.0
ug/L
200.0
BRL
83
74-144
1
17
cis-1,3-Dichloropropylene
163
5.0
ug/L
200.0
BRL
82
64-132
2
18
Dibromochloromethane
162
5.0
ug/L
200.0
BRL
81
77-131
2
21
Dibromomethane
167
20
ug/L
200.0
BRL
84
76-136
0.5
18
Ethylbenzene
162
5.0
ug/L
200.0
BRL
81
78-130
4
18
m,p-Xylenes
332
10
ug/L
400.0
BRL
83
66-144
4
19
Methyl Butyl Ketone (2-Hexanone)
157
50
ug/L
200.0
BRL
78
65-130
0.1
23
Methyl Ethyl Ketone (2-Butanone)
162
50
ug/L
200.0
BRL
81
65-137
3
23
Methyl Iodide
115
50
ug/L
200.0
BRL
57
70-130
20
20 M
Methyl Isobutyl Ketone
159
50
ug/L
200.0
BRL
79
64-137
1
24
Methylene Chloride
153
10
ug/L
200.0
BRL
77
71-134
1
17
o-Xylene
167
5.0
ug/L
200.0
BRL
83
75-131
2
20
Styrene
165
5.0
ug/L
200.0
BRL
82
77-128
2
17
Tetrachloroethylene
164
5.0
ug/L
200.0
BRL
82
76-130
5
20
Tetrahydrofuran
159
100
ug/L
200.0
BRL
79
70-130
2
20
Toluene
168
5.0
ug/L
200.0
BRL
84
72-135
3
18
trans-1,2-Dichloroethylene
165
5.0
ug/L
200.0
BRL
82
73-141
4
18
trans-1,3-Dichloropropylene
164
5.0
ug/L
200.0
BRL
82
64-137
2
21
trans-1,4-Dichloro-2-butene
110
100
ug/L
200.0
BRL
55
70-130
2
20 M
Trichloroethylene
171
5.0
ug/L
200.0
BRL
86
72-133
2
17
Trichlorofluoromethane
200
5.0
ug/L
200.0
BRL
100
61-152
6
27
Vinyl acetate
194
20
ug/L
200.0
BRL
97
80-154
2
18
Vinyl chloride
188
5.0
ug/L
200.0
BRL
94
54-146
2
25
Xylenes, total
499
15
ug/L
600.0
BRL
83
66-144
3
20
Surrogate:4-Bromofluorobenzene
50.6
ug/L
50.00
101
80-124
Surrogate: Dibromofluoromethane
50.9
ug/L
50.00
102
75-129
Surrogate: Toluene-d8
49.3
ug/L
50.00
99
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 25 of 32

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
4/6/20
Work Order: 0030354
Time Submitted: 3/27/2020 8:35:OOAM
Reporting Spike Source %REC RPD
Analyte Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P000537 - 5030B
Blank (P000537-BLK1) Prepared & Analyzed: 03/27/20
1,4-Dioxane BRL 2.0 ug/L
LCS (P000537-BS1) Prepared &Analyzed: 03/27/20
1,4-Dioxane 49.3 2.0 ug/L 50.00 99 55-145
Matrix Spike (P000537-MS1) Source: 0030354-01 Prepared & Analyzed: 03/27/20
1,4-Dioxane 48.7 2.0 ug/L 50.00 2.58 92 55-145
Matrix Spike Dup (P000537-MSD1) Source: 0030354-01 Prepared & Analyzed: 03/27/20
1,4-Dioxane 49.8 2.0 ug/L 50.00 2.58 94 55-145 2 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 26 of 32

Level II QC Report
0int 4/6/20
Waypo
ANALYTICAL
Anchor QEA of North Carolina, PLLC Project: Madison Closed Landfill Work Order: 0030354
Attn: Alec Macbeth Time Submitted: 3/27/2020 8:35: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 P000556 - 3005A
Blank (P000556-BLK1)
Prepared: 03/30/20 Analyzed: 03/31/20
Arsenic
BRL
1.0
ug/L
Barium
BRL
10
ug/L
Cadmium
BRL
1.0
ug/L
Chromium
BRL
3.0
ug/L
Lead
BRL
1.0
ug/L
Selenium
BRL
5.0
ug/L
Silver
BRL
1.0
ug/L
LCS (P000556-BS1)
Prepared: 03/30/20 Analyzed: 03/31/20
Arsenic
101
1.0
ug/L
100.0 101 80-120
Barium
96.8
10
ug/L
100.0 97 80-120
Cadmium
100
1.0
ug/L
100.0 100 80-120
Chromium
99.4
3.0
ug/L
100.0 99 80-120
Lead
99.6
1.0
ug/L
100.0 100 80-120
Selenium
108
5.0
ug/L
100.0 108 80-120
Silver
101
1.0
ug/L
100.0 101 80-120
Matrix Spike (P000556-MS1)
Source: 0030354-02
Prepared: 03/30/20 Analyzed: 03/31/20
Arsenic
102
1.0
ug/L
100.0 BRL 102 75-125
Barium
150
10
ug/L
100.0 57.1 93 75-125
Cadmium
102
1.0
ug/L
100.0 BRL 102 75-125
Chromium
101
3.0
ug/L
100.0 BRL 101 75-125
Lead
99.7
1.0
ug/L
100.0 BRL 100 75-125
Selenium
110
5.0
ug/L
100.0 BRL 110 75-125
Silver
101
1.0
ug/L
100.0 BRL 101 75-125
Matrix Spike Dup (P000556-MSD1)
Source: 0030354-02
Prepared: 03/30/20 Analyzed: 03/31/20
Arsenic
101
1.0
ug/L
100.0 BRL 101 75-125
0.7
20
Barium
156
10
ug/L
100.0 57.1 99 75-125
4
20
Cadmium
101
1.0
ug/L
100.0 BRL 101 75-125
0.7
20
Chromium
99.1
3.0
ug/L
100.0 BRL 99 75-125
2
20
Lead
99.8
1.0
ug/L
100.0 BRL 100 75-125
0.1
20
Selenium
105
5.0
ug/L
100.0 BRL 105 75-125
5
20
Silver
101
1.0
ug/L
100.0 BRL 101 75-125
0.6
20
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 32

1 0
Waypoint
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Attn: Alec Macbeth
231 Haywood Street
Asheville, NC 28801
Total Metals - Quality Control
Analyte
Project: Madison Closed Landfill
Level II QC Report
4/6/20
Work Order: 0030354
Time Submitted: 3/27/2020 8:35:OOAM
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P000556 - 3005A
Post Spike (P000556-PS1)
Source: 0030354-02
Prepared: 03/30/20 Analyzed: 03/31/20
Arsenic
98.1
ug/L
100.0 0.0530 98
80-120
Barium
158
ug/L
100.0 57.1 101
80-120
Cadmium
106
ug/L
100.0 0.0870 106
80-120
Chromium
96.4
ug/L
100.0 0.159 96
80-120
Lead
101
ug/L
100.0 0.323 101
80-120
Selenium
107
ug/L
100.0 0.231 106
80-120
Silver
102
ug/L
100.0 0.0100 102
80-120
Batch P000561 - 7470A
Blank (P000561-BLK1)
Prepared &Analyzed: 03/30/20
Mercury
BRL
0.20 ug/L
LCS (P000561-BS1)
Prepared &Analyzed: 03/30/20
Mercury
9.87
0.20 ug/L
9.375 105
80-120
Matrix Spike (P000561-MS1)
Source: 0030354-06
Prepared & Analyzed: 03/30/20
Mercury
9.92
0.20 ug/L
9.375 BRL 106
80-120
Matrix Spike Dup (P000561-MSD1)
Source: 0030354-06
Prepared & Analyzed: 03/30/20
Mercury
9.33
0.20 ug/L
9.375 BRL 99
80-120 6 20
Batch P000574 - 7470A
Blank (P000574-BLK1)
Prepared &Analyzed: 03/31/20
Mercury
BRL
0.20 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 28 of 32

1 0
Waypoint
ANALYTICAL
Anchor QEA of North Carolina, PLLC
Attn: Alec Macbeth
231 Haywood Street
Asheville, NC 28801
Total Metals - Quality Control
Analyte
Project: Madison Closed Landfill
Level II QC Report
4/6/20
Work Order: 0030354
Time Submitted: 3/27/2020 8:35:OOAM
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch P000574 - 7470A
LCS (P000574-BSI) Prepared &Analyzed: 03/31/20
Mercury 9.13 0.20 ug/L 9.375 97 80-120
Matrix Spike (P000574-MS1) Source: 0030354-07 Prepared &Analyzed: 03/31/20
Mercury 9.41 0.20 ug/L 9.375 BRL 100 80-120
Matrix Spike Dup (P000574-MSD1) Source: 0030354-07 Prepared & Analyzed: 03/31/20
Mercury 9.48 0.20 ug/L 9.375 BRL 101 80-120 0.8 20
Post Spike (P000574-PS1) Source: 0030354-07 Prepared &Analyzed: 03/31/20
Mercury 4.89 ug/L 5.000 0.0126 97 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 29 of 32

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
4/6/20
Work Order: 0030354
Time Submitted: 3/27/2020 8:35:OOAM
Reporting Spike Source %REC RPD
Result Limit Units Level Result %REC Limits RPD Limit Notes
Batch POD0017 - NO PREP
Blank (POD0017-BLK1) Prepared &Analyzed: 04/01/20
Hardness BRL 5000 ug/L
LCS (POD0017-BS1) Prepared &Analyzed: 04/01/20
Hardness 50500 5000 ug/L 50000 101 90-110
Duplicate (POD0017-DUP1) Source: 0030354-07 Prepared &Analyzed: 04/01/20
Hardness 38500 5000 ug/L 38000 1 200
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 32

Sample Extraction Data
Prep Method: 3005A
Lab Number Batch Initial Final Date/Time
0030354-01
P000556
50
mL
50 mL
03/30/20
7:46
0030354-02
P000556
50
mL
50 mL
03/30/20
7:46
0030354-03
P000556
50
mL
50 mL
03/30/20
7:46
0030354-04
P000556
50
mL
50 mL
03/30/20
7:46
0030354-05
P000556
50
mL
50 mL
03/30/20
7:46
0030354-06
P000556
50
mL
50 mL
03/30/20
7:46
0030354-07
P000556
50
mL
50 mL
03/30/20
7:46
Prep Method: 7470A
Lab Number
Batch
Initial
Final
Date/Time
0030354-01
P000561
20
mL
30 mL
03/30/20
9:01
0030354-02
P000561
20
mL
30 mL
03/30/20
9:01
0030354-03
P000574
20
mL
30 mL
03/31/20
6:25
0030354-04
P000574
20
mL
30 mL
03/31/20
6:25
0030354-05
P000574
20
mL
30 mL
03/31/20
6:25
0030354-06
P000561
20
mL
30 mL
03/30/20
9:01
0030354-07
P000574
20
mL
30 mL
03/31/20
6:25
Prep Method: 5030E
Lab Number
Batch
Initial
Final
Date/Time
0030354-01
P000545
10
mL
10 mL
03/27/20 10:00
0030354-02
P000545
10
mL
10 mL
03/27/20 10:00
0030354-03
P000545
10
mL
10 mL
03/27/20 10:00
0030354-04
P000545
10
mL
10 mL
03/27/20 10:00
0030354-05
P000545
10
mL
10 mL
03/27/20 10:00
0030354-06
P000545
10
mL
10 mL
03/27/20 10:00
0030354-07
P000545
10
mL
10 mL
03/27/20 10:00
0030354-08
P000545
10
mL
10 mL
03/27/20 10:00
Prep Method: 5030B
Lab Number
Batch
Initial
Final
Date/Time
0030354-01
P000537
5
mL
5 mL
03/27/20
10:05
0030354-02
P000537
5
mL
5 mL
03/27/20
10:05
0030354-03
P000537
5
mL
5 mL
03/27/20
10:05
0030354-04
P000537
5
mL
5 mL
03/27/20
10:05
0030354-05
P000537
5
mL
5 mL
03/27/20
10:05
0030354-06
P000537
5
mL
5 mL
03/27/20
10:05
0030354-07
P000537
5
mL
5 mL
03/27/20
10:05
0030354-08
P000537
5
mL
5 mL
03/27/20
10:05
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 32

0
z
D
El
m
n
0
v
m
n
c
(D
0
n
0
m
N
m
U)
N
T
n
d
r
n
m
O
7
r
M
a
n
a
O
mi
m
0
m'
d
3
N
3
N
N
N
O
x
m
d
Q
ca
v
d
O
X
O
z
D
r
❑ ❑ 0 3. 7�j TI 71 N C Cn
a„ p - Q c v M
-
`�
S.
I
s,
f
�
,
�
.�
y
>
CO) CO) m m
r: v 3 s
eo eo o
z s -0 3
❑ N W '��°
�
0.3
�a
r
�[,®r
'iw
%
I
p y
r r
a� rCn
vi
p
C
�(�
c
r
m n
m oni
�?
oo.
c- s 3�
����.
p
D
',
yt
Q
ar
�
y r
mm❑❑c�'
.. =
an
��� my�
1,y
JW 1
e
zi
az-
n 3 z tM� N
1�
1
ii
0
y 3
S
e
o
m
ma 4 .'N
.ja
n
0
n > y m n
m
a
a
O❑G7
A
�v
m
ID
(zi0o om °�
nm
y
C F 8,o -=
❑ o
m
°
IF 3 C
V
CA�= m� ma
�� oa d�
°c
N
w
10
-,
�P v
Ij
z> n m
a � �
Zxln m CD
v
�
2�
nZ� v25 a co
M CD
27
(�+
D.
❑ z$ D o d r
CO)G1 m..
v
r 3
G���
b
yS �p
n D 45 CD m
103 r2
CL
nz� CA
no- X
[
m
�c m w Fv
mIll
my ° D
t
❑❑ n j e�+ j q 'tD7 Z
r
no
Jr
m�
rm
o
A m y w ;� a y
Z�3
MT OF= m
F
o .0 o O
y
❑: 1� "i IpN
m
M N �' f- O N
;mu
�1
co) a -1❑
n 4 m z Q •.
�'
74
��(
Z
O
n
o
T CID z
<
m ;a
0
raz m y°
Z
D
❑❑ o
Dm a m W
❑ ❑ZJ nn
-N�f
Z n N
o'
r
1 a 7 = N ❑ to
ny� Qa
_ �,
(�
S
>om ro m
D z y a
N
❑ NS
r�N 6i m
A
0 .YS
icD
n°� ti G N 7
o. ❑ N
�y
�Nxn
❑ ❑ �' 7 3
ZJJ m01
'''
mm
rmo
manc 0
a m
nz M0
yD
oo�cr
g N y
❑mf Nch
lu
r +� sN
��m� ❑
mN(D +�
x
VJ Q m�
n `""o
z m CID -UX 0
�C y
x�
Li 0 m
m 2 °
Z m a
z o W �'W m V
nQ c
Q
eAm ❑
a °� cn
n rm m m m
2z,
�v
v �J N•
�� C]
n
N m N
CO)r
oe
3
I
0x
❑
�
�. N
cn
C
s Of �I
0 �
�
0 =
`° ° �
D tr
'
a �
v v
a (D
p N z Z
W
0
m C�
S
�* m
�_
N
m r
•
_
g
�c'
3
z
)p� a
3
�+
d m m
y
z r
n z
r
0
m
a
O
•
z
•
J
Q
o
o
m 0
3 0
n
a O O
0.0
o d
JCL
P d �
�a
A tr
CO °o D
x
Aga0
�m r
4i Z
CD r4
of
iD N
V
a -2 -6sv
a
m
0
n' too CM,
(0)[D CID x .�*
LLa.
T
1�1
Vi G y D O
L
C
m
a n =
xd
N
c
a
n
°
m
ill
'm
m
z
CA
m
°
aJO
�N
W
o
n�
r
< 'Y
m
m
r�
n
X
5�
D
-' " C 2 � X cn
p� N ; W m
O cn$ O� 3
AF cn
a;'o&
jo CO i
i D m Z D
> tr Z m m e
A.� oIm
m
= J (A N
Q m
m ^'