3404_Forsyth_Kernersville_MSWLF_Feb2022GW_FID1691370_20220630

DENR USE ONLY ❑Paper Report []Electronic Data -Email CD (data loaded: Yes / No Doc/Event #:
NC DENR I I Environmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
WithersRavenel, Inc.
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: G. Matthew James, PG
E-mail: [e-mail]
I,r . r - •]R1P&1.1 1I9191".
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or. 1600) October 20-24, 2006)
Town of Kernersville Landfill Freeman Road 34-04 .0500 July 20, 2021
Kernersville, NC 27284
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring ❑X Detection Monitoring ❑ Assessment Monitoring ❑ Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑
Groundwater monitoring data from private water supply wells ❑
Leachate monitoring data ❑
Surface water monitoring data
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
Notification attached?
No. No groundwater or surface water standards were exceeded.
X Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
❑ Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
G. Matthew James PG Director of Geosciences 919.238.0335
Facility Representative Name (Print) Title (Area Code) Telephone Number
�� June 29, 2022
0
Signature Date
115 MacKenan Drive, Cary, NC 27511
Facility Representative Address
F-1479
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
Affix NC Licensed/ Professional Geologist Seal
oAtN GA SO
SEAL
2310
4- 5
'..,qq e0tO G3e

40
�oo WithersRavenel
Our People. Your Success.
June 29, 2022
Ms. Jaclynne Drummond
Compliance Hydrogeologist
NC Department of Environment and Natural Resources
Division of Waste Management -Solid Waste Section
2090 US Highway 70
Swannanoa, NC 28778
RE: February 2022 Water Quality Monitoring Report
Town of Kernersville Landfill, Permit No. 34-04
Forsyth County, North Carolina
WR Project No. 06140180.48
Dear Ms. Drummond:
On behalf of the Town of Kernersville, WithersRavenel appreciates the opportunity to submit the
attached February 2022 Water Quality Monitoring Report for the Town of Kernersville Closed Landfill,
Permit No. 34-04. The attached report contains electronic versions of the complete report,
appendices for the February 2022 sampling event, and historic data from previous sampling events.
Also attached is the North Carolina Environmental Monitoring Reporting Form for the February
2022 monitoring event.
Please contact me at [e-mail] with comments, questions, or requests.
Sincerely
WithersRavenel
G. Matthew James, PG
Director of Geosciences
Attachment
C: Brad Beeson -Town of Kernersville, Solid Waste Superintendent
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

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FEBRUARY 2022 WATER QUALITY MONITORING REPORT
Town of Kernersville Closed Landfill
9900 Freeman Road
Kernersville, Forsyth County, North Carolina
NCDEQ Permit ID #: 34-04
Prepared for:
Town of Kernersville
Public Works Department
PO Box 728
Kernersville, North Carolina 27285
Prepared By:
WithersRavenel, Inc.
115 MacKenan Drive
Cary, North Carolina 27511
WR Project #: 06140180.48
June 29, 2022
Mati Maltba
Environmental Technician I
G. Matthew James, PG
Director of Geosciences
0- s9-204
QQ
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Lor.
DP�� `

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TABLE OF CONTENTS
1.0
INTRODUCTION.................................................................................................................................1
1.1
Site Information............................................................................................................................1
1.2
Site Geology and Hydrogeology....................................................................................................1
1.3
Regulatory Status..........................................................................................................................1
2.0
FACILITY MONITORING PROGRAM...................................................................................................3
2.1
Groundwater Monitoring Program...............................................................................................3
2.2
Surface Water Monitoring Program.............................................................................................3
3.0
GROUNDWATER AND SURFACE WATER SAMPLING EVENT.............................................................4
3.1
Field Services.................................................................................................................................4
3.2
Quality Control..............................................................................................................................5
4.0
ANALYTICAL RESULTS........................................................................................................................6
4.1
Groundwater.................................................................................................................................6
4.2
Surface Water...............................................................................................................................6
5.0
MONITORED NATURAL ATTENUATION (MNA) EVALUATION
...........................................................8
5.1
MINA Parameters...........................................................................................................................8
6.0
FINDINGS...........................................................................................................................................6
7.0
REFERENCES......................................................................................................................................7
Page i of ii

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Figures
Figure 1
General Location Map
Figure 2
Monitoring Well Location Map
Figure 3A
Potentiometric Map February 2022
Figure 3B
Potentiometric Map July 2021
Figure 4
Groundwater 2L/GWP Exceedances
Tables
Table 1
Monitoring Well Construction Details
Table 2
Groundwater Surface Elevations
Table 3
Historical Groundwater Elevations
Table 4
Groundwater Analytical Results
Table 5
Surface Water Analytical Results
Table 6
Summary of MNA Constituents
Appendices
Appendix I Laboratory Analytical Reports and Field Notes
Appendix II Historical Summary Tables (reproduced from Joyce Reports)
Table 1A Summary of Historical Groundwater Elevations
Table 1B Monitoring Well and Boring Completion Summary
Table 2 Summary of Estimated Hydraulic Gradient and Linear Velocity
Table 3 Summary of Historical Groundwater Constituents
Table 4 Summary of Historical Surface Water Constituents
Table 5 Summary of MNA Constituents
Page ii of ii

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1.0 INTRODUCTION
1.1 Site Information
The Town of Kernersville Landfill is a closed, unlined municipal solid waste landfill located on
approximately 58.2 acres in Forsyth and Guilford Counties, NC, approximately 10 miles north of
the Town of Kernersville. The waste disposal area comprises approximately 13.8 acres. Figure
1, General Location Map illustrates the general location of the landfill on top of a 7.5-minute
United States Geologic Survey (USGS) topographic map for the Belews Creek, North Carolina
Quadrangle (Quad). The facility was issued a Permit to Operate by the North Carolina
Department of Waste Management (DWM), Solid Waste Section (Section) on May 15, 1985,
and a Letter of Closure on December 10, 1991.
The landfill is zoned residential/agricultural and is bounded on the east and west by open fields
and woodlands. The landfill is bounded on the north by property owned by Waste Management
and farther north by Freeman Road, and on the south by an unnamed tributary of Belews Creek.
Figure 2, Water Quality Sampling Locations Map illustrates the property boundaries, waste
disposal boundaries, monitoring well locations, and surface water sample locations.
1.2 Site Geology and Hydrogeology
The Town of Kernersville Landfill is located in the Piedmont Physiographic Province of North
Carolina and is underlain by intrusive granitic rocks of Pennsylvanian -to -Permian age, which are
part of the Charlotte Belt Geologic Unit. The uppermost aquifer is unconfined and includes both
saprolite and fractured bedrock, which are well-connected. Groundwater at the site has
historically been reported flowing generally to the southwest.
Joyce Engineering (JOYCE) conducted hydraulic conductivity testing in November 2013 and,
using the modified Darcy equation (V=Ki/n), reported the following:
• Hydraulic gradient (i) is 0.04 ft/ft.
• An effective porosity value (n) of 30 percent was estimated.
• Hydraulic conductivity (K) 1.73 ft/day: and
• The calculated groundwater flow rate averaged approximately 0.20 ft/day.
1.3 Regulatory Status
The Town of Kernersville (Town) is currently monitoring groundwater at the landfill in
accordance with criteria set forth in Title 15A Subchapter 13B .0500 of the North Carolina Solid
Waste Management Rules for municipal solid waste landfills (MSWLF) closed prior to October 9,
1993. Samples are analyzed for all constituents listed in 40 CFR Part 258, Appendix I Constituents
for Detection Monitoring ("Appendix I") and compared to the North Carolina Groundwater Quality
Standards as listed in 15A NCAC 2L (the "2L Standards"); or, when a 2L Standard is not
established, the Section's Groundwater Protection Standards (GWPs) or Interim Maximum
Allowable Concentrations (IMACs).
February 2022 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.48
June 2022
Page 1 of 7

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Based on the presence of targeted Appendix I constituents detected at concentrations above
the referenced standards that could potentially be crossing the facility boundary, the Section
requested that the Town submit a Groundwater Assessment Plan to evaluate site conditions as
they relate to groundwater quality. JOYCE submitted a Groundwater Assessment Report to the
Section on May 13, 2013, and concluded that, based on site hydrogeology, it would be very
unlikely that the site impacts at concentrations above their respective standards would cross the
property boundaries.
In a July 16, 2013, response to information presented in the Groundwater Assessment Report, the
Section determined that, despite the conclusions presented in JOYCE's Groundwater Assessment
Report, the detection of volatile organic compounds (VOCs) at concentrations that exceeded the
referenced standards beyond the compliance boundary of the site constituted a violation of
Section regulations. JOYCE submitted a Corrective Action Plan (CAP) on behalf of the Town in
July 2014, which the Section approved on November 4, 2014. Note that the NCDENR is now
doing business as the North Carolina Department of Environmental Quality (NCDEQ).
On April 11, 2022 in response to the Corrective Action Evaluation Report dated March 19, 2022,
the Town has requested to continue current monitoring procedures of Monitoring Natural
Attenuation and Phytoremediation without modification. The Section approved the report with
the following conditions:
1. Replacing or repairing the consistently dry monitoring well MW-1 before the end of
2022,
2. Including a new surface water sample location to the July 2022 monitoring event
between existing surface water sample locations SW-2 and SW-3 in relation to
protection of human health and the environment, and
3. Including the analysis of 1,4-Dioxane for the groundwater monitoring well and surface
water samples in future semiannual monitoring events.
February 2022 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.48
June 2022
Page 2 of 7

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2.0 FACILITY MONITORING PROGRAM
2.1 Groundwater Monitoring Program
The current groundwater quality monitoring network consists of six monitoring wells, including
one upgradient (background) well and five downgradient (compliance) wells. Monitoring well
locations are illustrated on Figure 2. Monitoring well MW-6 currently serves as the background
well for the facility. Former background monitoring well MW-1 was replaced (by monitoring
well MW-6) due to slow recharge in the well, low well volumes, or being dry during sampling
events. Downgradient monitoring wells MW-2R, MW-3S, MW-3D, MW-4, and MW-5R are
monitored for the Appendix I list of constituents as part of the compliance network for the
facility. Well construction parameters are presented in Table 1, Monitoring Well Construction
Details.
As a condition of the aforementioned CAP, monitoring wells MW-2R, MW-3S, MW-3D, MW-4
and MW-6 are also periodically monitored for the following Monitored Natural Attenuation
(MNA) constituents:
• Nitrate, sulfate, chloride, sulfide, alkalinity, and
• Total organic carbon (TOC);
Groundwater samples collected semiannually are analyzed for the Appendix I list of constituents
and periodically for the above -referenced MNA parameters. Sample analyses are then compared
to the 2L Standards or IMACs or GWPs, where appropriate.
2.2 Surface Water Monitoring Program
Surface water at the landfill is monitored semi-annually in conjunction with the groundwater
sampling events. Samples are collected from three surface water monitoring points (designated
SW-1, SW-2, and SW-3). Surface water sample locations are also illustrated on Figure 2.
These surface water monitoring points are summarized below, along with their current
monitoring program status.
Surface Water Designation
SW-1
SW-2
SW-3
Classification
Upstream/Compliance
Compliance
Compliance
Surface water samples are collected and analyzed for the Appendix I list of constituents during
both semiannual monitoring events. Analytical results are compared to the Classifications and
Water Quality Standards Applicable to Surface Waters of NC as listed in 15A NCAC 2B (213
Standards).
February 2022 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.48
June 2022
Page 3 of 7

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3.0 GROUNDWATER AND SURFACE WATER SAMPLING EVENT
3.1 Field Services
On February 3, 2021, WithersRavenel (WR) personnel mobilized to the facility to purge and
sample monitoring wells MW-1, MW-2R MW-3S, MW-3D, MW-4, MW-5R, and MW-6 and
sample surface water sample locations SW-1, SW-2, and SW-3. Prior to purging each well, the
depth to the static water level was measured with an electronic water level indicator accurate
to 0.01-foot. Due to the lack of water encountered within monitoring well MW-1, a sample was
not collected for laboratory analysis. Table 2, Groundwater Surface Elevations presents
groundwater surface elevations calculated from static water levels recorded by WR personnel
compared to top -of -well casing elevations reported by JOYCE in their 2015 reports. Figure 3A,
Potentiometric Map (February 2022) illustrates estimated groundwater flow across the landfill
site based on the reported groundwater surface elevations during the February 2022 sampling
event. Figure 313, Potentiometric Map (July 2021) illustrates estimated groundwater flow across
the landfill site based on the reported groundwater surface elevations during the July 2021
sampling event. As shown on these figures and in recent sampling events, groundwater appears
to be flowing in a southwesterly direction towards an unnamed tributary of East Belews Creek.
Table 3, Historical Groundwater Elevations presents groundwater surface elevations reported
by JOYCE between 2009 and 2015, and by WR between 2016 and 2022.
The monitoring wells were purged and sampled using either disposable bailers or submersible
pump. Field parameters, including temperature, pH, specific conductivity, dissolved oxygen,
oxidation-reduction potential, and turbidity, were recorded in the site -specific sampling forms
after purging and before sampling.
Groundwater Sampling Methods
Groundwater samples from each monitoring well were collected directly from a submersible
pump or decanted from disposable bailers into the laboratory -prepared and -provided containers
immediately after purging. Samples were then placed into laboratory -provided coolers, chilled
on ice to approximately 4°C, and delivered to a State of North Carolina -certified laboratory (Pace
Laboratories) under standard Chain -of -Custody (COC) protocol. Field data logs are provided in
the Appendix to this report.
Surface Water Sampling Methods
Surface water samples were collected either directly into laboratory -provided, non -preserved
sample containers, or by decanting the sample from a non -preserved 1-Liter amber glass
container into the appropriate containers. In both methods, samples were collected with the
container opening facing into the current flow. When used, care was taken to not overfill the
preserved sample containers (which could lead to preservative loss). To avoid sample -induced
turbidity the were collected initially from the downstream sample location (previously
designated SW-2 by others), and in sequence upstream, SW-3 and then SW-1 to reduce
potential turbidity in the samples (Figure 2). After sample collection, the samples were placed in
a laboratory -provided cooler, chilled on ice to approximately 4°C, and submitted to Pace
Laboratories under standard COC protocol.
February 2022 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.48
June 2022
Page 4 of 7

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3.2 Quality Control
Two Trip Blanks were prepared by the laboratory to accompany the volatile sampling containers
during shipment to and from the laboratory. The Trip Blanks were analyzed for VOCs only.
February 2022 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.48
June 2022
Page 5 of 7

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4.0 ANALYTICAL RESULTS
4.1 Groundwater
Groundwater samples were analyzed for the Appendix I list and the modified list of MNA
constituents and compared to the respective 2L Standards or GWPs where appropriate. The
following table provides a summary of the compounds detected above the current 2L Standard(s)
or GWP(s) in the groundwater samples collected during the February 2022 event.
Constituent
Referenced
Standard
Compliance Wells
(2L/GWP)
MW-1
MW-2R
MW-3S
MW-31D
MW-4
MW-5R
MW-6
Benzene
1.0
Dry -
Not
Sampled
3.3
BDL
0.41
0.40
BDL
BDL
1,1-Dichloroethane
6.0
10.6
0.530
1.3
1.4
BDL
BDL
1,2-Dichloroethane
0.4
BDL
BDL
0.47
BDL
BDL
BDL
1,2-Dichloropropane
0.6
3.50
BDL
0.84
BDL
BDL
BDL
Vinyl chloride
0.03
4.0
1.2
4.2
10.7
BDL
BDL
Cadmium
2
1.9
24.4
BDL
BDL
0.83
BDL
Chromium
10
BDL
66.5
BDL
24.0
14.7
BDL
Cobalt
1
4.0
33.1
0.31
4.4
16.3
0.78
Lead
15
BDL
27.6
BDL
5.6
37.8
BDL
Vanadium
7
4.1
230
BDL
21.3
52.0
6.4
Zinc
1,000
11.2
2,510
BDL
20.4
125
BDL
Notes:
BDL Below Laboratory Method Detection Limit
Result Result Exceeds 2L Standard or GWP
All Concentration reported in µg/L
Figure 4, Groundwater Standard Exceedances Map illustrates exceedances to the referenced
standards at the monitoring well locations and Table 4, Groundwater Analytical Results provides
a full summary of the results from the February 2022 sampling event.
In general, the organic and inorganic results are consistent with historical data. Historical
groundwater data, laboratory quality assurance/quality control information and the chain -of -
custody records are included in the Appendix.
4.2 Surface Water
Surface water samples were analyzed for the Appendix I list only. No analytes were detected at
concentrations above the 213 Standards in surface water samples collected during the February
2022 sampling event. The results were consistent with historical data. Surface water data can
be found in Table 5, Surface Water Analytical Results.
The results, as reported by the laboratory, historical surface water data, the laboratory
quality/assurance/quality control information, and the chain -of -custody records are included in
February 2022 Water Quality Monitoring Report WR Project Number 06140180.48
Town of Kernersville Closed Landfill, Permit 34-04 June 2022
Page 6 of 7

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the Appendix.
February 2022 Water Quality Monitoring Report WR Project Number 06140180.48
Town of Kernersville Closed Landfill, Permit 34-04 June 2022
Page 7 of 7

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5.0 MONITORED NATURAL ATTENUATION (MNA) EVALUATION
5.1 MNA Parameters
According to previous reports, in accordance with the facility CAP, MNA baseline sampling was
initiated during the November 2014 sampling event and finished during the November 2015
sampling event. During those events, the full list of MNA parameters (shown below) were
measured in samples collected from monitoring wells MW-2, MW-3S, MW-3D, and MW-4.
MNA field (geochemical) parameters included:
• Temperature
• pH
• Specific conductance
• Oxidation-reduction potential (ORP)
• Turbidity; and
• Dissolved oxygen.
Laboratory parameters included:
• Biological Oxygen Demand (BOD)
• Chemical Oxygen Demand (COD)
• Dissolved hydrogen
• Nitrate
• Sulfate
• Chloride
• Alkalinity as CaCO3
• Sulfide
• Total Organic Carbon (TOC)
• Ethane, ethene, and methane; and
• Volatile fatty acids.
The full list of MNA parameters were not analyzed during the February 2022 sampling event.
MNA parameters analyzed during the February 2022 sampling event are presented on Table 6,
Summary of MNA Constituents, and included:
• Chloride,
• Nitrogen, Nitrate
• Sulfate
• Sulfide, and
• Total Organic Carbon (TOC)
Laboratory reports and field data forms are included in the Appendix. Analysis of the full list of
MNA parameters is planned for the July 2022 event.
February 2022 Water Quality Monitoring Report WR Project Number 06140180.48
Town of Kernersville Closed Landfill, Permit 34-04 June 2022
Page 8 of 7

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6.0 FINDINGS
Target analytes detected above the established 2L Standards and/or GWPs in groundwater
samples collected during the February 2022 sampling event appear to generally be consistent
with previous events.
One or more compounds were detected above the established 2L Standards and/or GWPs in
monitoring wells MW-2R, MW-31D, MW-4, and MW-5R. Monitoring well MW-1 was not
sampled as it was dry, and no compounds were reported in MW-6 at a concentration that
exceeded the established 2L Standards and/or GWPs.
No target analytes were detected in the surface water samples at concentrations above their
respective 2B Standards.
The Town of Kernersville Landfill will continue to monitor groundwater in accordance with the
approved CAP. The next semiannual sampling event is tentatively scheduled for July 2022.
February 2022 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.48
June 2022
Page 6 of 7

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7.0 REFERENCES
Brown, Philip M., Chief Geologist, 1985, Geologic Map of North Carolina, The North Carolina
Geologic Survey, scale 1:500,000.
Drummond, Jaclynne. "Re: Closed Town of Kernersville MSW Landfill - WQ Parameter
Clarification 06140180.33" Message to Laura Elliott, June 29, 2020. E-mail.
Joyce Engineering, Inc. Water Quality Monitoring Plan, Piedmont Landfill & Recycling Center,
September 2010.
-----, Second Semiannual Water Quality Monitoring Report of 2014, Town of Kernersville Landfill,
Permit 34-04, March 2015.
-----, Second Semiannual Water Quality Monitoring Report of 2015, Town of Kernersville Landfill,
Permit 34-04, March 2016.
-----, Corrective Action Evaluation Report (CAER), Town of Kernersville Landfill, Permit 34-04,
October 16, 2016.
North Carolina Department of Environment and Natural Resources, 2016 Solid Waste Section
Guidelines for Groundwater, Soil and Surface Water Sampling.
-----, MNA Excerpt from Examples of Approved Groundwater Corrective Measures for Solid Waste
Management Facilities, 2008.
Technical Protocol for Evaluation Natural Attenuation of Chlorinated Solvents in Groundwater,
EPA/600/R-98/128, September 1998.
United States Geological Survey, 7.5-Minute Quadrangle, Belews Creek, North Carolina
WithersRavenel, Inc., 2017 Annual Water Quality Monitoring Report, Town of Kernersville
Landfill Permit 34-04, April 2, 2018.
-----, 2018 Annual Water Quality Monitoring Report, Town of Kernersville Landfill Permit
34-04, April 16, 2019
-----, July 2019 Water Quality Monitoring Report, Town of Kernersville Landfill Permit 34-
04, October 7, 2019
-----, January 2020 Water Quality Monitoring Report, Town of Kernersville Landfill Permit
34-04, March 6, 2020.
-----, July 2020 Water Quality Monitoring Report, Town of Kernersville Landfill Permit 34-
04, September 2, 2020.
----, January 2021 Water Quality Monitoring Report, Town of Kernersville Landfill Permit
34-04, May 7, 2021
----, July 2021 Water Quality Monitoring Report, Town of Kernersville Landfill Permit 34-
04, January 25, 2022
February 2022 Water Quality Monitoring Report WR Project Number 06140180.48
Town of Kernersville Closed Landfill, Permit 34-04 June 2022
Page 7 of 7

FIGURES

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1/ 0 WithersRavenet CLOSED LANDFILL - PERMIT #34-04 MGM 1"=1000'
GOODWILL CHURCH ROAD
Engineers I Planners I Surveyors KERNERSVILLE, GUILFORD/FORSYTH COUNTY, NC APPROVED BY: DATE: PROJECT NO.:
115 VacKenan Drivel Cary, NC 275111 t: 919A69.3340 I license #: F-1479 I —withersravenel.com GENERAL LOCATION MAP mi 06/21/22 06140180.48
ft\14\14-01W\14018l)A8—T0"_&.D" L.WM S-1— FW 20n\E.*o\CAD\2M1.0821O..n.o—Ka,-"b Lan4l A— 21. 2022 — l Wn

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MW-2R
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GOODWILL CHURCH ROAD
LEGEND
FACILITY BOUNDARY
WASTE DISPOSAL BOUNDARY
$ GROUNDWATER MONITORING WELL
G SURFACE WATER SAMPLE LOCATION
NOTES:
1.) 2014 AERIAL OBTAINED FROM
FORSYTH COUNTY GIS DEPARTMENT
2.) PARCEL INFORMATION OBTAINED FROM
GUILFORD AND FORSYTH COUNTY
GIS DEPARTMENTS.
GRAPHIC SCALE
0 150 300 600
1 inch = 300 ft.
DRAWN BY: SCALE: FIGURE NO.:
Withers Rave n e l TOWN OF KERNERSVILLE CLOSED LANDFILL - PERMIT #34-04 MGM 1"=300' 2
1/ Engineers I Planners I Surveyors GOODWILL CHURCH ROAD WATER QUALITY SAMPLE LOCATIONS MAP
APPROVED BY: DATE: PROJECT NO.:
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
115 MacKenan Drive Cary, NC 275111 t: 919.469.33401 license #: F-14791 www.withersravenel—, MJ 06/21/22 06140180.48
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GOODWILL CHURCH ROAD
LEGEND
FACILITY BOUNDARY
WASTE DISPOSAL BOUNDARY
GROUNDWATER MONITORING WELL
I (761.96) GROUNDWATER SURFACE ELEVATION II
NOTES:
GROUNDWATER SURFACE ELEVATION
J�
CONTOUR
ESTIMATED GROUNDWATER FLOW
DIRECTION
1.) AERIAL OBTAINED FROM
FORSYTH COUNTY GIS DEPARTMENT
2.) PARCEL INFORMATION OBTAINED FROM
GUILFORD AND FORSYTH COUNTY
GIS DEPARTMENTS.
GRAPHIC SCALE
0 160 320 641
1 inch = 320 ft.
DRAWN BY: SCALE: FIGURE NO.:
WithersRavenel TOWN OF KERNERSVILLE CLOSED LANDFILL - PERMIT #34-04 POTENTIOMETRIC MAP MGM 1"=320' 3A
1/ Engineers I Planners I Surveyors GOODWILL CHURCH ROAD (FEBRUARY 2022)
APPROVED BY: DATE: PROJECT NO.:
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
115 MacKcnan Drivc Cary, NC 27511 t 919.469.3340 license #: F-1479 www.withersraveneLcom Mi 06/21/22 06140180.48
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a
LEGEND
FACILITY BOUNDARY
WASTE DISPOSAL BOUNDARY
0 GROUNDWATER MONITORING WELL
(761.96) GROUNDWATER SURFACE ELEVATION II
NOTES:
GROUNDWATER SURFACE ELEVATION II
CONTOUR
ESTIMATED GROUNDWATER FLOW
DIRECTION
1.) AERIAL OBTAINED FROM
FORSYTH COUNTY GIS DEPARTMENT
2.) PARCEL INFORMATION OBTAINED FROM
GUILFORD AND FORSYTH COUNTY
GIS DEPARTMENTS.
GRAPHIC SCALE
0 150 300 600
1 inch = 300 ft.
DRAWN BY: SCALE: FIGURE NO.:
WithersRavenel TOWN OF KERNERSVILLE CLOSED LANDFILL - PERMIT #34-04 POTENTIOMETRIC MAP MGM 1"=300' 313
1/ Engineers I Planners I Surveyors GOODWILL CHURCH ROAD (JULY 2021)
APPROVED BY: DATE: PROJECT NO.:
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
115 MacKcnan Drivc Cary, NC 27511 t 919.469.3340 license #: F-1479 www.withersraveneLcom Mi 06/21/22 06140180.48
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MW-3S
Jul-21
Feb-22
21-s (ug/L)
ANTIMONY
4.4
1
CADMIUM
7.95
24.4
2
CHROMIUM
15.6
66.5
10
COBALT
15.5
33.1
1
LEAD
12.5
27.6
15
THALLIUM
4.57
0.66
2
VANADIUM
76.8
230
7
ZINC
61`='
2510
1000
VINYL CHLORIDE
1.13
1.2
0.03
MW-4
Jul-21
Feb-22
21-s (ug/L)
CHROMIUM
12.1
24
10
COBALT
3.5
4.4
1
VANADIUM
17.2
21.3
7
VINYLCHLORIDE
9.62
10.7
0.03
►m
SW-2 0-
rm"W,*, 4
m
MW-3113
Jul-21
Feb-22
2Ls (ug/L)
1,2-DICHLOROETHANE
0.571
0.47
0.4
1,2-DICHLOROPROPANE
0.977
0.89
0.6
VINYL CHLORIDE
5.74
4.2
0.03
V`�3D
P
MW-3S
MW-2R
SW-3 1%,
GOODWILL CHURCH ROAD
MW-6
Jul-21
I Feb-22
21-s (ug/L)
COBALTI
1.12
1
MW-6
\BMW-1 Jul-21 I Feb-22
NOT SAMPLED - DRY WELL
MW-5
MW-5R
Jul-21
Feb-22
2Ls (ug/L)
ANTIMONY
11.8
BUL
1
CHROMIUM
11.3
14.7
10
COBALT
33.9
16.3
1
LEAD
99.5
37.8
15
VANADIUM
110
52
7
MW-2R
Jul-21
Feb-22
2Ls (ug/L)
COBALT
3.95
4.0
1
BENZENE
3.07
3.3
1
1,1-DICHLOROETHANE
9.24
10.6
6
1,2-DICHLOROETHANE
0.520
BDL
0.4
1,2-DICHLOROPROPANE
3.64
3.5
0.6
VINYL CHLORIDE
4.02
4.0
0.03
LEGEND
FACILITY BOUNDARY
WASTE DISPOSAL BOUNDARY
0 SHALLOW MONITORING WELL
® DEEP MONITORING WELL
Q SURFACE WATER SAMPLE LOCATION 11
NOTES:
1.) 2014 AERIAL OBTAINED FROM
FORSYTH COUNTY GIS DEPARTMENT
2.) PARCEL INFORMATION OBTAINED FROM
GUILFORD AND FORSYTH COUNTY
GIS DEPARTMENTS.
3.) ONLY ANALYTICAL RESULTS THAT
EXCEEDED THE 2L STANDARD ARE
ILLUSTRATED.
4.) FOR WELLS FROM WHICH DUPLICATE
SAMPLES WERE COLLECTED, THE HIGHEST
DETECTED CONCENTRATION OF EACH
CONTAMINANT IS SHOWN.
GRAPHIC SCALE
0 150 300 600
1 inch = 300 ft.
DRAWN BY: SCALE: FIGURE NO.:
Withers Rave n e l TOWN OF KERNERSVILLE CLOSED LANDFILL - PERMIT #34-04 GROUNDWATER 2L STANDARD/GWP EXCEEDANCES MGM 1"=300 4
1/ Engineers I Planners I Surveyors GOODWILL CHURCH ROAD MAP
APPROVED BY: I DATE. PROJECT NO.:
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license k: F-1479 I www.withersraveneLcom MJ 06/21/22 06140180.48
1O\74\14-0110\1401OM4$-TO/4Sw..M L-dM S-low M 2022\En*O\GDXMIA&23-BOMro -YAM410 LarANAha- Am 21. 2= - MALTM W71

TABLES

TABLE 1
MONITORING WELL CONSTRUCTION DETAILS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
Well ID
Date
Installed
Well Casing
Diameter
(Inches)
Casing Depth
(ft bTOC)
Screen Interval
(ft bTOC)
Total Depth
(ft bTOC)
Top of Casing
Elevation
(feet above MSL)
MW-1
Not Listed
2
24.96
24.96 - 34.96
34.96
806.42
MW-2R
Not Listed
2
3.18
3.18 - 13.18
13.18
762.19
MW-3S
Not Listed
2
14.00
14.00 - 24.00
24.00
764.57
MW-3D
Not Listed
2
36.96
36.96 - 56.96
56.96
764.56
MW-4
Not Listed
2
4.40
4.40 - 14.40
14.40
760.26
MW-5
Not Listed
2
6.36
6.36 - 11.36
11.36
773.32
MW-6
Not Listed
2
10.46
10.46 - 20.46
20.46
804.87
Notes:
1) ft-bTOC = Feet below top of casing
2) MSL = Mean sea level
Data, including "Top of Casing Elevation", reproduced from Second Semiannual Water Quality Monitoring
3) Report of 2014; Joyce Engineering; March 10, 2015.
1 of 1

TABLE 2
GROUNDWATER SURFACE ELEVATIONS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
2/3/2022
GROUNDWATER
SCREENED
TOP OF CASING
DEPTH
WELL ID
INTERVAL
ELEVATION
SURFACE
(ft-bTOC)
(feet above MSL)
WATERR
ELEVATION
(ft-bTOC)
(feet above MSL)
MW-1
24.96 - 34.96
806.42
DRY
--
MW-2R
3.18 - 13.18
762.19
3.09
759.10
MW-3S
14.00 - 24.00
764.57
13.57
751.00
MW-3D
36.96 - 56.96
764.56
12.00
752.56
MW-4
4.40 - 14.40
760.26
6.17
754.09
MW-5
6.36 - 11.36
773.32
3.51
769.81
MW-6
10.46 - 20.46
804.87
17.23
787.64
Notes:
1) All measurements are in feet.
2) Elevation data is measured in feet above Mean Sea Level (MSL).
3) Depth to water measured in feet below top of casing (ft-bTOC)
4) "Screened Interval" and "Top of Casing Elevation" components are reproduced
from Second Semiannual Water Quality Monitoring Report of 2014; Joyce
Engineering; March 10, 2015.
1 of 1

TABLE 3
HISTORICAL GROUNDWATER ELEVATIONS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
WELL ID
Top of Casing
Elevation (feet)
Date
Depth to
Groundwater(feet)
Groundwater
Elevation (feet)
MW-1
806.42
12/30/2009
33.97
772.45
6/1/2010
32.97
773.45
11/16/2010
32.87
773.55
12/29/2010
33.13
773.29
6/29/2011
33.32
773.10
11/1/2011
34.50
771.92
5/1/2012
34.54
771.88
11/7/2012
34.77
771.65
5/9/2013
36.47
769.95
11/7/2013
34.96
771.46
6/5/2014
34.20
772.22
11/20/2014
34.69
771.73
7/29/2016
33.91
772.51
12/21/2016
34.47
771.95
9/13/2017
DRY
DRY
7/10/2018
DRY
DRY
1/9/2019
DRY
DRY
7/24/2019
DRY
DRY
1/8/2020
DRY
DRY
7/15/2020
DRY
DRY
1/13/2021
30.62
775.80
7/20/2021
DRY
DRY
2/3/2022
DRY
DRY
MW-2R
762.19
12/30/2009
3.03
759.16
6/1/2010
3.29
758.90
11/16/2010
3.05
759.14
12/29/2010
3.36
758.83
6/29/2011
3.81
758.38
11/1/2011
3.70
758.49
5/1/2012
3.65
758.54
11/7/2012
3.99
758.20
5/9/2013
2.99
759.20
11/7/2013
4.10
758.09
6/5/2014
3.74
758.45
11/20/2014
4.11
758.08
7/29/2016
4.01
758.18
12/21/2016
3.85
758.34
9/13/2017
4.22
757.97
7/10/2018
4.41
757.78
1/9/2019
2.84
759.35
7/24/2019
3.40
758.79
1/8/2020
3.17
759.02
7/15/2020
3.02
759.17
1/13/2021
2.38
759.81
7/20/2021
2.54
759.65
2/3/2022
3.09
759.10
MW-3S
764.57
12/30/2009
13.03
751.54
6/1/2010
13.81
750.76
11/16/2010
13.59
750.98
12/29/2010
14.75
749.82
6/29/2011
14.03
750.54
11/1/2011
9.84
754.73
5/1/2012
13.71
750.86
11/7/2012
14.27
750.30
5/9/2013
12.05
752.52
11/7/2013
14.45
750.12
6/5/2014
13.90
750.67
11/20/2014
14.33
750.24
7/29/2016
14.04
750.53
12/21/2016
14.00
750.57
9/13/2017
14.29
750.28
7/10/2018
15.00
749.57
1/10/2019
12.50
752.07
7/24/2019
13.96
750.61
1/8/2020
13.23
751.34
7/15/2020
13.47
751.10
1/13/2021
12.89
751.68
7/20/2021
13.43
751.14
2/3/2022
13.57
751.00
Notes:
1) All measurements are in feet.
2) Elevation data is relative to Mean Sea Level.
3) Depth to water measured in feet below top of casing.
4) NM = Not Measured
1 of 3

TABLE 3
HISTORICAL GROUNDWATER ELEVATIONS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
WELL ID
Top of Casing
Elevation (feet)
Date
Depth to
Groundwater (feet)
Groundwater
Elevation (feet)
MW-31D
764.56
12/30/2009
11.77
752.79
6/1/2010
11.93
752.63
11/16/2010
11.97
752.59
12/29/2010
12.11
752.45
6/29/2011
12.40
752.16
11/1/2011
12.66
751.90
5/1/2012
12.22
752.34
11/7/2012
12.95
751.61
5/9/2013
11.32
753.24
11/7/2013
13.06
751.50
6/5/2014
12.42
752.14
11/20/2014
13.03
751.53
7/29/2016
12.32
752.24
12/21/2016
12.46
752.10
9/13/2017
12.96
751.60
7/10/2018
15.00
749.56
1/10/2019
11.25
753.31
7/24/2019
11.86
752.70
1/8/2020
11.68
752.88
7/15/2020
11.94
752.62
1/13/2021
11.23
753.33
7/20/2021
11.30
753.26
2/3/2022
12.00
752.56
MW-4
760.26
12/30/2009
5.93
754.33
6/1/2010
6.36
753.90
11/16/2010
6.52
753.74
12/29/2010
6.58
753.68
6/29/2011
6.85
753.41
11/1/2011
7.18
753.08
5/1/2012
6.71
753.55
11/7/2012
7.39
752.87
5/9/2013
5.82
754.44
11/7/2013
7.47
752.79
6/5/2014
6.90
753.36
11/20/2014
7.45
752.81
7/29/2016
7.00
753.26
12/21/2016
7.00
753.26
9/13/2017
7.33
752.93
7/10/2018
7.00
753.26
1/9/2019
5.24
755.02
7/24/2019
5.89
754.37
1/8/2020
5.71
754.55
7/15/2020
6.04
754.22
1/13/2021
1 5.44
754.82
7/20/2021
5.74
754.52
2/3/2022
6.17
754.09
Notes:
1) All measurements are in feet.
2) Elevation data is relative to Mean Sea Level.
3) Depth to water measured in feet below top of casing.
4) NM = Not Measured
2of3

TABLE 3
HISTORICAL GROUNDWATER ELEVATIONS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
WELL ID
Top of Casing
Elevation (feet)
Date
Depth to
Groundwater (feet)
Groundwater
Elevation (feet)
MW-5
773.32
12/30/2009
4.11
769.21
6/1/2010
3.63
769.69
11/16/2010
3.51
769.81
12/29/2010
3.76
769.56
6/29/2011
3.59
769.73
11/1/2011
3.69
769.63
5/1/2012
3.77
769.55
11/7/2012
4.75
768.57
5/9/2013
NM
NM
11/7/2013
5.19
768.13
6/5/2014
4.75
768.57
11/20/2014
4.09
769.23
7/29/2016
11.36
761.96
12/21/2016
3.41
769.91
9/14/2017
5.48
767.84
7/10/2018
NM
NM
1/10/2019
10.50
762.82
7/24/2019
4.03
769.29
1/8/2020
3.54
769.78
7/15/2020
4.75
768.57
1/13/2021
3.75
769.57
7/20/2021
3.78
769.54
2/3/2022
3.51
769.81
MW-6
804.87
12/30/2009
18.21
786.66
6/1/2010
16.55
788.32
11/16/2010
16.94
787.93
12/29/2010
17.50
787.37
6/29/2011
18.06
786.81
11/1/2011
19.77
785.10
5/1/2012
19.55
785.32
11/7/2012
DRY
DRY
5/9/2013
17.31
787.56
11/7/2013
DRY
DRY
6/5/2014
19.03
785.84
11/20/2014
20.46
784.41
7/29/2016
20.46
784.41
12/21/2016
20.22
784.65
9/14/2017
20.64
784.23
7/10/2018
DRY
DRY
1/9/2019
17.49
787.38
7/24/2019
16.51
788.36
1/8/2020
17.19
787.68
7/15/2020
15.97
788.90
1/13/2021
1 14.56
790.31
7/20/2021
14.26
790.61
2/3/2022
17.23
787.64
Notes:
1) All measurements are in feet.
2) Elevation data is relative to Mean Sea Level.
3) Depth to water measured in feet below top of casing.
4) NM = Not Measured
3of3

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
Analytical Method
EPA6010
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CAS #
7440-36-0
7440-38-2
1 7440-39-3
1 7440-41-7
1 7440-43-9
1 7440-47-3
1 7440-48-4
1 7440-50-8
1 7439-92-1
1 7440-02-0
1 7782-49-2
1 7440-22-4
1 7440-28-0
1 7440-62-2
1 7440-66-6
Well ID
Date Collected
Res &I
Quail
Result
Quail
Result
Quail
Result
Quail
Result
Quail
It
Qual
Result
Qual
Result
Qual
Result
Quail
Result
Qu
Qual
Result
Qual
Result
Quail
Result
Quail
Result
Qua
7/20/2021
DRY - NOT SAMPLED
MW-1
2/3/2022
DRY - NOT SAMPLED
7/20/2021
<4.30
<4.40
253
0.333
J
0.504
J
2.15
J
3.95
J
<3.68
3.25
J
<1.61
<7.35
<1.54
<4.31
6.89
J
7.27
J
MW-2R
2/3/2022
<3.0
5.7
J
222
<0.70
1.9
<3.7
4.0
<4.3
<4.5
<3.5
<4.7
1 <2.5
1 <0.050
4.1
J
11.2
7/20/2021
4.40
J
<4.40
236
0.880
J
7.95
15.6
15.5
44.7
12.5
8.10
J
<7.35
<1.54
4.57
BJ
76.8
619
MW-3S
2/3/2022
<3.0
7.4
J
402
0.92
J
24.4
66.5
33.1
146
27.6
33.5
4.9
J
<2.5
0.66
230
2510
7/20/2021
<4.30
<4.40
38.0
<0.330
<0.479
<1.40
<0.840
<3.68
3.43
J
<1.61
<7.35
<1.54
<4.31
6.52
J
<6.52
MW-3D
2/3/2022
<3.0
6.6
J
44.6
<0.70
<0.40
<3.7
0.31
J
<4.3
<4.5
<3.5
<4.7
<2.5
<0.050
<3.9
<9.5
7/20/2021
5.65
J
<4.40
49.2
<0.330
<0.479
<1.40
<0.840
<3.68
<2.99
<1.61
<7.35
<1.54
<4.31
7.49
J
<6.52
Duplicate (MW-3D)
2/3/2022
<3.0
<4.7
45.6
<0.70
<0.40
1
<3.7
0.30
J
<4.3
<4.5
1 <3.5
<4.7
<2.5
<0.050
<3.9
<9.5
7/20/2021
<4.30
<4.40
127
<0.330
0.580
J
12.1
3.50
J
6.32
J
5.96
J
3.84
J
<7.35
<1.54
<4.31
17.2
J
20.1
J
MW-4
2/3/2022
<3.0
6.1
J
122
<0.70
<0.40
24.0
4.4
10.9
5.6
5.5
4.9
J
<2.5
0.072
J
21.3
20A
7/20/2021
11.8
<4.40
268
2.93
1.05
J
11.3
33.9
35.9
99.5
6.56
J
<7.35
<1.54
<4.31
110
327
MW-5R
2/3/2022
<3.0
7.2
J
159
<0.70
0.83
J
14.7
16.3
34.1
37.8
7.3
<4.7
<2.5
0.29
J
52.0
125
7/20/2021
<4.30
<4.40
50.3
<0.330
<0.479
1.99
J
1.12
J
<3.68
5.68
J
<1.61
<7.35
<1.54
<4.31
6.69
J
7.56
J
MW-6
2/3/2022
<3.0
<4.7
102
<0.70
<0.40
<3.7
0.78
J
<4.3
<4.5
<3.5
<4.7
<2.5
0.091
J
6.4
<9.5
7/20/2021
NA
NA
NA
NA
4
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank
2/3/2022
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2L Standard/GWP (µg/L)
10
700
4
2
30
1
1,000
15
100
20
20
2
L_K7
1,00
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
7) Cobalt and Thallium were analyzed by EPA Method 6020B.
Qualifiers
NA Not Analyzed by Method Shown J Estimated concentration above the adjused method detection limit and below the adjusted reporting limit.
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Page 1 of 5

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
Analytical Method
EPA8260
v
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s
aL+
Lu
C
N
W
a)E
£
ra
N
L
u
W
C
C
&
C
O
O
O
+'
N
y
N
�
N
i
C
s
O
w
Contaminant Of Concern
.2£W
E
c
o
O
o
Q
u
O
E
O
Ou
U
-0
O
U
£
E
m
U
V
U
a
o
N
U
m
m
CAS #
67-64-1
107-13-1
71-43-2
1 74-97-5
1 75-27-4
1 75-25-2
1 74-83-9
78-93-3
135-98-8
75-15-0
1 56-23-5
1 108-90-7
1 75-00-3
67-66-3
Well ID
Date Colle
I
Result
Qual
Result
Qual
Result
Qual
Result
I Qual
I J1111111MILt Qual
Result
I Qual
Result
Qual
Result
Qual
Result
Qual
iiMii
Qual
Result
Qual
7/20/2021
DRY - NOT SAMPLED
MW-1
2/3/2022
DRY - NOT SAMPLED
7/20/2021
<11.3
<0.671
3.07
NA
NA
<0.129
<0.605
<1.19
<0.125
NA
<0.128
0.155
J
<0.192
<0.111
MW-2R
2/3/2022
<5.1
<1.8
3.3
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
<0.28
<0.65
1 <0.43
7/20/2021
34.9
J
<0.671
0.284
J
NA
NA
<0.129
<0.605
<1.19
<0.125
NA
<0.128
1.55
0.410
J
<0.111
MW-3S
2/3/2022
14.6
J
<1.8
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
1.1
<0.65
<0.43
7/20/2021
<11.3
<0.671
0.451
J
NA
NA
<0.129
<0.605
<1.19
<0.125
NA
<0.128
0.583
J
0.362
J
<0.111
MW-3D
2/3/2022
<5.1
<1.8
0.41
J
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
0.53
J
<0.65
<0.43
7/20/2021
<11.3
<0.671
0.472
J
NA
NA
<0.129
<0.605
<1.19
<0.125
NA
<0.128
0.566
J
0.334
J
<0.111
Duplicate (MW-3D)
2/3/2022
<5.1
<1.8
0.41
J
<0.47
<0.31
1
<0.34
1
<1.7
1
<4.0
NA
<0.73
<0.33
0.49
J
<0.65
<0.43
7/20/2021
<11.3
<0.671
0.384
J
NA
NA
<0.129
<0.605
<1.19
<0.125
NA
<0.128
0.163
J
0.606
J
<0.111
MW-4
2/3/2022
<5.1
<1.8
0.40
J
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
<0.28
0.81
J
<0.43
7/20/2021
<11.3
<0.671
<0.0941
NA
NA
<0.129
<0.605
<1.19
<0.125
NA
<0.128
<0.116
<0.192
<0.111
MW-5R
2/3/2022
<5.1
<1.8
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
<0.28
<0.65
<0.43
7/20/2021
<11.3
<0.671
<0.0941
NA
NA
<0.129
<0.605
<1.19
<0.125
NA
<0.128
<0.116
<0.192
<0.111
MW-6
2/3/2022
<5.1
<1.8
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
<0.28
<0.65
<0.43
7/20/2021
<11.3
<0.671
<0.0941
NA
NA
<0.129
<0.605
<1.19
<0.125
NA
<0.128
<0.116
<0.192
<0.111
Trip Blank
2/3/2022
<5.1
<t a
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
<0.73
<0.33
<0.28
<0.65
<0.43
2L Standard/GWP (µg/L)
L 6,000
NE
1
0.6 4
0.6
14 JU
10
1 4.000
1 70
1 700
0
3,000
1 70
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Qualifiers
J Estimated concentration above the adjused method detection limit and below the adjusted reporting limit.
Page 2 of 5

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
Analytical Method
EPA8260
c
v
a�
m
C
a
W
C
N
C
W
7
W
W
4)
N
t
N
aL+
y
O
Y
C
t
tOo
tcc
f0
O
E
O
N
N0
O
`o
Contaminant Of Concern
v
E
u
o
o
`o
o
L
°
o
o
z
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Cl)°
o
o
p
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0
N
a-i
N
Cli
ut
0
Q
N.0
e-i
ati
e-i
i
N
74-87-3
96-12-8
124-48-1
1 106-93-4
1 74-95-3
1 95-50-1
1 106-46-7
1 110-57-6
1 75-34-3
1 107-06-2
1 75-35-4
1 156-59-2
156-60-5
Well ID
Result
Qual
Result
Qual
Result
Qual
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Qual
Result
Qual
Result
Qual
Result
Qua
7/20/2021
DRY - NOT SAMPLED
MW-1
2/3/2022
DRY - NOT SAMPLED
7/20/2021
<0.960
<0.276
<0.140
<0.126
<0.122
0.215
J
4.81
NA
9.24
0.520
J
<0.188
C3
26.2
0.850
J
MW-2R
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
3.8
<0.56
10.6
<0.32
<0.35
30.3
0.820
J
7/20/2021
<0.960
<0.276
<0.140
<0.126
<0.122
0.116
J
<0.120
NA
0.451
J
0.272
J
<0.188
C3
0.984
J
<0.149
MW-3S
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
1.7
<0.56
0.530
J
<0.32
<0.35
1.6
<0.40
7/20/2021
<0.960
<0.276
<0.140
<0.126
<0.122
0.174
J
5.00
NA
1.26
0.571
J
<0.188
C3
8.81
<0.149
MW-3D
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
3.8
<0.56
1.3
0.47
J
<0.35
9.8
<0.40
7/20/2021
<0.960
<0.276
<0.140
<0.126
<0.122
0.168
J
4.87
NA
1.19
0.530
J
<0.188
C3
7.58
<0.149
Duplicate (MW-3D)
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
3.8
<0.56
1
1.2
<0.32
<0.35
9.5
<0.40
7/20/2021
<0.960
<0.276
<0.140
<0.126
<0.122
<0.107
<0.120
NA
1.15
<0.0819
<0.188
C3
14.4
<0.149
MW-4
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
1.9
<0.56
1.4
<0.32
<0.35
1 16.8
<0.40
7/20/2021
<0.960
<0.276
<0.140
<0.126
<0.122
<0.107
<0.120
NA
<0.100
<0.0819
<0.188
C3
<0.126
<0.149
MW-5R
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
<0.33
<0.56
<0.37
<0.32
<0.35
<0.38
<0.40
7/20/2021
<0.960
<0.276
<0.140
<0.126
<0.122
<0.107
<0.120
NA
<0.100
<0.0819
<0.188
C3
<0.126
<0.149
MW-6
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
<0.33
<0.56
<0.37
<0.32
<0.35
<0.38
<0.40
7/20/2021
<0.960
<0.276
<0.140
<0.126
<0.122
<0.107
<0.120
NA
<0.100
<0.0819
<0.188
C3
<0.126
<0.149
Trip Blank
2/3/2022
1 <0.54
1
<0.34
1 <0.36
1
1 <0.27
1
1 <0.39
1
1 <0.34
<0.33
<0.56
<0.37
<0.32
<0.35
<0.38
<0.40
2L Standard/GWP (µg/L)
1 3
0.04
1 0.4
1 0.02
E 703
20
6
0.4
350
70
100
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected. Qualifiers
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Estimated concentration above the adjused method detection limit and below the adjusted reporting limit.
Page 3 of 5

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.48
Analytical Method
EPA8260
Y
c
o
o
o
w
y
v
c
O
C.
O
N
C
C
N
O
O
pp
7•
C
O
O
L
G
O
as+
N
O
R
C
O
r
t
V
C
G)
41
p
O
O
y
N
C
Contaminant Of Concern
O
p
N
C
C
++
C
Y
m
R
L
S
O
O
O
cu
L.
LO£
O
O
.
O
O.
~
y
~O
p
w
N
O
C
O
Z
It
~
i
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N
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CAS #
78-87-5
1 10061-01-5
1 10061-02-6
1 108-20-3
1 100-41-4
1 591-78-6
1 74-88-4
1 98-82-8
1 99-87-6
1 75-09-2
1 108-10-1
1634-04-4
91-20-3
1 100-42-5
1 630-20-6
1 79-34-5
1 127-18-4
1 108-88-3
Date Collected
Result
Qual
AIIIIIIIIIIIIIIIIIII Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
R
esult
Qual
Result
Qual
Result
Qual
Result
I Qual
I dJ111111hLQual
JJ§NJ§hLQuaI
7/20/2021
DRY - NOT SAMPLED
MW-1
2/3/2022
DRY - NOT SAMPLED
7/20/2021
3.64
<0.111
<0.118
0.241
J
<0.137
NA
NA
0.421
J
<0.120
<0.430
<0.478
0.313
J
<1.00
<0.118
<0.147
<0.133
<0.300
<0.278
MW-2R
2/3/2022
3.50
<0.36
<0.36
NA
<0.30
<0.48
<9.7
NA
NA
<2.0
<2.7
NA
NA
<0.29
<0.31
<0.22
<0.29
<0.48
7/20/2021
0.394
J
<0.111
<0.118
<0.105
<0.137
NA
NA
<0.105
<0.120
<0.430
<0.478
0.187
J
<1.00
<0.118
<0.147
<0.133
<0.300
<0.278
MW-3S
2/3/2022
<0.36
<0.36
<0.36
NA
<0.30
<0.48
<9.7
NA
NA
<2.0
<2.7
NA
NA
<0.29
<0.31
<0.22
<0.29
0.60
J
7/20/2021
0.977
J
<0.111
<0.118
<0.105
<0.137
NA
NA
<0.105
<0.120
<0.430
<0.478
0.360
J
<1.00
<0.118
<0.147
<0.133
<0.300
<0.278
MW-3D
2/3/2022
0.84
J
<0.36
<0.36
NA
<0.30
<0.48
<9.7
NA
NA
<2.0
<2.7
NA
NA
<0.29
<0.31
<0.22
<0.29
<0.48
7/20/2021
0.959
J
<0.111
<0.118
<0.105
<0.137
NA
NA
<0.105
<0.120
<0.430
<0.478
0.303
J
<1.00
<0.118
<0.147
<0.133
<0.300
<0.278
Duplicate (MW-3D)
2/3/2022
0.89
J
<0.36
<0.36
NA
<0.30
<0.48
1 <9.7
1 NA
NA
<2.0
<2.7
NA
NA
<0.29
1 <0.31
<0.22
<0.29
1
<0.48
7/20/2021
0.286
J
<0.111
<0.118
<0.105
<0.137
NA
NA
0.118
J
<0.120
<0.430
<0.478
0.243
J
<1.00
<0.118
<0.147
<0.133
<0.300
<0.278
MW-4
2/3/2022
<0.36
<0.36
<0.36
NA
<0.30
<0.48
<9.7
NA
NA
<2.0
<2.7
NA
NA
<0.29
<0.31
<0.22
<0.29
<0.48
7/20/2021
<0.149
<0.111
<0.118
<0.105
0.139
J
NA
NA
<0.105
<0.120
<0.430
<0.478
<0.101
<1.00
<0.118
<0.147
<0.133
<0.300
<0.278
MW-5R
2/3/2022
<0.36
<0.36
<0.36
NA
<0.30
<0.48
<9.7
NA
NA
<2.0
<2.7
NA
NA
<0.29
<0.31
<0.22
<0.29
<0.48
7/20/2021
<0.149
<0.111
<0.118
<0.105
1.02
NA
NA
<0.105
<0.120
<0.430
<0.478
<0.101
<1.00
<0.118
<0.147
<0.133
<0.300
7.10
MW-6
2/3/2022
<0.36
<0.36
<0.36
NA
<0.30
<0.48
<9.7
NA
NA
<2.0
<2.7
NA
NA
<0.29
<0.31
<0.22
<0.29
<0.48
7/20/2021
<0.149
<0.111
<0.118
<0.105
<0.137
NA
NA
<0.105
<0.120
<0.430
<0.478
<0.101
<1.00
<0.118
<0.147
<0.133
<0.300
<0.278
Trip Blank
2/3/2022
<0.36
0.36
<0.36
NA
<0.30
<0.48
<9.7
NA
NA
7
NA
NA
<0.29
<0.31
<0.22
Li
<0.29
<0.48
2LStandard/GWP (µg/L)
.6
0.4
70
600
40
NE
25
5
100
20
70
1
0.2
1 0.7
600
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Qualifiers
J Estimated concentration above the adjused method detection limit and below the adjusted reporting limit.
Page 4 of 5

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.48
Analytical Method
EPA 8260
R
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y
N
N
N
0
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o
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y
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Contaminant Of Concern
s
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N
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N
N
N
CM
CAS #
71-55-6
79-00-5
1 79-01-6
1 75-69-4
1 96-18-4
95-63-6
526-73-8
108-67-8
1 108-05-4
1 75-01-4
1330-20-7
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Qual
Result
Qual
Result
Qual
dnn�ua
7/20/2021
DRY-NOTSAMPi D
MW 1
2/3/2022
DRY - NOT SAMPLED
7/20/2021
<0.149
<0.158
0.700
J
0.160
C3 J
<0.237
<0.322
<0.104
<0.104
NA
4.02
C3
<0.174
MW-2R
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
NA
NA
<1.3
4.0
<0.34
7/20/2021
<0.149
<0.158
<0.190
<0.160
C3
<0.237
<0.322
<0.104
<0.104
NA
1.13
C3
<0.174
MW-3S
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
NA
NA
<1.3
1.2
<0.34
7/25/2021
<0.149
<0.158
<0.190
<0.160
C3
<0.237
<0.322
<0.104
<0.104
NA
5.74
C3
0.390
J
MW-3D
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
NA
NA
<1.3
4.2
<0.34
7/20/2021
<0.149
<0.158
<0.190
<0.160
C3
<0.237
<0.322
<0.104
<0.104
NA
5.73
C3
0.936
J
Duplicate (MW-3D)
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
NA
NA
1
<1.3
4.1
<0.34
7/20/2021
<0.149
<0.158
<0.190
<0.160
C3
<0.237
4
<0.104
NA
9.62
C3
<0.174
MW-4
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
<1.3
10.7
<0.34
7/20/2021
<0.149
<0.158
<0.190
<0.160
C3
<0.237
4
<0.104
NA
<0.234
C3
<0.174
MW-5R
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
<1.3
<0.39
<0.34
7/20/2021
<0.149
<0.158
<0.190
<0.160
C3
<0.237
MNANA
04
<0.104
NA
<0.234
C3
<0.174
MW-6
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
<1.3
<0.39
<0.34
7/20/2021
<0.149
<0.158
<0.190
<0.160
C3
<0.237
04
<0.104
NA
<0.234
C3
<0.174
Trip Blank
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
<1.3
<0.39
<0.34
2LStandard/GWP (µg/L)
00
0.6
3
2,000
0.005
1 400
N
400
883
0.03
500
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Qualifiers
J The identification of the analyte is acceptable; the reported value is an estimate.
C3 The reported concentration is an estimate. The continuing calibration standard
associated with this data responded low. Method sensitivity check is acceptable.
Page 5 of 5

TABLE 5
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
Analytical Method
EPA 6010
T
E
E
E
E
E
Contaminant Of Concern
E
'
3
E
°
Y
a`,
°
c
Q
Q
m
y
°
u°
o
Z
0
in
r
N
m
U
u
u
,,,
CAS #
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-92-1
7440-02-0
7782-49-2
7440-22-4
7440-28-0
7440-62-2
7440-66-6
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
7/20/2021
4.31
J
4.40
36.6
<0.330
<0.479
1.71
J
<3.68
3.02
J
1.61
7.35
<1.54
<4.31
<6.25
SW-1
2/3/2022
<3.0
<4.7
31.4
<0.70
<0.40
<3.7
0.99
J
<4.3
<4.5
<3.5
<4.7
<2.5
<0.050
5.8
<9.5
7/20/2021
<4.30
<4.40
41.1
<0.330
<0.479
1.69
J
1.44
J
<3.68
<2.99
<1.61
<7.35
<1.54
<4.31
<6.25
SW-2
2/3/2022
<3.0
<4.7
37.2
<0.70
<0.40
<3.7
1.3
<4.3
<4.5
<3.5
<4.7
<2.5
<0.050
6.3
<9.5
7/20/2021
<4.30
<4.40
38.4
<0.330
<0.479
<1.40
0.866
J
<3.68
<2.99
<1.61
<7.35
<1.54
<4.31
6.86
J
<6.25
SW-3
2/3/2022
<3.0
<4.7
35.1
n 7n
n 40
,2 7
4.5
<3.5
<4 7
<0.050
7.0
213 Standard
/L
21000
1 65
1 0.82
1 183.07 `
16 AM=
3.64 `
13.88 `
144.92 `
5
0.30 '
E
NE
36.2
N otes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 213 Standard = Classifications and Water Quality Standards Applicable to Surface Waters and Wetlands of NC
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
* Hardness -Dependent 15A NCAC 02B Water Quality Standard, Calculated with default in -stream hardness of 25 mg/L Qualifiers
J Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 213 Standard
Page 1 of 4

TABLE 5
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
Analytical Method
EPA8260
C
CL
v c
c
f6
y
o
a
v
`o
E
E
w
y
c
E
0
w
w
N
-^
c
°
y
y
Contaminant Of Concern
v
o
c
r
c
c
c
2
E
CV)
Q
°°
c
Q
o
c
m
o
o
t
u
r
E
E
m
m
U
U
U
U
o
22
O
N
U
o
pp
m
N
ai
CAS #
67-64-1
107-13-1
71-43-2
74-97-5
75-27-4
75-25-2
74-83-9
78-93-3
75-15-0
56-23-5
108-90-7
75-00-3
67-66-3
74-87-3
96-12-8
Well ID
Date Collected
Result
Qual
Result
Qua[
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
QualtResultQual
Result
Qual
Result
Qual
Result
Qual
7/20/2021
<11.3
<0.671
<0.0941
NA
NA
<0.129
<0.605
<1.19
<0.128
<0.116
<0.111
<0.960
<0.276
SW 1
2/3/2022
<5.1
<1.8
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
v1
<0.73
IK
<0.33
<0.28
<0.43
<0.54
<0.34
7/20/2021
<11.3
<0.671
<0.0941
NA
NA
<0.129
<0.605
<1.19
NA
<0.128
<0.116
<0.111
<0.960
<0.276
SW 2
2/3/2022
<5.1
<1.8
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
v1
<0.73
IK
<0.33
<0.28
<0.43
<0.54
<0.34
7/20/2021
<11.3
<0.671
<0.0941
NA
NA
<0.129
<0.605
<1.19
NA
<0.128
<0.116
<0.111
<0.960
<0.276
SW-3
2/3/2022
<1.8
<0.34
^
<0.31
<0.34
<1.7
7n 0
v1
<0.?
K
<0.3,
Q
<0.65
<0.43
<0.54
0.34
2BStandard
/L
2000
E
NE
NE
NE
260
100
560
140
NE
E
I NE
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 213 Standard = Classifications and Water Quality Standards Applicable to Surface Waters and Wetlands of NC
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 213 Standard
Qualifiers
v1 The continuing calibration verification was above the method acceptance limit. Any detection for the analyte in the associated samples may have a high bias.
IK The recalculated concentrations of the calibration standard(s) did not meet method acceptance criteria; this result should be considered an estimated value.
Page 2 of 4

TABLE 5
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
Analytical Method
EPA8260
v
L
W
N
C
C
C
O
L
O
C
C
O.
O
W
r
L
N
N
N
+L+
+L+
aL+
C
O
O
O.
p
W
O
O
O
i
O
O
OL
Contaminant Of Concern
C
p
O
O
O
L
O
O
O
p
L
L
U
O
p
L
C
O
O
O
U_
U_
U
O
-2
U
p
O
U_
U_
Q
Q
�
2
Q
Q
L
0
�_
-0
Q
Q
�
Q
Q
Q
N
M
M
a+
W
OL
Q
Q
CV
p.i
eti
N
ei
e-I
,n
N
e-I
CV
e-i
e-i
C
a-i
e-i
a-i
u
i
ri
in
r
e i
r
Y
a+
u
Y
CAS #
124-48-1
106-93-4
74-95-3
95-50-1
106-46-7
110-57-6
75-34-3
107-06-2
75-35-4
156-59-2
156-60-5
78-87-5
10061-01-5
10061-02-6
100-41 4
Well ID
Date Collected
Result
Qual
Result Qua[
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qua]
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
7/20/2021
<0.140
<0.126
<0.122
<0.107
0.120
NA
<0.100
<0.0819
<0.188
C3
<0.126
<0.149
<0.149
<0.111
<0.118
<0.137
SW 1
2/3/2022
<0.36
<0.27
<0.39
<0.34
<0.33
<0.56
<0.37
<0.32
<0.35
<0.38
<0.40
<0.36
<0.36
<0.36
<0.30
7/20/2021
<0.140
<0.126
<0.122
<0.107
<0.120
NA
<0.100
<0.0819
<0.188
C3
<0.126
<0.149
<0.149
<0.111
<0.118
<0.137
SW-2
2/3/2022
<0.36
<0.27
<0.39
<0.34
<0.33
<0.56
<0.37
<0.32
<0.35
<0.38
<0.40
<0.36
<0.36
<0.36
<0.30
7/20/2021
<0.140
<0.126
<0.122
<0.107
<0.120
NA
<0.100
<0.0819
<0.188
C3
<0.126
<0.149
<0.149
<0.111
<0.118
<0.137
SW-3
2/3/2022
<0.36
<0.27
<0.39
<0.34
<0.3'
<0.56
<0.37
<0.32
<U?
n 2Q
n nn
<0.36
<0.36
'n W
'n 'n
2B Standard
/L
E
470
100
NE
NE
NE
NE
97
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 213 Standard = Classifications and Water Quality Standards Applicable to Surface Waters and Wetlands of NC
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 213 Standard
Qualifiers
C3 The reported concentration is an estimate. The continuing calibration standard associated with this data responded low. Method sensitivity check is acceptable.
Page 3 of 4

TABLE 5
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
Analytical Method
EPA8260
m
°
°
C
C
O
C
O
O
t
N
a0+
"G
+
c
°
N
N
+'
ate+
L
a+
V
C
L
L
O
C
O
O
O
i
Contaminant Of Concern
E
o.
°
`o
'
r
U
°
O
U
-'
u
E
U
T
_
0
L
N
V
W
W
H
H
H
L
u
O
C
N
N
L
>a
a~
N
0
F7
,
'
T
X
N
N
a-i
N
N
N
H
i..i
iy
H
L
U
Cl
N
G
F-
Nr
a-i
a-i
CAS #
591-78-6
74-88-4
75-09-2
108-10-1
100-42-5
630-20-6
79-34-5
127-18-4
108-88-3
71-55-b
79-00-5
79-01-b
75-69-4
96-18-4
108-05-4
75-01-4
1330-20-7
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
I Qual
Result
Qual
7/20/2021
<0.430
<0.478
<0.118
<0.147
<0.133
<0.300
<0.278
<0.149
<0.158
<0.190
<0.160
C3
<0.237
NA
<0.234
C3
A174
SW-1
2/3/2022
<0.48
<9.7
<2.0
<2.7
<0.29
<0.31
<0.22
<0.29
<0.48
<0.33
<0.32
<0.38
<0.30
<0.26
<1.3
L1,v1
<0.39
<0.34
7/20/2021
NA
NA
<0.430
<0.478
<0.118
<0.147
<0.133
<0.300
<0.278
<0.149
<0.158
<0.190
<0.160
C3
<0.237
NA
<0.234
C3
<0.174
SW 2
2/3/2022
<0.48
7
<9"NA
<2.0
<2.7
<0.29
<0.31
<0.22
<0.29
<0.48
<0.33
<0.32
<0.38
<0.30
<0.26
<1.3
L1,v1
<0.39
<0.34
7/20/2021
NA
<0.430
<0.478
<0.118
<0.147
<0.133
<0.300
<0.278
<0.149
<0.158
<0.190
<0.160
C3
<0.237
NA
<0.234
C3
<0.174
SW-3
2/3/2022
0.48
n
<2 7
n o
n
<0.22
<0.29
<0.48
<0.33
n
n 2R
<0.30
<0.26
<1.3
L1,v1
<0.39
<0.3/1
2B Standard
/L
11000
26,000
NE
NE
1
00
2300
2.5
670
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Applicable to Surface Waters and Wetlands of NC
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Resul J Result Exceeds 213 Standard
Qualifiers
C3 The reported concentration is an estimate. The continuing calibration standard associated with this data responded low. Method sensitivity check is acceptable.
L1 Analyte recovery in the laboratory control sample (LCS) was above QC Limits. Results for this analyte in associated samples may be biased high.
v1 The continuing calibration verification was above the method acceptance limit. Any detection for the analyte in the associated samples may have a high bias.
Page 4 of 4

TABLE 6
SUMMARY OF MNA CONSTITUENTS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
Analytical Method
EPA 300.0
EPA 353.2
SM 2320B
SM 4500-CI-E
SM 4500-S2D
SM 5310B
U
41
°� *'
+� �a M
OU
'a
r-
to 0 U
Contaminant Of Concern
4-
o
o
O O
cn
ZZ
41
Q0U
v
toU41
0
H
CAS #
14808-79-8
NA
NA
16887-00-6
18496-25-8
7440-44-0
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
MW-2R
7/20/2021
986
J
141,000
10,500
1,170
B
2/3/2022
<500
<3.3
10,000
<500
MW-3S
7/20/2021
938
J
<48.0
167,000
36,500
3,020
B
2/3/2022
3550
<3.3
34,400
1 2,960
MW-31D
7/20/2021
858
J
<
178,000
27,000
1,460
B
2/3/2022
549
J
30 200
<5u.0
825
J
7/20/2021
NA
NA
NA
Duplicate (MW-3D)
2/3/2022
585
J
3.4
J
30,400
816
J
MW-4
7/20/2021
662
J
189,000
24,000
1,250
B
2/3/2022
<500
24 600
670
J
7/20/2021
NA
NA
MW-5R
2/3/2022
9770
3,200
6,010
MW-6
7/20/2021
5,130
9,960
J
1,550
2,280
B
2/3/2022
1 5,070
1
1600
749
J
2L Standard/GWP
(µg/L)
1 250,000
10,000
NE
250,000
NE
NE
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
4) NE = Not Established
5) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
Qualifiers
Result Result Exceeds Laboratory Detection Limit B The same analyte is found in the associated blank.
Result Result Exceeds 2L Standard or GWP J The identification of the analyte is acceptable; the reported value is an estimate.
Page 1 of 1

APPENDIX I
Laboratory Analytical Reports and Field Notes

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
February 22, 2022
Mark Brown
Withers & Ravenel
7011 Albert Pick Rd
Suite G
Greensboro, NC 27409
RE: Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Dear Mark Brown:
Enclosed are the analytical results for sample(s) received by the laboratory on February 04, 2022. The results relate only
to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the
laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report.
Some analyses were subcontracted outside of the Pace Network. The test report from the external subcontractor is
attached to this report in its entirety.
The test results provided in this final report were generated by each of the following laboratories within the Pace Network:
• Pace Analytical Services - Asheville
• Pace Analytical Services - Charlotte
• Pace Analytical Services - Eden
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Matthew Brainard
[e-mail]
[phone]
Project Manager
Enclosures
cc: Laura Elliott, Withers Ravenel
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 1 of 58

lacmnalyfica('
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Pace Analytical Services, LLC
9800 KinceyAve. Suite 100
Huntersville, NC 28078
[phone]
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Pace Analytical Services Charlotte
South Carolina Laboratory ID: 99006
9800 Kincey Ave. Ste 100, Huntersville, NC 28078
North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342
North Carolina Wastewater Certification #: 12
South Carolina Laboratory ID: 99006
Pace Analytical Services Asheville
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
Pace Analytical Services Eden
205 East Meadow Road Suite A, Eden, NC 27288
North Carolina Drinking Water Certification #: 37738
CERTIFICATIONS
South Carolina Certification #: 99006001
South Carolina Drinking Water Cert. #: 99006003
Florida/NELAP Certification #: E87627
Kentucky UST Certification #: 84
Louisiana DoH Drinking Water #: LA029
Virginia/VELAP Certification #: 460221
South Carolina Laboratory ID: 99030
South Carolina Certification #: 99030001
Virginia/VELAP Certification #: 460222
North Carolina Wastewater Certification #: 633
Virginia/VELAP Certification M 460025
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 58

leAnalyiical
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Pace Analytical Services, LLC
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[phone]
SAMPLE SUMMARY
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Lab ID
Sample ID
Matrix
Date Collected
Date Received
92586338001
MW-2R
Water
02/03/2212:00
02/04/2211:10
92586338002
MW-3S
Water
02/03/2212:20
02/04/2211:10
92586338003
MW-313
Water
02/03/2211:20
02/04/2211:10
92586338004
MW-4
Water
02/03/2211:05
02/04/2211:10
92586338005
MW-5
Water
02/03/2213:45
02/04/2211:10
92586338006
MW-6
Water
02/03/2213:20
02/04/2211:10
92586338007
DUPLICATE
Water
02/03/2211:30
02/04/2211:10
92586338008
SW-1
Water
02/03/2212:30
02/04/2211:10
92586338009
SW-2
Water
02/03/2212:10
02/04/2211:10
92586338010
SW-3
Water
02/03/2212:25
02/04/2211:10
92586338011
TRIP BLANK (X2)
Water
02/03/22 00:00
02/04/22 11:10
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 3 of 58

leAnalyiical
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9800 Kincey Ave. Suite 100
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[phone]
SAMPLE ANALYTE COUNT
Project:
Pace Project No.:
KERNERSVILLE LANDFILL
92586338
Analytes
Lab ID
Sample ID
Method
Analysts
Reported
Laboratory
92586338001
MW-2R
SM 4500-NO2 B-2011
DAW
1
PASI-E
EPA 601 OD
RDT
13
PASI-A
EPA 6020E
JOR
2
PASI-A
EPA 8260D
BSH
50
PASI-C
SM 4500-S2D-2011
JP1
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
2
PASI-A
SM 531OB-2014
MDW
1
PASI-A
92586338002
MW-3S
SM 4500-NO2 B-2011
DAW
1
PASI-E
EPA 601 OD
RDT
13
PASI-A
EPA 6020E
JOR
2
PASI-A
EPA 8260D
BSH
50
PASI-C
SM 4500-S2D-2011
JP1
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
2
PASI-A
SM 531OB-2014
MDW
1
PASI-A
92586338003
MW-31)
SM 4500-NO2 B-2011
DAW
1
PASI-E
EPA 601 OD
RDT
13
PASI-A
EPA 6020E
JOR
2
PASI-A
EPA 8260D
BSH
50
PASI-C
SM 4500-S2D-2011
JP1
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
2
PASI-A
SM 531OB-2014
MDW
1
PASI-A
92586338004
MW-4
SM 4500-NO2 B-2011
DAW
1
PASI-E
EPA 601 OD
RDT
13
PASI-A
EPA 6020E
JOR
2
PASI-A
EPA 8260D
BSH
50
PASI-C
SM 4500-S2D-2011
JP1
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
2
PASI-A
SM 531OB-2014
MDW
1
PASI-A
92586338005
MW-5
SM 4500-NO2 B-2011
DAW
1
PASI-E
EPA 601 OD
RDT
13
PASI-A
EPA 6020E
JOR
2
PASI-A
EPA 8260D
BSH
50
PASI-C
SM 4500-S2D-2011
JP1
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
2
PASI-A
SM 531OB-2014
MDW
1
PASI-A
92586338006
MW-6
SM 4500-NO2 B-2011
DAW
1
PASI-E
EPA 601 OD
RDT
13
PASI-A
REPORT OF LABORATORY ANALYSIS
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without the written consent of Pace Analytical Services, LLC. Page 4 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Lab ID
Sample ID
Method
Analysts
Analytes
Reported
Laboratory
EPA 6020E
JOR
2
PASI-A
EPA 8260D
BSH
50
PASI-C
SM 4500-S2D-2011
JP1
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
2
PASI-A
SM 531OB-2014
MDW
1
PASI-A
92586338007
DUPLICATE
SM 4500-NO2 B-2011
DAW
1
PASI-E
EPA 601 OD
RDT
13
PASI-A
EPA 6020E
JOR
2
PASI-A
EPA 8260D
BSH
50
PASI-C
SM 4500-S2D-2011
JP1
1
PASI-A
EPA 300.0 Rev 2.1 1993
CDC
2
PASI-A
SM 531OB-2014
MDW
1
PASI-A
92586338008
SW-1
EPA 601 OD
RDT
13
PASI-A
EPA 6020E
JOR
2
PASI-A
EPA 8260D
BSH
50
PASI-C
92586338009
SW-2
EPA 601 OD
RDT
13
PASI-A
EPA 6020E
JOR
2
PASI-A
EPA 8260D
BSH
50
PASI-C
92586338010
SW-3
EPA 601 OD
RDT
13
PASI-A
EPA 6020E
JOR
2
PASI-A
EPA 8260D
BSH
50
PASI-C
92586338011
TRIP BLANK (X2)
EPA 8260D
BSH
50
PASI-C
PASI-A = Pace Analytical Services - Asheville
PASI-C = Pace Analytical Services - Charlotte
PASI-E = Pace Analytical Services - Eden
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 5 of 58

leAnalyiical
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9800 Kincey Ave. Suite 100
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[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: MW-2R
Lab ID:
92586338001
Collected:
02/03/22 12:00
Received: 02/04/22 11:10 Matrix: Water
Report
Parameters
Results
Units
Limit
MDL
DF
Prepared
Analyzed
CAS No. Qual
450ONO2B Nitrite, unpres
Analytical
Method: SM 4500-NO2 B-2011
Pace Analytical
Services
- Eden
Nitrogen, Nitrite
ND
mg/L
0.010
0.0033
1
02/04/22 20:39
14797-65-0
6010 MET ICP
Analytical
Method: EPA 6010D
Preparation Method:
EPA 3010A
Pace Analytical
Services
-Asheville
Antimony
ND
ug/L
5.0
3.0
1
02/15/22 00:38
02/21/22 12:17
7440-36-0
Arsenic
5.7J
ug/L
10.0
4.7
1
02/15/22 00:38
02/22/22 13:08
7440-38-2
Barium
222
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:17
7440-39-3
Beryllium
ND
ug/L
1.0
0.70
1
02/15/22 00:38
02/21/22 12:17
7440-41-7
Cadmium
1.9
ug/L
1.0
0.40
1
02/15/22 00:38
02/21/22 12:17
7440-43-9
Chromium
ND
ug/L
5.0
3.7
1
02/15/22 00:38
02/21/22 12:17
7440-47-3
Copper
ND
ug/L
5.0
4.3
1
02/15/22 00:38
02/21/22 12:17
7440-50-8
Lead
ND
ug/L
5.0
4.5
1
02/15/22 00:38
02/21/22 12:17
7439-92-1
Nickel
ND
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:17
7440-02-0
Selenium
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/21/22 12:17
7782-49-2
Silver
ND
ug/L
5.0
2.5
1
02/15/22 00:38
02/21/22 12:17
7440-22-4
Vanadium
4.1J
ug/L
5.0
3.9
1
02/15/22 00:38
02/21/22 12:17
7440-62-2
Zinc
11.2
ug/L
10.0
9.5
1
02/15/22 00:38
02/21/22 12:17
7440-66-6
6020 MET ICPMS
Analytical
Method: EPA 6020E
Preparation Method:
EPA 3010A
Pace Analytical
Services
-Asheville
Cobalt
4.0
ug/L
1.0
0.050
1
02/11/22 10:07
02/17/22 02:23
7440-48-4
Thallium
ND
ug/L
0.47
0.050
1
02/11/22 10:07
02/17/22 02:23
7440-28-0
8260D MSV Low Level Landfill
Analytical
Method: EPA 8260D
Pace Analytical
Services
- Charlotte
Acetone
ND
ug/L
25.0
5.1
1
02/08/22 17:08
67-64-1
Acrylonitrile
ND
ug/L
10.0
1.8
1
02/08/22 17:08
107-13-1
Benzene
3.3
ug/L
1.0
0.34
1
02/08/22 17:08
71-43-2
Bromochloromethane
ND
ug/L
1.0
0.47
1
02/08/22 17:08
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.31
1
02/08/22 17:08
75-27-4
Bromoform
ND
ug/L
1.0
0.34
1
02/08/22 17:08
75-25-2
Bromomethane
ND
ug/L
2.0
1.7
1
02/08/22 17:08
74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
4.0
1
02/08/22 17:08
78-93-3 v1
Carbon disulfide
ND
ug/L
2.0
0.73
1
02/08/22 17:08
75-15-0 IK
Carbon tetrachloride
ND
ug/L
1.0
0.33
1
02/08/22 17:08
56-23-5
Chlorobenzene
ND
ug/L
1.0
0.28
1
02/08/22 17:08
108-90-7
Chloroethane
ND
ug/L
1.0
0.65
1
02/08/22 17:08
75-00-3
Chloroform
ND
ug/L
1.0
0.43
1
02/08/22 17:08
67-66-3
Chloromethane
ND
ug/L
1.0
0.54
1
02/08/22 17:08
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
2.0
0.34
1
02/08/22 17:08
96-12-8
Dibromochloromethane
ND
ug/L
1.0
0.36
1
02/08/22 17:08
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
0.27
1
02/08/22 17:08
106-93-4
Dibromomethane
ND
ug/L
1.0
0.39
1
02/08/22 17:08
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
0.34
1
02/08/22 17:08
95-50-1
1,4-Dichlorobenzene
3.8
ug/L
1.0
0.33
1
02/08/22 17:08
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 58

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9800 Kincey Ave. Suite 100
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[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: MW-2R Lab ID: 92586338001 Collected: 02/03/22 12:00 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
trans-1,4-Dichloro-2-butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
4500S2D Sulfide Water
Sulfide
300.0 IC Anions 28 Days
Chloride
Sulfate
5310B TOC
Total Organic Carbon
Date: 02/22/2022 05:36 PM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
1.0
0.56
1
02/08/2217:08
110-57-6
10.6
ug/L
1.0
0.37
1
02/08/2217:08
75-34-3
ND
ug/L
1.0
0.32
1
02/08/2217:08
107-06-2
ND
ug/L
1.0
0.35
1
02/08/2217:08
75-35-4
30.3
ug/L
1.0
0.38
1
02/08/2217:08
156-59-2
0.82J
ug/L
1.0
0.40
1
02/08/2217:08
156-60-5
3.5
ug/L
1.0
0.36
1
02/08/2217:08
78-87-5
ND
ug/L
1.0
0.36
1
02/08/22 17:08
10061-01-5
ND
ug/L
1.0
0.36
1
02/08/2217:08
10061-02-6
ND
ug/L
1.0
0.30
1
02/08/2217:08
100-41-4
ND
ug/L
5.0
0.48
1
02/08/2217:08
591-78-6
ND
ug/L
20.0
9.7
1
02/08/2217:08
74-88-4
ND
ug/L
5.0
2.0
1
02/08/2217:08
75-09-2
ND
ug/L
5.0
2.7
1
02/08/2217:08
108-10-1
ND
ug/L
1.0
0.29
1
02/08/2217:08
100-42-5
ND
ug/L
1.0
0.31
1
02/08/2217:08
630-20-6
ND
ug/L
1.0
0.22
1
02/08/2217:08
79-34-5
ND
ug/L
1.0
0.29
1
02/08/2217:08
127-18-4
ND
ug/L
1.0
0.48
1
02/08/2217:08
108-88-3
ND
ug/L
1.0
0.33
1
02/08/2217:08
71-55-6
ND
ug/L
1.0
0.32
1
02/08/2217:08
79-00-5
ND
ug/L
1.0
0.38
1
02/08/2217:08
79-01-6
ND
ug/L
1.0
0.30
1
02/08/2217:08
75-69-4
ND
ug/L
1.0
0.26
1
02/08/2217:08
96-18-4
ND
ug/L
2.0
1.3
1
02/08/2217:08
108-05-4
4.0
ug/L
1.0
0.39
1
02/08/2217:08
75-01-4
ND
ug/L
1.0
0.34
1
02/08/2217:08
1330-20-7
105
%
70-130
1
02/08/2217:08
460-00-4
110
%
70-130
1
02/08/2217:08
17060-07-0
105
%
70-130
1
02/08/2217:08
2037-26-5
Analytical Method: SM 4500-S2D-2011
Pace Analytical Services -Asheville
ND ug/L 100 50.0 1 02/09/22 03:09 18496-25-8
Analytical Method: EPA 300.0 Rev 2.1 1993
Pace Analytical Services -Asheville
10 mg/L 1.0 0.60 1 02/17/2213:43 16887-00-6
ND ug/L 1000 500 1 02/17/2213:43 14808-79-8
Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
ND ug/L 1000 500 1 02/12/22 09:45 7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
L1,v1
Page 7 of 58

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ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: MW-3S
Lab ID:
92586338002
Collected:
02/03/22 12:20
Received: 02/04/22 11:10 Matrix: Water
Report
Parameters
Results
Units
Limit
MDL
DF
Prepared
Analyzed
CAS No. Qual
450ONO2B Nitrite, unpres
Analytical
Method: SM 4500-NO2 B-2011
Pace Analytical
Services
- Eden
Nitrogen, Nitrite
ND
mg/L
0.010
0.0033
1
02/04/22 20:41
14797-65-0
6010 MET ICP
Analytical
Method: EPA 6010D
Preparation Method:
EPA 3010A
Pace Analytical
Services
-Asheville
Antimony
ND
ug/L
5.0
3.0
1
02/15/22 00:38
02/21/22 12:20
7440-36-0
Arsenic
7.4J
ug/L
10.0
4.7
1
02/15/22 00:38
02/22/22 13:12
7440-38-2
Barium
402
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:20
7440-39-3
Beryllium
0.92J
ug/L
1.0
0.70
1
02/15/22 00:38
02/21/22 12:20
7440-41-7
Cadmium
24.4
ug/L
1.0
0.40
1
02/15/22 00:38
02/21/22 12:20
7440-43-9
Chromium
66.5
ug/L
5.0
3.7
1
02/15/22 00:38
02/21/22 12:20
7440-47-3
Copper
146
ug/L
5.0
4.3
1
02/15/22 00:38
02/21/22 12:20
7440-50-8
Lead
27.6
ug/L
5.0
4.5
1
02/15/22 00:38
02/21/22 12:20
7439-92-1
Nickel
33.5
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:20
7440-02-0
Selenium
4.9J
ug/L
10.0
4.7
1
02/15/22 00:38
02/21/22 12:20
7782-49-2
Silver
ND
ug/L
5.0
2.5
1
02/15/22 00:38
02/21/22 12:20
7440-22-4
Vanadium
230
ug/L
5.0
3.9
1
02/15/22 00:38
02/21/22 12:20
7440-62-2
Zinc
2510
ug/L
10.0
9.5
1
02/15/22 00:38
02/21/22 12:20
7440-66-6
6020 MET ICPMS
Analytical
Method: EPA 6020E
Preparation Method:
EPA 3010A
Pace Analytical
Services
-Asheville
Cobalt
33.1
ug/L
1.0
0.050
1
02/11/22 10:07
02/17/22 02:43
7440-48-4
Thallium
0.66
ug/L
0.47
0.050
1
02/11/22 10:07
02/17/22 02:43
7440-28-0
8260D MSV Low Level Landfill
Analytical
Method: EPA 8260D
Pace Analytical
Services
- Charlotte
Acetone
14.6J
ug/L
25.0
5.1
1
02/08/22 17:25
67-64-1
Acrylonitrile
ND
ug/L
10.0
1.8
1
02/08/22 17:25
107-13-1
Benzene
ND
ug/L
1.0
0.34
1
02/08/22 17:25
71-43-2
Bromochloromethane
ND
ug/L
1.0
0.47
1
02/08/22 17:25
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.31
1
02/08/22 17:25
75-27-4
Bromoform
ND
ug/L
1.0
0.34
1
02/08/22 17:25
75-25-2
Bromomethane
ND
ug/L
2.0
1.7
1
02/08/22 17:25
74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
4.0
1
02/08/22 17:25
78-93-3 v1
Carbon disulfide
ND
ug/L
2.0
0.73
1
02/08/22 17:25
75-15-0 IK
Carbon tetrachloride
ND
ug/L
1.0
0.33
1
02/08/22 17:25
56-23-5
Chlorobenzene
1.1
ug/L
1.0
0.28
1
02/08/22 17:25
108-90-7
Chloroethane
ND
ug/L
1.0
0.65
1
02/08/22 17:25
75-00-3
Chloroform
ND
ug/L
1.0
0.43
1
02/08/22 17:25
67-66-3
Chloromethane
ND
ug/L
1.0
0.54
1
02/08/22 17:25
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
2.0
0.34
1
02/08/22 17:25
96-12-8
Dibromochloromethane
ND
ug/L
1.0
0.36
1
02/08/22 17:25
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
0.27
1
02/08/22 17:25
106-93-4
Dibromomethane
ND
ug/L
1.0
0.39
1
02/08/22 17:25
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
0.34
1
02/08/22 17:25
95-50-1
1,4-Dichlorobenzene
1.7
ug/L
1.0
0.33
1
02/08/22 17:25
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC. Page 8 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: MW-3S Lab ID: 92586338002 Collected: 02/03/22 12:20 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
trans-1,4-Dichloro-2-butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
4500S2D Sulfide Water
Sulfide
300.0 IC Anions 28 Days
Chloride
Sulfate
5310B TOC
Total Organic Carbon
Date: 02/22/2022 05:36 PM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
1.0
0.56
1
02/08/2217:25
110-57-6
0.53J
ug/L
1.0
0.37
1
02/08/2217:25
75-34-3
ND
ug/L
1.0
0.32
1
02/08/2217:25
107-06-2
ND
ug/L
1.0
0.35
1
02/08/2217:25
75-35-4
1.6
ug/L
1.0
0.38
1
02/08/2217:25
156-59-2
ND
ug/L
1.0
0.40
1
02/08/2217:25
156-60-5
ND
ug/L
1.0
0.36
1
02/08/2217:25
78-87-5
ND
ug/L
1.0
0.36
1
02/08/22 17:25
10061-01-5
ND
ug/L
1.0
0.36
1
02/08/2217:25
10061-02-6
ND
ug/L
1.0
0.30
1
02/08/2217:25
100-41-4
ND
ug/L
5.0
0.48
1
02/08/2217:25
591-78-6
ND
ug/L
20.0
9.7
1
02/08/2217:25
74-88-4
ND
ug/L
5.0
2.0
1
02/08/2217:25
75-09-2
ND
ug/L
5.0
2.7
1
02/08/2217:25
108-10-1
ND
ug/L
1.0
0.29
1
02/08/2217:25
100-42-5
ND
ug/L
1.0
0.31
1
02/08/2217:25
630-20-6
ND
ug/L
1.0
0.22
1
02/08/2217:25
79-34-5
ND
ug/L
1.0
0.29
1
02/08/2217:25
127-18-4
0.60J
ug/L
1.0
0.48
1
02/08/2217:25
108-88-3
ND
ug/L
1.0
0.33
1
02/08/2217:25
71-55-6
ND
ug/L
1.0
0.32
1
02/08/2217:25
79-00-5
ND
ug/L
1.0
0.38
1
02/08/2217:25
79-01-6
ND
ug/L
1.0
0.30
1
02/08/2217:25
75-69-4
ND
ug/L
1.0
0.26
1
02/08/2217:25
96-18-4
ND
ug/L
2.0
1.3
1
02/08/2217:25
108-05-4 L1,v1
1.2
ug/L
1.0
0.39
1
02/08/2217:25
75-01-4
ND
ug/L
1.0
0.34
1
02/08/2217:25
1330-20-7
104
%
70-130
1
02/08/2217:25
460-00-4
108
%
70-130
1
02/08/2217:25
17060-07-0
105
%
70-130
1
02/08/2217:25
2037-26-5
Analytical
Method: SM 4500-S2D-2011
Pace Analytical Services
-Asheville
ND
ug/L
500
250
5
02/09/22 03:10
18496-25-8 D3
Analytical
Method: EPA 300.0 Rev 2.1 1993
Pace Analytical Services
-Asheville
34.4
mg/L
1.0
0.60
1
02/17/2214:25
16887-00-6
3550
ug/L
1000
500
1
02/17/2214:25
14808-79-8
Analytical
Method: SM 531OB-2014
Pace Analytical Services
-Asheville
2960
ug/L
1000
500
1
02/12/2210:02
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 9 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: MW-31)
Lab ID:
92586338003
Collected:
02/03/22 11:20
Received: 02/04/22 11:10 Matrix: Water
Report
Parameters
Results
Units
Limit
MDL
DF
Prepared
Analyzed
CAS No. Qual
450ONO2B Nitrite, unpres
Analytical
Method: SM 4500-NO2 B-2011
Pace Analytical
Services
- Eden
Nitrogen, Nitrite
ND
mg/L
0.010
0.0033
1
02/04/22 20:36
14797-65-0
6010 MET ICP
Analytical
Method: EPA 6010D
Preparation Method:
EPA 3010A
Pace Analytical
Services
-Asheville
Antimony
ND
ug/L
5.0
3.0
1
02/15/22 00:38
02/21/22 12:24
7440-36-0
Arsenic
6.6J
ug/L
10.0
4.7
1
02/15/22 00:38
02/22/22 13:15
7440-38-2
Barium
44.6
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:24
7440-39-3
Beryllium
ND
ug/L
1.0
0.70
1
02/15/22 00:38
02/21/22 12:24
7440-41-7
Cadmium
ND
ug/L
1.0
0.40
1
02/15/22 00:38
02/21/22 12:24
7440-43-9
Chromium
ND
ug/L
5.0
3.7
1
02/15/22 00:38
02/21/22 12:24
7440-47-3
Copper
ND
ug/L
5.0
4.3
1
02/15/22 00:38
02/21/22 12:24
7440-50-8
Lead
ND
ug/L
5.0
4.5
1
02/15/22 00:38
02/21/22 12:24
7439-92-1
Nickel
ND
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:24
7440-02-0
Selenium
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/21/22 12:24
7782-49-2
Silver
ND
ug/L
5.0
2.5
1
02/15/22 00:38
02/21/22 12:24
7440-22-4
Vanadium
ND
ug/L
5.0
3.9
1
02/15/22 00:38
02/21/22 12:24
7440-62-2
Zinc
ND
ug/L
10.0
9.5
1
02/15/22 00:38
02/21/22 12:24
7440-66-6
6020 MET ICPMS
Analytical Method: EPA 6020E Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Cobalt
0.31J
ug/L
1.0
0.050
1 02/11/22 10:07
02/17/22 02:47
7440-48-4
Thallium
ND
ug/L
0.47
0.050
1 02/11/22 10:07
02/17/22 02:47
7440-28-0
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND
ug/L
25.0
5.1
1
02/08/22 17:43
67-64-1
Acrylonitrile
ND
ug/L
10.0
1.8
1
02/08/22 17:43
107-13-1
Benzene
0.41J
ug/L
1.0
0.34
1
02/08/22 17:43
71-43-2
Bromochloromethane
ND
ug/L
1.0
0.47
1
02/08/22 17:43
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.31
1
02/08/22 17:43
75-27-4
Bromoform
ND
ug/L
1.0
0.34
1
02/08/22 17:43
75-25-2
Bromomethane
ND
ug/L
2.0
1.7
1
02/08/22 17:43
74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
4.0
1
02/08/22 17:43
78-93-3
Carbon disulfide
ND
ug/L
2.0
0.73
1
02/08/22 17:43
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.33
1
02/08/22 17:43
56-23-5
Chlorobenzene
0.53J
ug/L
1.0
0.28
1
02/08/22 17:43
108-90-7
Chloroethane
ND
ug/L
1.0
0.65
1
02/08/22 17:43
75-00-3
Chloroform
ND
ug/L
1.0
0.43
1
02/08/22 17:43
67-66-3
Chloromethane
ND
ug/L
1.0
0.54
1
02/08/22 17:43
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
2.0
0.34
1
02/08/22 17:43
96-12-8
Dibromochloromethane
ND
ug/L
1.0
0.36
1
02/08/22 17:43
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
0.27
1
02/08/22 17:43
106-93-4
Dibromomethane
ND
ug/L
1.0
0.39
1
02/08/22 17:43
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
0.34
1
02/08/22 17:43
95-50-1
1,4-Dichlorobenzene
3.8
ug/L
1.0
0.33
1
02/08/22 17:43
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
v1
IK
Page 10 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: MW-3D Lab ID: 92586338003 Collected: 02/03/22 11:20 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
trans-1,4-Dichloro-2-butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
4500S2D Sulfide Water
Sulfide
300.0 IC Anions 28 Days
Chloride
Sulfate
5310B TOC
Total Organic Carbon
Date: 02/22/2022 05:36 PM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
1.0
0.56
1
02/08/2217:43
110-57-6
1.3
ug/L
1.0
0.37
1
02/08/2217:43
75-34-3
0.47J
ug/L
1.0
0.32
1
02/08/2217:43
107-06-2
ND
ug/L
1.0
0.35
1
02/08/2217:43
75-35-4
9.8
ug/L
1.0
0.38
1
02/08/2217:43
156-59-2
ND
ug/L
1.0
0.40
1
02/08/2217:43
156-60-5
0.84J
ug/L
1.0
0.36
1
02/08/2217:43
78-87-5
ND
ug/L
1.0
0.36
1
02/08/22 17:43
10061-01-5
ND
ug/L
1.0
0.36
1
02/08/2217:43
10061-02-6
ND
ug/L
1.0
0.30
1
02/08/2217:43
100-41-4
ND
ug/L
5.0
0.48
1
02/08/2217:43
591-78-6
ND
ug/L
20.0
9.7
1
02/08/2217:43
74-88-4
ND
ug/L
5.0
2.0
1
02/08/2217:43
75-09-2
ND
ug/L
5.0
2.7
1
02/08/2217:43
108-10-1
ND
ug/L
1.0
0.29
1
02/08/2217:43
100-42-5
ND
ug/L
1.0
0.31
1
02/08/2217:43
630-20-6
ND
ug/L
1.0
0.22
1
02/08/2217:43
79-34-5
ND
ug/L
1.0
0.29
1
02/08/2217:43
127-18-4
ND
ug/L
1.0
0.48
1
02/08/2217:43
108-88-3
ND
ug/L
1.0
0.33
1
02/08/2217:43
71-55-6
ND
ug/L
1.0
0.32
1
02/08/2217:43
79-00-5
ND
ug/L
1.0
0.38
1
02/08/2217:43
79-01-6
ND
ug/L
1.0
0.30
1
02/08/2217:43
75-69-4
ND
ug/L
1.0
0.26
1
02/08/2217:43
96-18-4
ND
ug/L
2.0
1.3
1
02/08/2217:43
108-05-4
4.2
ug/L
1.0
0.39
1
02/08/2217:43
75-01-4
ND
ug/L
1.0
0.34
1
02/08/2217:43
1330-20-7
104
%
70-130
1
02/08/2217:43
460-00-4
107
%
70-130
1
02/08/2217:43
17060-07-0
106
%
70-130
1
02/08/2217:43
2037-26-5
Analytical Method: SM 4500-S2D-2011
Pace Analytical Services -Asheville
ND ug/L 100 50.0 1 02/09/22 03:10 18496-25-8
Analytical Method: EPA 300.0 Rev 2.1 1993
Pace Analytical Services -Asheville
30.2 mg/L 1.0 0.60 1 02/17/2214:39 16887-00-6
549J ug/L 1000 500 1 02/17/2214:39 14808-79-8
Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
825J ug/L 1000 500 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
02/12/2210:19 7440-44-0
L1,v1
Page 11 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: MW-4
Lab ID:
92586338004
Collected:
02/03/22 11:05
Received: 02/04/22 11:10 Matrix: Water
Report
Parameters
Results
Units
Limit
MDL
DF
Prepared
Analyzed
CAS No. Qual
450ONO2B Nitrite, unpres
Analytical
Method: SM 4500-NO2 B-2011
Pace Analytical
Services
- Eden
Nitrogen, Nitrite
ND
mg/L
0.010
0.0033
1
02/04/22 20:33
14797-65-0 M1
6010 MET ICP
Analytical
Method: EPA 6010D
Preparation Method:
EPA 3010A
Pace Analytical
Services
-Asheville
Antimony
ND
ug/L
5.0
3.0
1
02/15/22 00:38
02/21/22 12:27
7440-36-0
Arsenic
6.1J
ug/L
10.0
4.7
1
02/15/22 00:38
02/22/22 13:26
7440-38-2
Barium
122
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:27
7440-39-3
Beryllium
ND
ug/L
1.0
0.70
1
02/15/22 00:38
02/21/22 12:27
7440-41-7
Cadmium
ND
ug/L
1.0
0.40
1
02/15/22 00:38
02/21/22 12:27
7440-43-9
Chromium
24.0
ug/L
5.0
3.7
1
02/15/22 00:38
02/21/22 12:27
7440-47-3
Copper
10.9
ug/L
5.0
4.3
1
02/15/22 00:38
02/21/22 12:27
7440-50-8
Lead
5.6
ug/L
5.0
4.5
1
02/15/22 00:38
02/21/22 12:27
7439-92-1
Nickel
5.5
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:27
7440-02-0
Selenium
4.9J
ug/L
10.0
4.7
1
02/15/22 00:38
02/21/22 12:27
7782-49-2
Silver
ND
ug/L
5.0
2.5
1
02/15/22 00:38
02/21/22 12:27
7440-22-4
Vanadium
21.3
ug/L
5.0
3.9
1
02/15/22 00:38
02/21/22 12:27
7440-62-2
Zinc
20.4
ug/L
10.0
9.5
1
02/15/22 00:38
02/21/22 12:27
7440-66-6
6020 MET ICPMS
Analytical Method: EPA 6020E Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Cobalt
4.4
ug/L
1.0
0.050
1 02/11/22 10:07
02/17/22 02:51
7440-48-4
Thallium
0.072J
ug/L
0.47
0.050
1 02/11/22 10:07
02/17/22 02:51
7440-28-0
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND
ug/L
25.0
5.1
1
02/08/22 18:00
67-64-1
Acrylonitrile
ND
ug/L
10.0
1.8
1
02/08/22 18:00
107-13-1
Benzene
0.40J
ug/L
1.0
0.34
1
02/08/22 18:00
71-43-2
Bromochloromethane
ND
ug/L
1.0
0.47
1
02/08/22 18:00
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.31
1
02/08/22 18:00
75-27-4
Bromoform
ND
ug/L
1.0
0.34
1
02/08/22 18:00
75-25-2
Bromomethane
ND
ug/L
2.0
1.7
1
02/08/22 18:00
74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
4.0
1
02/08/22 18:00
78-93-3
Carbon disulfide
ND
ug/L
2.0
0.73
1
02/08/22 18:00
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.33
1
02/08/22 18:00
56-23-5
Chlorobenzene
ND
ug/L
1.0
0.28
1
02/08/22 18:00
108-90-7
Chloroethane
0.81J
ug/L
1.0
0.65
1
02/08/22 18:00
75-00-3
Chloroform
ND
ug/L
1.0
0.43
1
02/08/22 18:00
67-66-3
Chloromethane
ND
ug/L
1.0
0.54
1
02/08/22 18:00
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
2.0
0.34
1
02/08/22 18:00
96-12-8
Dibromochloromethane
ND
ug/L
1.0
0.36
1
02/08/22 18:00
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
0.27
1
02/08/22 18:00
106-93-4
Dibromomethane
ND
ug/L
1.0
0.39
1
02/08/22 18:00
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
0.34
1
02/08/22 18:00
95-50-1
1,4-Dichlorobenzene
1.9
ug/L
1.0
0.33
1
02/08/22 18:00
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
v1
IK
Page 12 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: MW-4 Lab ID: 92586338004 Collected: 02/03/22 11:05 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
trans-1,4-Dichloro-2-butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
4500S2D Sulfide Water
Sulfide
300.0 IC Anions 28 Days
Chloride
Sulfate
5310B TOC
Total Organic Carbon
Date: 02/22/2022 05:36 PM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
1.0
0.56
1
02/08/2218:00
110-57-6
1.4
ug/L
1.0
0.37
1
02/08/2218:00
75-34-3
ND
ug/L
1.0
0.32
1
02/08/2218:00
107-06-2
ND
ug/L
1.0
0.35
1
02/08/2218:00
75-35-4
16.8
ug/L
1.0
0.38
1
02/08/2218:00
156-59-2
ND
ug/L
1.0
0.40
1
02/08/2218:00
156-60-5
ND
ug/L
1.0
0.36
1
02/08/2218:00
78-87-5
ND
ug/L
1.0
0.36
1
02/08/22 18:00
10061-01-5
ND
ug/L
1.0
0.36
1
02/08/2218:00
10061-02-6
ND
ug/L
1.0
0.30
1
02/08/2218:00
100-41-4
ND
ug/L
5.0
0.48
1
02/08/2218:00
591-78-6
ND
ug/L
20.0
9.7
1
02/08/2218:00
74-88-4
ND
ug/L
5.0
2.0
1
02/08/2218:00
75-09-2
ND
ug/L
5.0
2.7
1
02/08/2218:00
108-10-1
ND
ug/L
1.0
0.29
1
02/08/2218:00
100-42-5
ND
ug/L
1.0
0.31
1
02/08/2218:00
630-20-6
ND
ug/L
1.0
0.22
1
02/08/2218:00
79-34-5
ND
ug/L
1.0
0.29
1
02/08/2218:00
127-18-4
ND
ug/L
1.0
0.48
1
02/08/2218:00
108-88-3
ND
ug/L
1.0
0.33
1
02/08/2218:00
71-55-6
ND
ug/L
1.0
0.32
1
02/08/2218:00
79-00-5
ND
ug/L
1.0
0.38
1
02/08/2218:00
79-01-6
ND
ug/L
1.0
0.30
1
02/08/2218:00
75-69-4
ND
ug/L
1.0
0.26
1
02/08/2218:00
96-18-4
ND
ug/L
2.0
1.3
1
02/08/2218:00
108-05-4
10.7
ug/L
1.0
0.39
1
02/08/2218:00
75-01-4
ND
ug/L
1.0
0.34
1
02/08/2218:00
1330-20-7
101
%
70-130
1
02/08/2218:00
460-00-4
105
%
70-130
1
02/08/2218:00
17060-07-0
103
%
70-130
1
02/08/2218:00
2037-26-5
Analytical Method: SM 4500-S2D-2011
Pace Analytical Services -Asheville
ND ug/L 100 50.0 1 02/09/22 03:11 18496-25-8
Analytical Method: EPA 300.0 Rev 2.1 1993
Pace Analytical Services -Asheville
24.6 mg/L 1.0 0.60 1 02/17/2214:53 16887-00-6
ND ug/L 1000 500 1 02/17/2214:53 14808-79-8
Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
670J ug/L 1000 500 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
02/12/2210:39 7440-44-0
L1,v1
Page 13 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: MW-5
Lab ID:
92586338005
Collected:
02/03/22
13:45
Received: 02/04/22 11:10 Matrix: Water
Report
Parameters
Results
Units
Limit
MDL
DF
Prepared
Analyzed
CAS No. Qual
450ONO2B Nitrite, unpres
Analytical
Method: SM 4500-NO2 B-2011
Pace Analytical Services
- Eden
Nitrogen, Nitrite
ND
mg/L
0.010
0.0033
1
02/04/22 20:46
14797-65-0
6010 MET ICP
Analytical
Method: EPA 6010D
Preparation Method:
EPA 3010A
Pace Analytical Services
-Asheville
Antimony
ND
ug/L
5.0
3.0
1
02/15/22 00:38
02/21/22 12:31
7440-36-0
Arsenic
7.2J
ug/L
10.0
4.7
1
02/15/22 00:38
02/22/22 13:30
7440-38-2
Barium
159
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:31
7440-39-3
Beryllium
ND
ug/L
1.0
0.70
1
02/15/22 00:38
02/21/22 12:31
7440-41-7
Cadmium
0.83J
ug/L
1.0
0.40
1
02/15/22 00:38
02/21/22 12:31
7440-43-9
Chromium
14.7
ug/L
5.0
3.7
1
02/15/22 00:38
02/21/22 12:31
7440-47-3
Copper
34.1
ug/L
5.0
4.3
1
02/15/22 00:38
02/21/22 12:31
7440-50-8
Lead
37.8
ug/L
5.0
4.5
1
02/15/22 00:38
02/21/22 12:31
7439-92-1
Nickel
7.3
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:31
7440-02-0
Selenium
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/21/22 12:31
7782-49-2
Silver
ND
ug/L
5.0
2.5
1
02/15/22 00:38
02/21/22 12:31
7440-22-4
Vanadium
52.0
ug/L
5.0
3.9
1
02/15/22 00:38
02/21/22 12:31
7440-62-2
Zinc
125
ug/L
10.0
9.5
1
02/15/22 00:38
02/21/22 12:31
7440-66-6
6020 MET ICPMS
Analytical
Method: EPA 6020E
Preparation Method:
EPA 3010A
Pace Analytical Services
-Asheville
Cobalt
16.3
ug/L
1.0
0.050
1
02/11/22 10:07
02/17/22 03:03
7440-48-4
Thallium
0.29J
ug/L
0.47
0.050
1
02/11/22 10:07
02/17/22 03:03
7440-28-0
8260D MSV Low Level Landfill
Analytical
Method: EPA 8260D
Pace Analytical Services
- Charlotte
Acetone
ND
ug/L
25.0
5.1
1
02/08/22 18:18
67-64-1
Acrylonitrile
ND
ug/L
10.0
1.8
1
02/08/22 18:18
107-13-1
Benzene
ND
ug/L
1.0
0.34
1
02/08/22 18:18
71-43-2
Bromochloromethane
ND
ug/L
1.0
0.47
1
02/08/22 18:18
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.31
1
02/08/22 18:18
75-27-4
Bromoform
ND
ug/L
1.0
0.34
1
02/08/22 18:18
75-25-2
Bromomethane
ND
ug/L
2.0
1.7
1
02/08/22 18:18
74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
4.0
1
02/08/22 18:18
78-93-3 v1
Carbon disulfide
ND
ug/L
2.0
0.73
1
02/08/22 18:18
75-15-0 IK
Carbon tetrachloride
ND
ug/L
1.0
0.33
1
02/08/22 18:18
56-23-5
Chlorobenzene
ND
ug/L
1.0
0.28
1
02/08/22 18:18
108-90-7
Chloroethane
ND
ug/L
1.0
0.65
1
02/08/22 18:18
75-00-3
Chloroform
ND
ug/L
1.0
0.43
1
02/08/22 18:18
67-66-3
Chloromethane
ND
ug/L
1.0
0.54
1
02/08/22 18:18
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
2.0
0.34
1
02/08/22 18:18
96-12-8
Dibromochloromethane
ND
ug/L
1.0
0.36
1
02/08/22 18:18
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
0.27
1
02/08/22 18:18
106-93-4
Dibromomethane
ND
ug/L
1.0
0.39
1
02/08/22 18:18
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
0.34
1
02/08/22 18:18
95-50-1
1,4-Dichlorobenzene
ND
ug/L
1.0
0.33
1
02/08/22 18:18
106-46-7
REPORT OF LABORATORY
ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM
without the written consent of Pace Analytical Services, LLC.
Page 14 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: MW-5 Lab ID: 92586338005 Collected: 02/03/22 13:45 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
trans-1,4-Dichloro-2-butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
4500S2D Sulfide Water
Sulfide
300.0 IC Anions 28 Days
Chloride
Sulfate
5310B TOC
Total Organic Carbon
Date: 02/22/2022 05:36 PM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
1.0
0.56
1
02/08/2218:18
110-57-6
ND
ug/L
1.0
0.37
1
02/08/2218:18
75-34-3
ND
ug/L
1.0
0.32
1
02/08/2218:18
107-06-2
ND
ug/L
1.0
0.35
1
02/08/2218:18
75-35-4
ND
ug/L
1.0
0.38
1
02/08/2218:18
156-59-2
ND
ug/L
1.0
0.40
1
02/08/2218:18
156-60-5
ND
ug/L
1.0
0.36
1
02/08/2218:18
78-87-5
ND
ug/L
1.0
0.36
1
02/08/22 18:18
10061-01-5
ND
ug/L
1.0
0.36
1
02/08/2218:18
10061-02-6
ND
ug/L
1.0
0.30
1
02/08/2218:18
100-41-4
ND
ug/L
5.0
0.48
1
02/08/2218:18
591-78-6
ND
ug/L
20.0
9.7
1
02/08/2218:18
74-88-4
ND
ug/L
5.0
2.0
1
02/08/2218:18
75-09-2
ND
ug/L
5.0
2.7
1
02/08/2218:18
108-10-1
ND
ug/L
1.0
0.29
1
02/08/2218:18
100-42-5
ND
ug/L
1.0
0.31
1
02/08/2218:18
630-20-6
ND
ug/L
1.0
0.22
1
02/08/2218:18
79-34-5
ND
ug/L
1.0
0.29
1
02/08/2218:18
127-18-4
ND
ug/L
1.0
0.48
1
02/08/2218:18
108-88-3
ND
ug/L
1.0
0.33
1
02/08/2218:18
71-55-6
ND
ug/L
1.0
0.32
1
02/08/2218:18
79-00-5
ND
ug/L
1.0
0.38
1
02/08/2218:18
79-01-6
ND
ug/L
1.0
0.30
1
02/08/2218:18
75-69-4
ND
ug/L
1.0
0.26
1
02/08/2218:18
96-18-4
ND
ug/L
2.0
1.3
1
02/08/2218:18
108-05-4 L1,v1
ND
ug/L
1.0
0.39
1
02/08/2218:18
75-01-4
ND
ug/L
1.0
0.34
1
02/08/2218:18
1330-20-7
104
%
70-130
1
02/08/2218:18
460-00-4
98
%
70-130
1
02/08/2218:18
17060-07-0
112
%
70-130
1
02/08/2218:18
2037-26-5
Analytical
Method: SM 4500-S2D-2011
Pace Analytical Services
-Asheville
ND
ug/L
500
250
5
02/09/22 03:12
18496-25-8 D3
Analytical
Method: EPA 300.0 Rev 2.1 1993
Pace Analytical Services
-Asheville
3.2
mg/L
1.0
0.60
1
02/17/2215:07
16887-00-6
9770
ug/L
1000
500
1
02/17/2215:07
14808-79-8
Analytical
Method: SM 531OB-2014
Pace Analytical Services
-Asheville
6010
ug/L
1000
500
1
02/12/2210:55
7440-44-0
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 15 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: MW-6
Lab ID:
92586338006
Collected:
02/03/22
13:20
Received: 02/04/22 11:10 Matrix: Water
Report
Parameters
Results
Units
Limit
MDL
DF
Prepared
Analyzed
CAS No. Qual
450ONO2B Nitrite, unpres
Analytical
Method: SM 4500-NO2 B-2011
Pace Analytical Services
- Eden
Nitrogen, Nitrite
ND
mg/L
0.010
0.0033
1
02/04/22 20:42
14797-65-0
6010 MET ICP
Analytical
Method: EPA 6010D
Preparation Method:
EPA 3010A
Pace Analytical Services
-Asheville
Antimony
ND
ug/L
5.0
3.0
1
02/15/22 00:38
02/21/22 12:34
7440-36-0
Arsenic
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/22/22 13:33
7440-38-2
Barium
102
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:34
7440-39-3
Beryllium
ND
ug/L
1.0
0.70
1
02/15/22 00:38
02/21/22 12:34
7440-41-7
Cadmium
ND
ug/L
1.0
0.40
1
02/15/22 00:38
02/21/22 12:34
7440-43-9
Chromium
ND
ug/L
5.0
3.7
1
02/15/22 00:38
02/21/22 12:34
7440-47-3
Copper
ND
ug/L
5.0
4.3
1
02/15/22 00:38
02/21/22 12:34
7440-50-8
Lead
ND
ug/L
5.0
4.5
1
02/15/22 00:38
02/21/22 12:34
7439-92-1
Nickel
ND
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:34
7440-02-0
Selenium
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/21/22 12:34
7782-49-2
Silver
ND
ug/L
5.0
2.5
1
02/15/22 00:38
02/21/22 12:34
7440-22-4
Vanadium
6.4
ug/L
5.0
3.9
1
02/15/22 00:38
02/21/22 12:34
7440-62-2
Zinc
ND
ug/L
10.0
9.5
1
02/15/22 00:38
02/21/22 12:34
7440-66-6
6020 MET ICPMS
Analytical
Method: EPA 6020E
Preparation Method:
EPA 3010A
Pace Analytical Services
-Asheville
Cobalt
0.78J
ug/L
1.0
0.050
1
02/11/22 10:07
02/17/22 03:07
7440-48-4
Thallium
0.0911
ug/L
0.47
0.050
1
02/11/22 10:07
02/17/22 03:07
7440-28-0
8260D MSV Low Level Landfill
Analytical
Method: EPA 8260D
Pace Analytical Services
- Charlotte
Acetone
ND
ug/L
25.0
5.1
1
02/08/22 18:35
67-64-1
Acrylonitrile
ND
ug/L
10.0
1.8
1
02/08/22 18:35
107-13-1
Benzene
ND
ug/L
1.0
0.34
1
02/08/22 18:35
71-43-2
Bromochloromethane
ND
ug/L
1.0
0.47
1
02/08/22 18:35
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.31
1
02/08/22 18:35
75-27-4
Bromoform
ND
ug/L
1.0
0.34
1
02/08/22 18:35
75-25-2
Bromomethane
ND
ug/L
2.0
1.7
1
02/08/22 18:35
74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
4.0
1
02/08/22 18:35
78-93-3 v1
Carbon disulfide
ND
ug/L
2.0
0.73
1
02/08/22 18:35
75-15-0 IK
Carbon tetrachloride
ND
ug/L
1.0
0.33
1
02/08/22 18:35
56-23-5
Chlorobenzene
ND
ug/L
1.0
0.28
1
02/08/22 18:35
108-90-7
Chloroethane
ND
ug/L
1.0
0.65
1
02/08/22 18:35
75-00-3
Chloroform
ND
ug/L
1.0
0.43
1
02/08/22 18:35
67-66-3
Chloromethane
ND
ug/L
1.0
0.54
1
02/08/22 18:35
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
2.0
0.34
1
02/08/22 18:35
96-12-8
Dibromochloromethane
ND
ug/L
1.0
0.36
1
02/08/22 18:35
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
0.27
1
02/08/22 18:35
106-93-4
Dibromomethane
ND
ug/L
1.0
0.39
1
02/08/22 18:35
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
0.34
1
02/08/22 18:35
95-50-1
1,4-Dichlorobenzene
ND
ug/L
1.0
0.33
1
02/08/22 18:35
106-46-7
REPORT OF LABORATORY
ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM
without the written consent of Pace Analytical Services, LLC.
Page 16 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: MW-6 Lab ID: 92586338006 Collected: 02/03/22 13:20 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
trans-1,4-Dichloro-2-butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
4500S2D Sulfide Water
Sulfide
300.0 IC Anions 28 Days
Chloride
Sulfate
5310B TOC
Total Organic Carbon
Date: 02/22/2022 05:36 PM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
1.0
0.56
1
02/08/2218:35
110-57-6
ND
ug/L
1.0
0.37
1
02/08/2218:35
75-34-3
ND
ug/L
1.0
0.32
1
02/08/2218:35
107-06-2
ND
ug/L
1.0
0.35
1
02/08/2218:35
75-35-4
ND
ug/L
1.0
0.38
1
02/08/2218:35
156-59-2
ND
ug/L
1.0
0.40
1
02/08/2218:35
156-60-5
ND
ug/L
1.0
0.36
1
02/08/2218:35
78-87-5
ND
ug/L
1.0
0.36
1
02/08/22 18:35
10061-01-5
ND
ug/L
1.0
0.36
1
02/08/2218:35
10061-02-6
ND
ug/L
1.0
0.30
1
02/08/2218:35
100-41-4
ND
ug/L
5.0
0.48
1
02/08/2218:35
591-78-6
ND
ug/L
20.0
9.7
1
02/08/2218:35
74-88-4
ND
ug/L
5.0
2.0
1
02/08/2218:35
75-09-2
ND
ug/L
5.0
2.7
1
02/08/2218:35
108-10-1
ND
ug/L
1.0
0.29
1
02/08/2218:35
100-42-5
ND
ug/L
1.0
0.31
1
02/08/2218:35
630-20-6
ND
ug/L
1.0
0.22
1
02/08/2218:35
79-34-5
ND
ug/L
1.0
0.29
1
02/08/2218:35
127-18-4
ND
ug/L
1.0
0.48
1
02/08/2218:35
108-88-3
ND
ug/L
1.0
0.33
1
02/08/2218:35
71-55-6
ND
ug/L
1.0
0.32
1
02/08/2218:35
79-00-5
ND
ug/L
1.0
0.38
1
02/08/2218:35
79-01-6
ND
ug/L
1.0
0.30
1
02/08/2218:35
75-69-4
ND
ug/L
1.0
0.26
1
02/08/2218:35
96-18-4
ND
ug/L
2.0
1.3
1
02/08/2218:35
108-05-4
ND
ug/L
1.0
0.39
1
02/08/2218:35
75-01-4
ND
ug/L
1.0
0.34
1
02/08/2218:35
1330-20-7
105
%
70-130
1
02/08/2218:35
460-00-4
104
%
70-130
1
02/08/2218:35
17060-07-0
105
%
70-130
1
02/08/2218:35
2037-26-5
Analytical Method: SM 4500-S2D-2011
Pace Analytical Services -Asheville
ND ug/L 100 50.0 1 02/09/22 03:13 18496-25-8
Analytical Method: EPA 300.0 Rev 2.1 1993
Pace Analytical Services -Asheville
1.6 mg/L 1.0 0.60 1 02/17/2215:21 16887-00-6
5070 ug/L 1000 500 1 02/17/2215:21 14808-79-8
Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
749J ug/L 1000 500 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
02/12/2211:13 7440-44-0
L1,v1
Page 17 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: DUPLICATE
Lab ID:
92586338007
Collected:
02/03/22 11:30
Received: 02/04/22 11:10 Matrix: Water
Report
Parameters
Results
Units
Limit
MDL
DF
Prepared
Analyzed
CAS No. Qual
450ONO2B Nitrite, unpres
Analytical
Method: SM 4500-NO2 B-2011
Pace Analytical
Services
- Eden
Nitrogen, Nitrite
0.0034J
mg/L
0.010
0.0033
1
02/04/22 20:38
14797-65-0
6010 MET ICP
Analytical
Method: EPA 6010D
Preparation Method:
EPA 3010A
Pace Analytical
Services
-Asheville
Antimony
ND
ug/L
5.0
3.0
1
02/15/22 00:38
02/21/22 12:38
7440-36-0
Arsenic
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/22/22 13:37
7440-38-2
Barium
45.6
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:38
7440-39-3
Beryllium
ND
ug/L
1.0
0.70
1
02/15/22 00:38
02/21/22 12:38
7440-41-7
Cadmium
ND
ug/L
1.0
0.40
1
02/15/22 00:38
02/21/22 12:38
7440-43-9
Chromium
ND
ug/L
5.0
3.7
1
02/15/22 00:38
02/21/22 12:38
7440-47-3
Copper
ND
ug/L
5.0
4.3
1
02/15/22 00:38
02/21/22 12:38
7440-50-8
Lead
ND
ug/L
5.0
4.5
1
02/15/22 00:38
02/21/22 12:38
7439-92-1
Nickel
ND
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:38
7440-02-0
Selenium
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/21/22 12:38
7782-49-2
Silver
ND
ug/L
5.0
2.5
1
02/15/22 00:38
02/21/22 12:38
7440-22-4
Vanadium
ND
ug/L
5.0
3.9
1
02/15/22 00:38
02/21/22 12:38
7440-62-2
Zinc
ND
ug/L
10.0
9.5
1
02/15/22 00:38
02/21/22 12:38
7440-66-6
6020 MET ICPMS
Analytical Method: EPA 6020E Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Cobalt
0.30J
ug/L
1.0
0.050
1 02/11/22 10:07
02/17/22 03:11
7440-48-4
Thallium
ND
ug/L
0.47
0.050
1 02/11/22 10:07
02/17/22 03:11
7440-28-0
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND
ug/L
25.0
5.1
1
02/08/22 18:52
67-64-1
Acrylonitrile
ND
ug/L
10.0
1.8
1
02/08/22 18:52
107-13-1
Benzene
0.41J
ug/L
1.0
0.34
1
02/08/22 18:52
71-43-2
Bromochloromethane
ND
ug/L
1.0
0.47
1
02/08/22 18:52
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.31
1
02/08/22 18:52
75-27-4
Bromoform
ND
ug/L
1.0
0.34
1
02/08/22 18:52
75-25-2
Bromomethane
ND
ug/L
2.0
1.7
1
02/08/22 18:52
74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
4.0
1
02/08/22 18:52
78-93-3
Carbon disulfide
ND
ug/L
2.0
0.73
1
02/08/22 18:52
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.33
1
02/08/22 18:52
56-23-5
Chlorobenzene
0.49J
ug/L
1.0
0.28
1
02/08/22 18:52
108-90-7
Chloroethane
ND
ug/L
1.0
0.65
1
02/08/22 18:52
75-00-3
Chloroform
ND
ug/L
1.0
0.43
1
02/08/22 18:52
67-66-3
Chloromethane
ND
ug/L
1.0
0.54
1
02/08/22 18:52
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
2.0
0.34
1
02/08/22 18:52
96-12-8
Dibromochloromethane
ND
ug/L
1.0
0.36
1
02/08/22 18:52
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
0.27
1
02/08/22 18:52
106-93-4
Dibromomethane
ND
ug/L
1.0
0.39
1
02/08/22 18:52
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
0.34
1
02/08/22 18:52
95-50-1
1,4-Dichlorobenzene
3.8
ug/L
1.0
0.33
1
02/08/22 18:52
106-46-7
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
v1
IK
Page 18 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: DUPLICATE Lab ID: 92586338007 Collected: 02/03/22 11:30 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
trans-1,4-Dichloro-2-butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
4500S2D Sulfide Water
Sulfide
300.0 IC Anions 28 Days
Chloride
Sulfate
5310B TOC
Total Organic Carbon
Date: 02/22/2022 05:36 PM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
1.0
0.56
1
02/08/2218:52
110-57-6
1.2
ug/L
1.0
0.37
1
02/08/2218:52
75-34-3
ND
ug/L
1.0
0.32
1
02/08/2218:52
107-06-2
ND
ug/L
1.0
0.35
1
02/08/2218:52
75-35-4
9.5
ug/L
1.0
0.38
1
02/08/2218:52
156-59-2
ND
ug/L
1.0
0.40
1
02/08/2218:52
156-60-5
0.891
ug/L
1.0
0.36
1
02/08/2218:52
78-87-5
ND
ug/L
1.0
0.36
1
02/08/22 18:52
10061-01-5
ND
ug/L
1.0
0.36
1
02/08/2218:52
10061-02-6
ND
ug/L
1.0
0.30
1
02/08/2218:52
100-41-4
ND
ug/L
5.0
0.48
1
02/08/2218:52
591-78-6
ND
ug/L
20.0
9.7
1
02/08/2218:52
74-88-4
ND
ug/L
5.0
2.0
1
02/08/2218:52
75-09-2
ND
ug/L
5.0
2.7
1
02/08/2218:52
108-10-1
ND
ug/L
1.0
0.29
1
02/08/2218:52
100-42-5
ND
ug/L
1.0
0.31
1
02/08/2218:52
630-20-6
ND
ug/L
1.0
0.22
1
02/08/2218:52
79-34-5
ND
ug/L
1.0
0.29
1
02/08/2218:52
127-18-4
ND
ug/L
1.0
0.48
1
02/08/2218:52
108-88-3
ND
ug/L
1.0
0.33
1
02/08/2218:52
71-55-6
ND
ug/L
1.0
0.32
1
02/08/2218:52
79-00-5
ND
ug/L
1.0
0.38
1
02/08/2218:52
79-01-6
ND
ug/L
1.0
0.30
1
02/08/2218:52
75-69-4
ND
ug/L
1.0
0.26
1
02/08/2218:52
96-18-4
ND
ug/L
2.0
1.3
1
02/08/2218:52
108-05-4
4.1
ug/L
1.0
0.39
1
02/08/2218:52
75-01-4
ND
ug/L
1.0
0.34
1
02/08/2218:52
1330-20-7
104
%
70-130
1
02/08/2218:52
460-00-4
106
%
70-130
1
02/08/2218:52
17060-07-0
105
%
70-130
1
02/08/2218:52
2037-26-5
Analytical Method: SM 4500-S2D-2011
Pace Analytical Services -Asheville
ND ug/L 100 50.0 1 02/09/22 03:13 18496-25-8
Analytical Method: EPA 300.0 Rev 2.1 1993
Pace Analytical Services -Asheville
30.4 mg/L 1.0 0.60 1 02/17/2216:02 16887-00-6
585J ug/L 1000 500 1 02/17/2216:02 14808-79-8
Analytical Method: SM 531OB-2014
Pace Analytical Services -Asheville
816J ug/L 1000 500 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
02/12/2211:30 7440-44-0
L1,v1
Page 19 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: SW-1 Lab ID: 92586338008 Collected: 02/03/22 12:30 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Antimony
ND
ug/L
5.0
3.0
1
02/15/22 00:38
02/21/22 12:41
7440-36-0
Arsenic
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/22/22 13:40
7440-38-2
Barium
31.4
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:41
7440-39-3
Beryllium
ND
ug/L
1.0
0.70
1
02/15/22 00:38
02/21/22 12:41
7440-41-7
Cadmium
ND
ug/L
1.0
0.40
1
02/15/22 00:38
02/21/22 12:41
7440-43-9
Chromium
ND
ug/L
5.0
3.7
1
02/15/22 00:38
02/21/22 12:41
7440-47-3
Copper
ND
ug/L
5.0
4.3
1
02/15/22 00:38
02/21/22 12:41
7440-50-8
Lead
ND
ug/L
5.0
4.5
1
02/15/22 00:38
02/21/22 12:41
7439-92-1
Nickel
ND
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:41
7440-02-0
Selenium
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/21/22 12:41
7782-49-2
Silver
ND
ug/L
5.0
2.5
1
02/15/22 00:38
02/21/22 12:41
7440-22-4
Vanadium
5.8
ug/L
5.0
3.9
1
02/15/22 00:38
02/21/22 12:41
7440-62-2
Zinc
ND
ug/L
10.0
9.5
1
02/15/22 00:38
02/21/22 12:41
7440-66-6
6020 MET ICPMS
Analytical Method: EPA 6020E Preparation Method: EPA
3010A
Pace Analytical Services
-Asheville
Cobalt
0.991
ug/L
1.0
0.050
1
02/11/22 10:07
02/17/22 03:15
7440-48-4
Thallium
ND
ug/L
0.47
0.050
1
02/11/22 10:07
02/17/22 03:15
7440-28-0
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND
ug/L
25.0
5.1
1
02/08/22 19:10
67-64-1
Acrylonitrile
ND
ug/L
10.0
1.8
1
02/08/22 19:10
107-13-1
Benzene
ND
ug/L
1.0
0.34
1
02/08/22 19:10
71-43-2
Bromochloromethane
ND
ug/L
1.0
0.47
1
02/08/22 19:10
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.31
1
02/08/22 19:10
75-27-4
Bromoform
ND
ug/L
1.0
0.34
1
02/08/22 19:10
75-25-2
Bromomethane
ND
ug/L
2.0
1.7
1
02/08/22 19:10
74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
4.0
1
02/08/22 19:10
78-93-3
Carbon disulfide
ND
ug/L
2.0
0.73
1
02/08/22 19:10
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.33
1
02/08/22 19:10
56-23-5
Chlorobenzene
ND
ug/L
1.0
0.28
1
02/08/22 19:10
108-90-7
Chloroethane
ND
ug/L
1.0
0.65
1
02/08/22 19:10
75-00-3
Chloroform
ND
ug/L
1.0
0.43
1
02/08/22 19:10
67-66-3
Chloromethane
ND
ug/L
1.0
0.54
1
02/08/22 19:10
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
2.0
0.34
1
02/08/22 19:10
96-12-8
Dibromochloromethane
ND
ug/L
1.0
0.36
1
02/08/22 19:10
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
0.27
1
02/08/22 19:10
106-93-4
Dibromomethane
ND
ug/L
1.0
0.39
1
02/08/22 19:10
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
0.34
1
02/08/22 19:10
95-50-1
1,4-Dichlorobenzene
ND
ug/L
1.0
0.33
1
02/08/22 19:10
106-46-7
trans-1,4-Dichloro-2-butene
ND
ug/L
1.0
0.56
1
02/08/22 19:10
110-57-6
1,1-Dichloroethane
ND
ug/L
1.0
0.37
1
02/08/22 19:10
75-34-3
1,2-Dichloroethane
ND
ug/L
1.0
0.32
1
02/08/22 19:10
107-06-2
1,1-Dichloroethene
ND
ug/L
1.0
0.35
1
02/08/22 19:10
75-35-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
v1
IK
Page 20 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: SW-1 Lab ID: 92586338008 Collected: 02/03/22 12:30 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 02/22/2022 05:36 PM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
1.0
0.38
1
02/08/2219:10
156-59-2
ND
ug/L
1.0
0.40
1
02/08/2219:10
156-60-5
ND
ug/L
1.0
0.36
1
02/08/2219:10
78-87-5
ND
ug/L
1.0
0.36
1
02/08/22 19:10
10061-01-5
ND
ug/L
1.0
0.36
1
02/08/2219:10
10061-02-6
ND
ug/L
1.0
0.30
1
02/08/2219:10
100-41-4
ND
ug/L
5.0
0.48
1
02/08/2219:10
591-78-6
ND
ug/L
20.0
9.7
1
02/08/2219:10
74-88-4
ND
ug/L
5.0
2.0
1
02/08/2219:10
75-09-2
ND
ug/L
5.0
2.7
1
02/08/2219:10
108-10-1
ND
ug/L
1.0
0.29
1
02/08/2219:10
100-42-5
ND
ug/L
1.0
0.31
1
02/08/2219:10
630-20-6
ND
ug/L
1.0
0.22
1
02/08/2219:10
79-34-5
ND
ug/L
1.0
0.29
1
02/08/2219:10
127-18-4
ND
ug/L
1.0
0.48
1
02/08/2219:10
108-88-3
ND
ug/L
1.0
0.33
1
02/08/2219:10
71-55-6
ND
ug/L
1.0
0.32
1
02/08/2219:10
79-00-5
ND
ug/L
1.0
0.38
1
02/08/2219:10
79-01-6
ND
ug/L
1.0
0.30
1
02/08/2219:10
75-69-4
ND
ug/L
1.0
0.26
1
02/08/2219:10
96-18-4
ND
ug/L
2.0
1.3
1
02/08/2219:10
108-05-4
ND
ug/L
1.0
0.39
1
02/08/2219:10
75-01-4
ND
ug/L
1.0
0.34
1
02/08/2219:10
1330-20-7
103
%
70-130
1
02/08/2219:10
460-00-4
107
%
70-130
1
02/08/2219:10
17060-07-0
106
%
70-130
1
02/08/2219:10
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
L1,v1
Page 21 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: SW-2 Lab ID: 92586338009 Collected: 02/03/22 12:10 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Antimony
ND
ug/L
5.0
3.0
1
02/15/22 00:38
02/21/22 12:52
7440-36-0
Arsenic
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/21/22 12:52
7440-38-2
Barium
37.2
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:52
7440-39-3
Beryllium
ND
ug/L
1.0
0.70
1
02/15/22 00:38
02/21/22 12:52
7440-41-7
Cadmium
ND
ug/L
1.0
0.40
1
02/15/22 00:38
02/21/22 12:52
7440-43-9
Chromium
ND
ug/L
5.0
3.7
1
02/15/22 00:38
02/21/22 12:52
7440-47-3
Copper
ND
ug/L
5.0
4.3
1
02/15/22 00:38
02/21/22 12:52
7440-50-8
Lead
ND
ug/L
5.0
4.5
1
02/15/22 00:38
02/21/22 12:52
7439-92-1
Nickel
ND
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:52
7440-02-0
Selenium
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/21/22 12:52
7782-49-2
Silver
ND
ug/L
5.0
2.5
1
02/15/22 00:38
02/21/22 12:52
7440-22-4
Vanadium
6.3
ug/L
5.0
3.9
1
02/15/22 00:38
02/21/22 12:52
7440-62-2
Zinc
ND
ug/L
10.0
9.5
1
02/15/22 00:38
02/21/22 12:52
7440-66-6
6020 MET ICPMS
Analytical Method: EPA 6020E Preparation Method: EPA
3010A
Pace Analytical Services
-Asheville
Cobalt
1.3
ug/L
1.0
0.050
1
02/11/22 10:07
02/17/22 03:19
7440-48-4
Thallium
ND
ug/L
0.47
0.050
1
02/11/22 10:07
02/17/22 03:19
7440-28-0
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND
ug/L
25.0
5.1
1
02/08/22 19:27
67-64-1
Acrylonitrile
ND
ug/L
10.0
1.8
1
02/08/22 19:27
107-13-1
Benzene
ND
ug/L
1.0
0.34
1
02/08/22 19:27
71-43-2
Bromochloromethane
ND
ug/L
1.0
0.47
1
02/08/22 19:27
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.31
1
02/08/22 19:27
75-27-4
Bromoform
ND
ug/L
1.0
0.34
1
02/08/22 19:27
75-25-2
Bromomethane
ND
ug/L
2.0
1.7
1
02/08/22 19:27
74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
4.0
1
02/08/22 19:27
78-93-3
Carbon disulfide
ND
ug/L
2.0
0.73
1
02/08/22 19:27
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.33
1
02/08/22 19:27
56-23-5
Chlorobenzene
ND
ug/L
1.0
0.28
1
02/08/22 19:27
108-90-7
Chloroethane
ND
ug/L
1.0
0.65
1
02/08/22 19:27
75-00-3
Chloroform
ND
ug/L
1.0
0.43
1
02/08/22 19:27
67-66-3
Chloromethane
ND
ug/L
1.0
0.54
1
02/08/22 19:27
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
2.0
0.34
1
02/08/22 19:27
96-12-8
Dibromochloromethane
ND
ug/L
1.0
0.36
1
02/08/22 19:27
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
0.27
1
02/08/22 19:27
106-93-4
Dibromomethane
ND
ug/L
1.0
0.39
1
02/08/22 19:27
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
0.34
1
02/08/22 19:27
95-50-1
1,4-Dichlorobenzene
ND
ug/L
1.0
0.33
1
02/08/22 19:27
106-46-7
trans-1,4-Dichloro-2-butene
ND
ug/L
1.0
0.56
1
02/08/22 19:27
110-57-6
1,1-Dichloroethane
ND
ug/L
1.0
0.37
1
02/08/22 19:27
75-34-3
1,2-Dichloroethane
ND
ug/L
1.0
0.32
1
02/08/22 19:27
107-06-2
1,1-Dichloroethene
ND
ug/L
1.0
0.35
1
02/08/22 19:27
75-35-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
v1
IK
Page 22 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: SW-2 Lab ID: 92586338009 Collected: 02/03/22 12:10 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 02/22/2022 05:36 PM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
1.0
0.38
1
02/08/2219:27
156-59-2
ND
ug/L
1.0
0.40
1
02/08/2219:27
156-60-5
ND
ug/L
1.0
0.36
1
02/08/2219:27
78-87-5
ND
ug/L
1.0
0.36
1
02/08/22 19:27
10061-01-5
ND
ug/L
1.0
0.36
1
02/08/2219:27
10061-02-6
ND
ug/L
1.0
0.30
1
02/08/2219:27
100-41-4
ND
ug/L
5.0
0.48
1
02/08/2219:27
591-78-6
ND
ug/L
20.0
9.7
1
02/08/2219:27
74-88-4
ND
ug/L
5.0
2.0
1
02/08/2219:27
75-09-2
ND
ug/L
5.0
2.7
1
02/08/2219:27
108-10-1
ND
ug/L
1.0
0.29
1
02/08/2219:27
100-42-5
ND
ug/L
1.0
0.31
1
02/08/2219:27
630-20-6
ND
ug/L
1.0
0.22
1
02/08/2219:27
79-34-5
ND
ug/L
1.0
0.29
1
02/08/2219:27
127-18-4
ND
ug/L
1.0
0.48
1
02/08/2219:27
108-88-3
ND
ug/L
1.0
0.33
1
02/08/2219:27
71-55-6
ND
ug/L
1.0
0.32
1
02/08/2219:27
79-00-5
ND
ug/L
1.0
0.38
1
02/08/2219:27
79-01-6
ND
ug/L
1.0
0.30
1
02/08/2219:27
75-69-4
ND
ug/L
1.0
0.26
1
02/08/2219:27
96-18-4
ND
ug/L
2.0
1.3
1
02/08/2219:27
108-05-4
ND
ug/L
1.0
0.39
1
02/08/2219:27
75-01-4
ND
ug/L
1.0
0.34
1
02/08/2219:27
1330-20-7
103
%
70-130
1
02/08/2219:27
460-00-4
101
%
70-130
1
02/08/2219:27
17060-07-0
103
%
70-130
1
02/08/2219:27
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
L1,v1
Page 23 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: SW-3 Lab ID: 92586338010 Collected: 02/03/22 12:25 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
6010 MET ICP
Analytical Method: EPA 6010D Preparation Method: EPA 3010A
Pace Analytical Services -Asheville
Antimony
ND
ug/L
5.0
3.0
1
02/15/22 00:38
02/21/22 12:56
7440-36-0
Arsenic
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/21/22 12:56
7440-38-2
Barium
35.1
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:56
7440-39-3
Beryllium
ND
ug/L
1.0
0.70
1
02/15/22 00:38
02/21/22 12:56
7440-41-7
Cadmium
ND
ug/L
1.0
0.40
1
02/15/22 00:38
02/21/22 12:56
7440-43-9
Chromium
ND
ug/L
5.0
3.7
1
02/15/22 00:38
02/21/22 12:56
7440-47-3
Copper
ND
ug/L
5.0
4.3
1
02/15/22 00:38
02/21/22 12:56
7440-50-8
Lead
ND
ug/L
5.0
4.5
1
02/15/22 00:38
02/21/22 12:56
7439-92-1
Nickel
ND
ug/L
5.0
3.5
1
02/15/22 00:38
02/21/22 12:56
7440-02-0
Selenium
ND
ug/L
10.0
4.7
1
02/15/22 00:38
02/21/22 12:56
7782-49-2
Silver
ND
ug/L
5.0
2.5
1
02/15/22 00:38
02/21/22 12:56
7440-22-4
Vanadium
7.0
ug/L
5.0
3.9
1
02/15/22 00:38
02/21/22 12:56
7440-62-2
Zinc
ND
ug/L
10.0
9.5
1
02/15/22 00:38
02/21/22 12:56
7440-66-6
6020 MET ICPMS
Analytical Method: EPA 6020E Preparation Method: EPA
3010A
Pace Analytical Services
-Asheville
Cobalt
1.1
ug/L
1.0
0.050
1
02/11/22 10:07
02/17/22 03:23
7440-48-4
Thallium
ND
ug/L
0.47
0.050
1
02/11/22 10:07
02/17/22 03:23
7440-28-0
8260D MSV Low Level Landfill
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
Acetone
ND
ug/L
25.0
5.1
1
02/08/22 19:45
67-64-1
Acrylonitrile
ND
ug/L
10.0
1.8
1
02/08/22 19:45
107-13-1
Benzene
ND
ug/L
1.0
0.34
1
02/08/22 19:45
71-43-2
Bromochloromethane
ND
ug/L
1.0
0.47
1
02/08/22 19:45
74-97-5
Bromodichloromethane
ND
ug/L
1.0
0.31
1
02/08/22 19:45
75-27-4
Bromoform
ND
ug/L
1.0
0.34
1
02/08/22 19:45
75-25-2
Bromomethane
ND
ug/L
2.0
1.7
1
02/08/22 19:45
74-83-9
2-Butanone (MEK)
ND
ug/L
5.0
4.0
1
02/08/22 19:45
78-93-3
Carbon disulfide
ND
ug/L
2.0
0.73
1
02/08/22 19:45
75-15-0
Carbon tetrachloride
ND
ug/L
1.0
0.33
1
02/08/22 19:45
56-23-5
Chlorobenzene
ND
ug/L
1.0
0.28
1
02/08/22 19:45
108-90-7
Chloroethane
ND
ug/L
1.0
0.65
1
02/08/22 19:45
75-00-3
Chloroform
ND
ug/L
1.0
0.43
1
02/08/22 19:45
67-66-3
Chloromethane
ND
ug/L
1.0
0.54
1
02/08/22 19:45
74-87-3
1,2-Dibromo-3-chloropropane
ND
ug/L
2.0
0.34
1
02/08/22 19:45
96-12-8
Dibromochloromethane
ND
ug/L
1.0
0.36
1
02/08/22 19:45
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/L
1.0
0.27
1
02/08/22 19:45
106-93-4
Dibromomethane
ND
ug/L
1.0
0.39
1
02/08/22 19:45
74-95-3
1,2-Dichlorobenzene
ND
ug/L
1.0
0.34
1
02/08/22 19:45
95-50-1
1,4-Dichlorobenzene
ND
ug/L
1.0
0.33
1
02/08/22 19:45
106-46-7
trans-1,4-Dichloro-2-butene
ND
ug/L
1.0
0.56
1
02/08/22 19:45
110-57-6
1,1-Dichloroethane
ND
ug/L
1.0
0.37
1
02/08/22 19:45
75-34-3
1,2-Dichloroethane
ND
ug/L
1.0
0.32
1
02/08/22 19:45
107-06-2
1,1-Dichloroethene
ND
ug/L
1.0
0.35
1
02/08/22 19:45
75-35-4
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
v1
IK
Page 24 of 58

leAnalyiical
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9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: SW-3 Lab ID: 92586338010 Collected: 02/03/22 12:25 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Vinyl chloride
Xylene (Total)
Surrogates
4-Bromofluorobenzene (S)
1,2-Dichloroethane-d4 (S)
Toluene-d8 (S)
Date: 02/22/2022 05:36 PM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
1.0
0.38
1
02/08/2219:45
156-59-2
ND
ug/L
1.0
0.40
1
02/08/2219:45
156-60-5
ND
ug/L
1.0
0.36
1
02/08/2219:45
78-87-5
ND
ug/L
1.0
0.36
1
02/08/22 19:45
10061-01-5
ND
ug/L
1.0
0.36
1
02/08/2219:45
10061-02-6
ND
ug/L
1.0
0.30
1
02/08/2219:45
100-41-4
ND
ug/L
5.0
0.48
1
02/08/2219:45
591-78-6
ND
ug/L
20.0
9.7
1
02/08/2219:45
74-88-4
ND
ug/L
5.0
2.0
1
02/08/2219:45
75-09-2
ND
ug/L
5.0
2.7
1
02/08/2219:45
108-10-1
ND
ug/L
1.0
0.29
1
02/08/2219:45
100-42-5
ND
ug/L
1.0
0.31
1
02/08/2219:45
630-20-6
ND
ug/L
1.0
0.22
1
02/08/2219:45
79-34-5
ND
ug/L
1.0
0.29
1
02/08/2219:45
127-18-4
ND
ug/L
1.0
0.48
1
02/08/2219:45
108-88-3
ND
ug/L
1.0
0.33
1
02/08/2219:45
71-55-6
ND
ug/L
1.0
0.32
1
02/08/2219:45
79-00-5
ND
ug/L
1.0
0.38
1
02/08/2219:45
79-01-6
ND
ug/L
1.0
0.30
1
02/08/2219:45
75-69-4
ND
ug/L
1.0
0.26
1
02/08/2219:45
96-18-4
ND
ug/L
2.0
1.3
1
02/08/2219:45
108-05-4
ND
ug/L
1.0
0.39
1
02/08/2219:45
75-01-4
ND
ug/L
1.0
0.34
1
02/08/2219:45
1330-20-7
105
%
70-130
1
02/08/2219:45
460-00-4
101
%
70-130
1
02/08/2219:45
17060-07-0
108
%
70-130
1
02/08/2219:45
2037-26-5
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
L1,v1
Page 25 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: TRIP BLANK (X2) Lab ID: 92586338011 Collected: 02/03/22 00:00 Received: 02/04/22 11:10 Matrix: Water
Report
Parameters Results Units Limit MDL DF Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone (MEK)
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
1,2-Dibromo-3-chloropropane
Dibromochloromethane
1,2-Dibromoethane (EDB)
Dibromomethane
1,2-Dichlorobenzene
1,4-Dichlorobenzene
trans-1,4-Dichloro-2-butene
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropene
cis-1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
2-Hexanone
lodomethane
Methylene Chloride
4-Methyl-2-pentanone (MIBK)
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluoromethane
1,2,3-Trichloropropane
Vinyl acetate
Date: 02/22/2022 05:36 PM
Analytical Method: EPA 8260D
Pace Analytical Services - Charlotte
ND
ug/L
25.0
5.1
1
02/08/2215:05
67-64-1
ND
ug/L
10.0
1.8
1
02/08/2215:05
107-13-1
ND
ug/L
1.0
0.34
1
02/08/2215:05
71-43-2
ND
ug/L
1.0
0.47
1
02/08/2215:05
74-97-5
ND
ug/L
1.0
0.31
1
02/08/2215:05
75-27-4
ND
ug/L
1.0
0.34
1
02/08/2215:05
75-25-2
ND
ug/L
2.0
1.7
1
02/08/2215:05
74-83-9
ND
ug/L
5.0
4.0
1
02/08/2215:05
78-93-3 v1
ND
ug/L
2.0
0.73
1
02/08/2215:05
75-15-0 IK
ND
ug/L
1.0
0.33
1
02/08/2215:05
56-23-5
ND
ug/L
1.0
0.28
1
02/08/2215:05
108-90-7
ND
ug/L
1.0
0.65
1
02/08/2215:05
75-00-3
ND
ug/L
1.0
0.43
1
02/08/2215:05
67-66-3
ND
ug/L
1.0
0.54
1
02/08/2215:05
74-87-3
ND
ug/L
2.0
0.34
1
02/08/2215:05
96-12-8
ND
ug/L
1.0
0.36
1
02/08/2215:05
124-48-1
ND
ug/L
1.0
0.27
1
02/08/2215:05
106-93-4
ND
ug/L
1.0
0.39
1
02/08/2215:05
74-95-3
ND
ug/L
1.0
0.34
1
02/08/2215:05
95-50-1
ND
ug/L
1.0
0.33
1
02/08/2215:05
106-46-7
ND
ug/L
1.0
0.56
1
02/08/2215:05
110-57-6
ND
ug/L
1.0
0.37
1
02/08/2215:05
75-34-3
ND
ug/L
1.0
0.32
1
02/08/2215:05
107-06-2
ND
ug/L
1.0
0.35
1
02/08/2215:05
75-35-4
ND
ug/L
1.0
0.38
1
02/08/2215:05
156-59-2
ND
ug/L
1.0
0.40
1
02/08/2215:05
156-60-5
ND
ug/L
1.0
0.36
1
02/08/2215:05
78-87-5
ND
ug/L
1.0
0.36
1
02/08/22 15:05
10061-01-5
ND
ug/L
1.0
0.36
1
02/08/2215:05
10061-02-6
ND
ug/L
1.0
0.30
1
02/08/2215:05
100-41-4
ND
ug/L
5.0
0.48
1
02/08/2215:05
591-78-6
ND
ug/L
20.0
9.7
1
02/08/2215:05
74-88-4
ND
ug/L
5.0
2.0
1
02/08/2215:05
75-09-2
ND
ug/L
5.0
2.7
1
02/08/2215:05
108-10-1
ND
ug/L
1.0
0.29
1
02/08/2215:05
100-42-5
ND
ug/L
1.0
0.31
1
02/08/2215:05
630-20-6
ND
ug/L
1.0
0.22
1
02/08/2215:05
79-34-5
ND
ug/L
1.0
0.29
1
02/08/2215:05
127-18-4
ND
ug/L
1.0
0.48
1
02/08/2215:05
108-88-3
ND
ug/L
1.0
0.33
1
02/08/2215:05
71-55-6
ND
ug/L
1.0
0.32
1
02/08/2215:05
79-00-5
ND
ug/L
1.0
0.38
1
02/08/2215:05
79-01-6
ND
ug/L
1.0
0.30
1
02/08/2215:05
75-69-4
ND
ug/L
1.0
0.26
1
02/08/2215:05
96-18-4
ND
ug/L
2.0
1.3
1
02/08/2215:05
108-05-4 L1,v1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 26 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Sample: TRIP BLANK (X2)
Parameters
Lab ID:
Results
92586338011
Units
Collected:
Report
Limit
02/03/22 00:00
MDL DF
Received: 02/04/22 11:10 Matrix: Water
Prepared Analyzed CAS No. Qual
8260D MSV Low Level Landfill
Analytical
Method: EPA 8260D
Pace Analytical
Services
- Charlotte
Vinyl chloride
ND
ug/L
1.0
0.39 1
02/08/22 15:05
75-01-4
Xylene (Total)
ND
ug/L
1.0
0.34 1
02/08/22 15:05
1330-20-7
Surrogates
4-Bromofluorobenzene (S)
101
%
70-130
1
02/08/22 15:05
460-00-4
1,2-Dichloroethane-d4 (S)
101
%
70-130
1
02/08/22 15:05
17060-07-0
Toluene-d8 (S)
110
%
70-130
1
02/08/22 15:05
2037-26-5
Date: 02/22/2022 05:36 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 27 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
QC Batch: 676207 Analysis Method: SM 4500-NO2 B-2011
QC Batch Method: SM 4500-NO2 B-2011 Analysis Description: 4500NO2B, Nitrite, unpres
Laboratory: Pace Analytical Services - Eden
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007
METHOD BLANK: 3539648 Matrix: Water
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Nitrogen, Nitrite mg/L ND 0.010 0.0033 02/04/22 20:31
LABORATORY CONTROL SAMPLE: 3539649
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Nitrogen, Nitrite mg/L 0.1 0.10 101 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3539650 3539651
MS MSD
92586338004 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Nitrogen, Nitrite mg/L ND 0.1 0.1 0.056 0.055 56 55 90-110 2 10 M1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
Page 28 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
QC Batch: 678247 Analysis Method: EPA 6010D
QC Batch Method: EPA 3010A Analysis Description: 6010 MET
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007,
92586338008,92586338009,92586338010
METHOD BLANK: 3549624 Matrix: Water
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007,
92586338008,92586338009,92586338010
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Antimony
ug/L
ND
5.0
3.0
02/21/2211:41
Arsenic
ug/L
ND
10.0
4.7
02/22/2212:47
Barium
ug/L
ND
5.0
3.5
02/21/2211:41
Beryllium
ug/L
ND
1.0
0.70
02/21/2211:41
Cadmium
ug/L
ND
1.0
0.40
02/21/2211:41
Chromium
ug/L
ND
5.0
3.7
02/21/2211:41
Copper
ug/L
ND
5.0
4.3
02/21/2211:41
Lead
ug/L
ND
5.0
4.5
02/21/2211:41
Nickel
ug/L
ND
5.0
3.5
02/21/2211:41
Selenium
ug/L
ND
10.0
4.7
02/21/2211:41
Silver
ug/L
ND
5.0
2.5
02/21/2211:41
Vanadium
ug/L
ND
5.0
3.9
02/21/2211:41
Zinc
ug/L
ND
10.0
9.5
02/21/2211:41
LABORATORY CONTROL SAMPLE:
Parameter
3549625
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
Antimony
ug/L
500
513
103
80-120
Arsenic
ug/L
500
484
97
80-120
Barium
ug/L
500
504
101
80-120
Beryllium
ug/L
500
521
104
80-120
Cadmium
ug/L
500
511
102
80-120
Chromium
ug/L
500
522
104
80-120
Copper
ug/L
500
530
106
80-120
Lead
ug/L
500
514
103
80-120
Nickel
ug/L
500
513
103
80-120
Selenium
ug/L
500
511
102
80-120
Silver
ug/L
250
258
103
80-120
Vanadium
ug/L
500
509
102
80-120
Zinc
ug/L
500
499
100
80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3549626 3549627
MS MSD
92584984005 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Antimony ug/L ND 500 500 38.5J 37.5J 8 8 75-125 20 M1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC. Page 29 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project:
Pace Project No.:
KERNERSVILLE LANDFILL
92586338
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3549626
3549627
MS
MSD
92584984005
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
Arsenic
ug/L
ND
500
500
142
165
22
26
75-125
15
20 M1
Barium
ug/L
1620
500
500
2100
2200
97
117
75-125
5
20
Beryllium
ug/L
ND
500
500
384
392
76
77
75-125
2
20
Cadmium
ug/L
8.2J
500
500
458
465
90
91
75-125
1
20
Chromium
ug/L
960
500
500
1490
1550
106
119
75-125
4
20
Copper
ug/L
489
500
500
988
1030
100
108
75-125
4
20
Lead
ug/L
ND
500
500
446
456
85
87
75-125
2
20
Nickel
ug/L
1350
500
500
1860
1950
102
121
75-125
5
20
Selenium
ug/L
ND
500
500
48.8J
ND
10
9
75-125
20 M1
Silver
ug/L
ND
250
250
225
228
90
91
75-125
2
20
Vanadium
ug/L
922
500
500
1510
1560
118
127
75-125
3
20 M1
Zinc
ug/L
703
500
500
1190
1240
97
108
75-125
4
20
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
Page 30 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
QC Batch: 677605 Analysis Method: EPA 6020B
QC Batch Method: EPA 3010A Analysis Description: 6020 MET
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007,
92586338008,92586338009,92586338010
METHOD BLANK: 3546349 Matrix: Water
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007,
92586338008,92586338009,92586338010
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Cobalt ug/L ND 1.0 0.050 02/17/22 02:15
Thallium ug/L ND 0.47 0.050 02/17/22 02:15
LABORATORY CONTROL SAMPLE: 3546350
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Cobalt ug/L 50 52.6 105 80-120
Thallium ug/L 25 25.8 103 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3546351
3546352
MS
MSD
92586338001 Spike
Spike MS
MSD
MS MSD
% Rec
Max
Parameter Units Result Conc.
Conc. Result
Result
% Rec % Rec
Limits
RPD RPD Qual
Cobalt ug/L 4.0 50
50 55.4
55.1
103 102
75-125
0 20
Thallium ug/L ND 25
25 26.1
25.1
104 100
75-125
4 20
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
Page 31 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
QC Batch: 676585 Analysis Method: EPA 8260D
QC Batch Method: EPA 8260D Analysis Description: 8260D MSV Low Level Landfill
Laboratory: Pace Analytical Services - Charlotte
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007,
92586338008,92586338009,92586338010,92586338011
METHOD BLANK: 3541444 Matrix: Water
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007,
92586338008,92586338009,92586338010,92586338011
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
ND
1.0
0.31
02/08/22 14:48
1,1,1-Trichloroethane
ug/L
ND
1.0
0.33
02/08/22 14:48
1,1,2,2-Tetrachloroethane
ug/L
ND
1.0
0.22
02/08/22 14:48
1,1,2-Trichloroethane
ug/L
ND
1.0
0.32
02/08/22 14:48
1,1-Dichloroethane
ug/L
ND
1.0
0.37
02/08/22 14:48
1,1-Dichloroethene
ug/L
ND
1.0
0.35
02/08/22 14:48
1,2,3-Trichloropropane
ug/L
ND
1.0
0.26
02/08/22 14:48
1,2-Dibromo-3-chloropropane
ug/L
ND
2.0
0.34
02/08/22 14:48
1,2-Dibromoethane (EDB)
ug/L
ND
1.0
0.27
02/08/22 14:48
1,2-Dichlorobenzene
ug/L
ND
1.0
0.34
02/08/22 14:48
1,2-Dichloroethane
ug/L
ND
1.0
0.32
02/08/22 14:48
1,2-Dichloropropane
ug/L
ND
1.0
0.36
02/08/22 14:48
1,4-Dichlorobenzene
ug/L
ND
1.0
0.33
02/08/22 14:48
2-Butanone (MEK)
ug/L
ND
5.0
4.0
02/08/22 14:48
2-Hexanone
ug/L
ND
5.0
0.48
02/08/22 14:48
4-Methyl-2-pentanone (MIBK)
ug/L
ND
5.0
2.7
02/08/22 14:48
Acetone
ug/L
ND
25.0
5.1
02/08/22 14:48
Acrylonitrile
ug/L
ND
10.0
1.8
02/08/22 14:48
Benzene
ug/L
ND
1.0
0.34
02/08/22 14:48
Bromochloromethane
ug/L
ND
1.0
0.47
02/08/22 14:48
Bromodichloromethane
ug/L
ND
1.0
0.31
02/08/22 14:48
Bromoform
ug/L
ND
1.0
0.34
02/08/22 14:48
Bromomethane
ug/L
ND
2.0
1.7
02/08/22 14:48
Carbon disulfide
ug/L
ND
2.0
0.73
02/08/22 14:48
Carbon tetrachloride
ug/L
ND
1.0
0.33
02/08/22 14:48
Chlorobenzene
ug/L
ND
1.0
0.28
02/08/22 14:48
Chloroethane
ug/L
ND
1.0
0.65
02/08/22 14:48
Chloroform
ug/L
ND
1.0
0.43
02/08/22 14:48
Chloromethane
ug/L
ND
1.0
0.54
02/08/22 14:48
cis-1,2-Dichloroethene
ug/L
ND
1.0
0.38
02/08/22 14:48
cis-1,3-Dichloropropene
ug/L
ND
1.0
0.36
02/08/22 14:48
Dibromochloromethane
ug/L
ND
1.0
0.36
02/08/22 14:48
Dibromomethane
ug/L
ND
1.0
0.39
02/08/22 14:48
Ethylbenzene
ug/L
ND
1.0
0.30
02/08/22 14:48
lodomethane
ug/L
ND
20.0
9.7
02/08/22 14:48
Methylene Chloride
ug/L
ND
5.0
2.0
02/08/22 14:48
Styrene
ug/L
ND
1.0
0.29
02/08/22 14:48
Tetrachloroethene
ug/L
ND
1.0
0.29
02/08/22 14:48
Toluene
ug/L
ND
1.0
0.48
02/08/22 14:48
v1
III
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC. Page 32 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
METHOD BLANK: 3541444 Matrix: Water
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007,
92586338008,92586338009,92586338010,92586338011
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
trans-1,2-Dichloroethene
ug/L
ND
1.0
0.40
02/08/22 14:48
trans- 1,3-Dichloropropene
ug/L
ND
1.0
0.36
02/08/22 14:48
trans-1,4-Dichloro-2-butene
ug/L
ND
1.0
0.56
02/08/22 14:48
Trichloroethene
ug/L
ND
1.0
0.38
02/08/22 14:48
Trichlorofluoromethane
ug/L
ND
1.0
0.30
02/08/22 14:48
Vinyl acetate
ug/L
ND
2.0
1.3
02/08/22 14:48 v1
Vinyl chloride
ug/L
ND
1.0
0.39
02/08/22 14:48
Xylene (Total)
ug/L
ND
1.0
0.34
02/08/22 14:48
1,2-Dichloroethane-d4 (S)
%
97
70-130
02/08/22 14:48
4-Bromofluorobenzene (S)
%
100
70-130
02/08/22 14:48
Toluene-d8 (S)
%
107
70-130
02/08/22 14:48
LABORATORY CONTROL SAMPLE:
Parameter
3541445
Units
Spike
Conc.
LCS
Result
LCS
% Rec
% Rec
Limits Qualifiers
1,1,1,2-Tetrachloroethane
ug/L
50
48.7
97
70-130
1,1,1-Trichloroethane
ug/L
50
51.1
102
70-130
1,1,2,2-Tetrachloroethane
ug/L
50
48.9
98
70-130
1,1,2-Trichloroethane
ug/L
50
49.9
100
70-130
1,1-Dichloroethane
ug/L
50
56.8
114
70-130
1,1-Dichloroethene
ug/L
50
55.2
110
70-132
1,2,3-Trichloropropane
ug/L
50
48.6
97
70-130
1,2-Dibromo-3-chloropropane
ug/L
50
49.1
98
70-132
1,2-Dibromoethane (EDB)
ug/L
50
49.5
99
70-130
1,2-Dichlorobenzene
ug/L
50
46.1
92
70-130
1,2-Dichloroethane
ug/L
50
50.7
101
70-130
1,2-Dichloropropane
ug/L
50
57.0
114
70-130
1,4-Dichlorobenzene
ug/L
50
47.2
94
70-130
2-Butanone (MEK)
ug/L
100
128
128
70-133 v1
2-Hexanone
ug/L
100
119
119
70-130
4-Methyl-2-pentanone (MIBK)
ug/L
100
118
118
70-130
Acetone
ug/L
100
114
114
70-144
Acrylonitrile
ug/L
250
304
122
70-130
Benzene
ug/L
50
52.7
105
70-130
Bromochloromethane
ug/L
50
51.4
103
70-130
Bromodichloromethane
ug/L
50
51.4
103
70-130
Bromoform
ug/L
50
49.1
98
70-131
Bromomethane
ug/L
50
47.8
96
30-177
Carbon disulfide
ug/L
50
53.0
106
70-133 IK
Carbon tetrachloride
ug/L
50
50.8
102
70-130
Chlorobenzene
ug/L
50
47.7
95
70-130
Chloroethane
ug/L
50
52.5
105
46-131
Chloroform
ug/L
50
50.2
100
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC. Page 33 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
LABORATORY CONTROL SAMPLE:
Parameter
3541445
Units
Spike
Conc.
LCS LCS
Result % Rec
Chloromethane
ug/L
50
55.4
cis-1,2-Dichloroethene
ug/L
50
55.1
cis-1,3-Dichloropropene
ug/L
50
55.5
Dibromochloromethane
ug/L
50
50.4
Dibromomethane
ug/L
50
46.7
Ethylbenzene
ug/L
50
48.1
lodomethane
ug/L
100
96.1
Methylene Chloride
ug/L
50
57.1
Styrene
ug/L
50
49.1
Tetrachloroethene
ug/L
50
46.1
Toluene
ug/L
50
49.5
trans-1,2-Dichloroethene
ug/L
50
58.1
trans- 1,3-Dichloropropene
ug/L
50
53.1
trans-1,4-Dichloro-2-butene
ug/L
50
58.7
Trichloroethene
ug/L
50
49.6
Trichlorofluoromethane
ug/L
50
44.7
Vinyl acetate
ug/L
100
148
Vinyl chloride
ug/L
50
54.6
Xylene (Total)
ug/L
150
141
1,2-Dichloroethane-d4 (S)
%
4-Bromofluorobenzene (S)
%
Toluene-d8 (S)
%
% Rec
Limits Qualifiers
111
49-130
110
70-130
111
70-130
101
70-130
93
70-130
96
70-130
96
47-140
114
68-130
98
70-130
92
70-130
99
70-130
116
70-130
106
70-130
117
25-200
99
70-130
89
61-130
148
70-140 L1,v1
109
59-142
94
70-130
106
70-130
100
70-130
101
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3541446
MS
92585718001 Spike
Parameter Units Result Conc.
MSD
Spike
Conc.
3541447
MS
Result
MSD
Result
MS
% Rec
MSD
% Rec
% Rec
Limits
RPD
Max
RPD Qual
1,1,1,2-Tetrachloroethane
ug/L
ND
20
20
20.5
19.8
102
99
70-135
3
30
1,1,1-Trichloroethane
ug/L
ND
20
20
25.3
23.2
126
116
70-148
9
30
1,1,2,2-Tetrachloroethane
ug/L
ND
20
20
21.2
20.4
106
102
70-131
4
30
1,1,2-Trichloroethane
ug/L
ND
20
20
22.3
21.6
111
108
70-136
3
30
1,1-Dichloroethane
ug/L
3.9
20
20
31.1
28.7
136
124
70-147
8
30
1,1-Dichloroethene
ug/L
0.87J
20
20
26.7
24.1
129
116
70-158
10
30
1,2,3-Trichloropropane
ug/L
ND
20
20
20.4
19.9
102
100
67-137
2
30
1,2-Dibromo-3-
ug/L
ND
20
20
18.8
18.2
94
91
69-136
3
30
chloropropane
1,2-Dibromoethane (EDB)
ug/L
ND
20
20
20.8
20.3
104
101
70-137
3
30
1,2-Dichlorobenzene
ug/L
ND
20
20
19.9
19.4
100
97
70-133
3
30
1,2-Dichloroethane
ug/L
ND
20
20
21.7
20.1
108
101
67-138
7
30
1,2-Dichloropropane
ug/L
ND
20
20
24.0
22.4
120
112
70-138
7
30
1,4-Dichlorobenzene
ug/L
ND
20
20
20.3
19.8
102
99
70-133
3
30
2-Butanone (MEK)
ug/L
ND
40
40
50.1
48.5
125
121
61-147
3
30 v1
2-Hexanone
ug/L
ND
40
40
45.9
45.4
115
114
67-139
1
30
4-Methyl-2-pentanone
ug/L
ND
40
40
48.3
47.7
121
119
67-136
1
30
(MIBK)
Acetone
ug/L
ND
40
40
48.5
44.5
121
111
55-159
9
30
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result
Date: 02/22/2022 05:36 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Page 34 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
MATRIX SPIKE & MATRIX SPIKE
DUPLICATE: 3541446
3541447
MS
MSD
92585718001
Spike
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Conc.
Conc.
Result
Result
% Rec
% Rec
Limits
RPD
RPD Qual
Acrylonitrile
ug/L
ND
100
100
134
125
134
125
68-140
7
30
Benzene
ug/L
ND
20
20
25.2
23.3
126
116
67-150
8
30
Bromochloromethane
ug/L
ND
20
20
23.9
22.0
120
110
70-146
8
30
Bromodichloromethane
ug/L
ND
20
20
21.8
20.5
109
103
70-138
6
30
Bromoform
ug/L
ND
20
20
19.6
18.6
98
93
57-138
6
30
Bromomethane
ug/L
ND
20
20
25.6
23.9
128
119
10-200
7
30
Carbon disulfide
ug/L
ND
20
20
25.7
22.6
129
113
70-152
13
30 IK
Carbon tetrachloride
ug/L
ND
20
20
24.8
22.9
124
114
70-147
8
30
Chlorobenzene
ug/L
ND
20
20
20.8
20.1
104
100
70-137
4
30
Chloroethane
ug/L
ND
20
20
25.9
24.1
129
121
51-166
7
30
Chloroform
ug/L
0.46J
20
20
24.1
22.4
118
110
70-144
8
30
Chloromethane
ug/L
ND
20
20
22.6
21.0
113
105
24-161
7
30
cis-1,2-Dichloroethene
ug/L
ND
20
20
26.2
24.3
131
121
67-148
8
30
cis-1,3-Dichloropropene
ug/L
ND
20
20
22.8
21.1
114
106
70-142
8
30
Dibromochloromethane
ug/L
ND
20
20
20.8
19.9
104
99
68-138
5
30
Dibromomethane
ug/L
ND
20
20
21.8
20.0
109
100
70-134
8
30
Ethylbenzene
ug/L
ND
20
20
21.5
21.0
107
105
68-143
2
30
Iodomethane
ug/L
ND
40
40
38.0
32.4
95
81
20-161
16
30
Methylene Chloride
ug/L
ND
20
20
27.4
25.6
137
128
64-148
7
30 v1
Styrene
ug/L
ND
20
20
21.0
20.7
105
104
70-136
1
30
Tetrachloroethene
ug/L
0.53J
20
20
21.4
20.8
105
101
70-139
3
30
Toluene
ug/L
ND
20
20
23.1
21.8
115
109
47-157
6
30
trans-1,2-Dichloroethene
ug/L
ND
20
20
27.8
25.4
139
127
70-149
9
30
trans-1,3-Dichloropropene
ug/L
ND
20
20
23.3
22.0
117
110
70-138
6
30
trans-1,4-Dichloro-2-butene
ug/L
ND
20
20
16.5
15.0
83
75
31-145
10
30 v3
Trichloroethene
ug/L
ND
20
20
23.0
21.2
115
106
70-149
8
30
Trichlorofluoromethane
ug/L
0.74J
20
20
21.1
18.9
102
91
61-154
11
30
Vinyl acetate
ug/L
ND
40
40
60.8
57.4
152
144
48-156
6
30 v1
Vinyl chloride
ug/L
ND
20
20
22.6
20.6
113
103
55-172
9
30
Xylene (Total)
ug/L
ND
60
60
63.9
62.2
107
104
66-145
3
30
1,2-Dichloroethane-d4 (S)
%
102
98
70-130
4-Bromofluorobenzene (S)
%
102
103
70-130
Toluene-d8 (S)
%
105
104
70-130
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
Page 35 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
QC Batch: 676918 Analysis Method: SM 4500-S2D-2011
QC Batch Method: SM 4500-S2D-2011 Analysis Description: 4500S2D Sulfide Water
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007
METHOD BLANK: 3542979 Matrix: Water
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Sulfide ug/L ND 100 50.0 02/09/22 03:08
LABORATORY CONTROL SAMPLE: 3542980
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Sulfide ug/L 500 497 99 80-120
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3542981 3542982
MS MSD
92586721004 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Sulfide ug/L ND 500 500 480 478 95 95 80-120 1 10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3542983 3542984
MS MSD
92586721001 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Sulfide ug/L ND 500 500 515 531 99 103 80-120 3 10
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
Page 36 of 58

leAnalyiical
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Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
QC Batch: 678978
Analysis Method: EPA 300.0 Rev 2.1 1993
QC Batch Method: EPA
300.0 Rev 2.1 1993
Analysis Description: 300.0 IC Anions
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples:
92586338001, 92586338002,
92586338003, 92586338004, 92586338005, 92586338006, 92586338007
METHOD BLANK: 3552932
Matrix: Water
Associated Lab Samples:
92586338001, 92586338002,
92586338003, 92586338004, 92586338005, 92586338006, 92586338007
Blank Reporting
Parameter
Units
Result Limit MDL Analyzed Qualifiers
Chloride
mg/L
ND 1.0 0.60 02/17/2213:15
Sulfate
ug/L
ND 1000 500 02/17/2213:15
LABORATORY CONTROL
SAMPLE: 3552933
Spike LCS LCS % Rec
Parameter
Units
Conc. Result % Rec Limits Qualifiers
Chloride
mg/L
50 50.5 101 90-110
Sulfate
ug/L
50000 49700 99 90-110
MATRIX SPIKE & MATRIX
SPIKE DUPLICATE: 3552934 3552935
MS MSD
92586338001
Spike Spike MS MSD MS MSD % Rec
Max
Parameter
Units Result
Conc. Conc. Result Result % Rec % Rec Limits
RPD RPD Qual
Chloride
mg/L 10
50 50 63.3 64.5 107 109 90-110
2 10
Sulfate
ug/L ND
50000 50000 53500 54600 106 108 90-110
2 10
MATRIX SPIKE & MATRIX
SPIKE DUPLICATE: 3552936 3552937
MS MSD
92587319020
Spike Spike MS MSD MS MSD % Rec
Max
Parameter
Units Result
Conc. Conc. Result Result % Rec % Rec Limits
RPD RPD Qual
Chloride
mg/L 31.4
50 50 84.4 85.8 106 109 90-110
2 10
Sulfate
ug/L 95.9 mg/L
50000 50000 140000 142000 88 91 90-110
1 10 M1
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
Page 37 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
QC Batch: 677848 Analysis Method: SM 531 OB-2014
QC Batch Method: SM 531 OB-2014 Analysis Description: 5310E TOC
Laboratory: Pace Analytical Services -Asheville
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007
METHOD BLANK: 3547974 Matrix: Water
Associated Lab Samples: 92586338001, 92586338002, 92586338003, 92586338004, 92586338005, 92586338006, 92586338007
Blank Reporting
Parameter Units Result Limit MDL Analyzed Qualifiers
Total Organic Carbon ug/L ND 1000 500 02/12/22 06:07
LABORATORY CONTROL SAMPLE: 3547975
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Organic Carbon ug/L 25000 24000 96 90-110
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3547976 3547977
MS MSD
92585013022 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Total Organic Carbon ug/L ND 25000 25000 24000 24000 96 96 90-110 0 10
MATRIX SPIKE & MATRIX SPIKE DUPLICATE: 3547978 3547979
MS MSD
92585013024 Spike Spike MS MSD MS MSD % Rec Max
Parameter Units Result Conc. Conc. Result Result % Rec % Rec Limits RPD RPD Qual
Total Organic Carbon ug/L 0.60J 25000 25000 25100 24900 98 97 90-110 1 10
mg/L
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC.
Page 38 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALIFIERS
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
TNTC - Too Numerous To Count
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and
bias for a specific analyte in a specific matrix.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as
"Total" may vary slightly from the sum of the reported component parameters.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TN -The NELAC Institute.
ANALYTE QUALIFIERS
D3 Sample was diluted due to the presence of high levels of non -target analytes or other matrix interference.
IK The recalculated concentration of the calibration standard(s) did not meet method acceptance criteria; this result should
be considered an estimated value.
L1 Analyte recovery in the laboratory control sample (LCS) was above QC limits. Results for this analyte in associated
samples may be biased high.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.
v1 The continuing calibration verification was above the method acceptance limit. Any detection for the analyte in the
associated samples may have a high bias.
v3 The continuing calibration verification was below the method acceptance limit. Any detection for the analyte in the
associated samples may have low bias.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC. Page 39 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92586338001
MW-2R
SM
4500-NO2
B-2011
676207
92586338002
MW-3S
SM
4500-NO2
B-2011
676207
92586338003
MW-31)
SM
4500-NO2
B-2011
676207
92586338004
MW-4
SM
4500-NO2
B-2011
676207
92586338005
MW-5
SM
4500-NO2
B-2011
676207
92586338006
MW-6
SM
4500-NO2
B-2011
676207
92586338007
DUPLICATE
SM
4500-NO2
B-2011
676207
92586338001
MW-2R
EPA 3010A
678247
EPA 6010D
678274
92586338002
MW-3S
EPA 3010A
678247
EPA 6010D
678274
92586338003
MW-3D
EPA 3010A
678247
EPA 6010D
678274
92586338004
MW-4
EPA 3010A
678247
EPA 6010D
678274
92586338005
MW-5
EPA 3010A
678247
EPA 6010D
678274
92586338006
MW-6
EPA 3010A
678247
EPA 6010D
678274
92586338007
DUPLICATE
EPA 3010A
678247
EPA 6010D
678274
92586338008
SW-1
EPA 3010A
678247
EPA 6010D
678274
92586338009
SW-2
EPA 3010A
678247
EPA 6010D
678274
92586338010
SW-3
EPA 3010A
678247
EPA 6010D
678274
92586338001
MW-2R
EPA 3010A
677605
EPA 6020B
677794
92586338002
MW-3S
EPA 3010A
677605
EPA 6020B
677794
92586338003
MW-31)
EPA 3010A
677605
EPA 6020B
677794
92586338004
MW-4
EPA 3010A
677605
EPA 6020B
677794
92586338005
MW-5
EPA 3010A
677605
EPA 6020B
677794
92586338006
MW-6
EPA 3010A
677605
EPA 6020B
677794
92586338007
DUPLICATE
EPA 3010A
677605
EPA 6020B
677794
92586338008
SW-1
EPA 3010A
677605
EPA 6020B
677794
92586338009
SW-2
EPA 3010A
677605
EPA 6020B
677794
92586338010
SW-3
EPA 3010A
677605
EPA 6020B
677794
92586338001
MW-2R
EPA 8260D
676585
92586338002
MW-3S
EPA 8260D
676585
92586338003
MW-3D
EPA 8260D
676585
92586338004
MW-4
EPA 8260D
676585
92586338005
MW-5
EPA 8260D
676585
92586338006
MW-6
EPA 8260D
676585
92586338007
DUPLICATE
EPA 8260D
676585
92586338008
SW-1
EPA 8260D
676585
92586338009
SW-2
EPA 8260D
676585
92586338010
SW-3
EPA 8260D
676585
92586338011
TRIP BLANK (X2)
EPA 8260D
676585
92586338001
MW-2R
SM 4500-S2D-2011
676918
92586338002
MW-3S
SM 4500-S2D-2011
676918
92586338003
MW-31)
SM 4500-S2D-2011
676918
92586338004
MW-4
SM 4500-S2D-2011
676918
92586338005
MW-5
SM 4500-S2D-2011
676918
92586338006
MW-6
SM 4500-S2D-2011
676918
92586338007
DUPLICATE
SM 4500-S2D-2011
676918
92586338001
MW-2R
EPA 300.0 Rev 2.1 1993
678978
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/22/2022 05:36 PM without the written consent of Pace Analytical Services, LLC. Page 40 of 58

leAnalyiical
www.pacelabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: KERNERSVILLE LANDFILL
Pace Project No.: 92586338
Lab ID Sample ID QC Batch Method QC Batch
92586338002
MW-3S
EPA 300.0 Rev 2.1 1993
678978
92586338003
MW-31)
EPA 300.0 Rev 2.1 1993
678978
92586338004
MW-4
EPA 300.0 Rev 2.1 1993
678978
92586338005
MW-5
EPA 300.0 Rev 2.1 1993
678978
92586338006
MW-6
EPA 300.0 Rev 2.1 1993
678978
92586338007
DUPLICATE
EPA 300.0 Rev 2.1 1993
678978
92586338001
MW-2R
SM 5310B-2014
677848
92586338002
MW-3S
SM 5310B-2014
677848
92586338003
MW-313
SM 5310B-2014
677848
92586338004
MW-4
SM 5310B-2014
677848
92586338005
MW-5
SM 5310B-2014
677848
92586338006
MW-6
SM 5310B-2014
677848
92586338007
DUPLICATE
SM 5310B-2014
677848
Date: 02/22/2022 05:36 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC.
Analytical Method
Analytical
Batch
Page 41 of 58

Document Name:
Document Revised: November 15,;021
Sample Condition Upon Receipt (SCUR)
page 1 of 2
Document No.:
Issuing Authority:
a�eAnaY&
F-CAR•CS-033-Rev.08
Pace Carolinas Quality Office
Laboratory receiving samples:
Asheville ❑ Eden[:] Greenwood ❑ Huntersville ❑ Ralejgh Mechanicsville❑ Atlanta❑ KernersvilleF
Client Name: Project
lf: w011 92'586338
Courier: ❑Fed x ❑UPS ❑USPS ❑Client
❑ CammeTcial ' ace ❑Other. 92586:338
Custody Seal Present? OY_es to Seals Intact? ❑Yes to 7 DeteJhklels Person EYeminlne Contents:-, `%Z�
Packing Material' ❑Bubble Wrap Xbble Bags []None ❑ Other Biological Tissue Frozen?
Thermometer: / []Yes []No Xg/A
❑ IR Gun ID: y et ❑Blue []NoneType of Ito:
Correction Factor:
Cooler Temp: - Add/Subtract ('C) r� Temp should be above freezing to 6'C
[]Samples out of temp criteria. Samples on Ice, coaling process
Cooler Temp Corrected (7Cj: has begun
USDA Regulated Soil { q` `I N/Ar water sample)
Did samples originate In quarantine zone within the United States: CA, NY, or SC (check maps)? Old samples originate from a foreign source (Internationally,
_ ��.,1,r.lire.4aawaliandDimRnRinrsl7-nHa_�1-iNa
eras ul.0
- -
Commenua Discre an :
Chain of Custody Present?
es
No
N/A
I.
Samples Arrived within Hold Time?
Na
QN1A
2.
Short Hold Time Analysis (c72 hr.)?
ges
Na
ENLA
3.
Rush Turn Around Time Requested?
Yes
o
NIA
4.
Sufficient Volume?
es
No
NA
5,
Correct Containers Used?
es
[]No❑N/A
6.
-Pace Containers Used?
es
No
WA
Containers Intact?
es
Na
N A
7.
Dissolved analysis- Samles Field Filtered?
Yes
ONO
/A
S.
Sample Labels Match COCZ
V�s
[]No❑ No
NIA
9.
r t ,
(v /
-includesOate/Time/ID/Analysis Matrix:
Heads ace In VOA Vials >S-6mm ?
Dyes
o
N
10.
Trip Blank Present?
[]Yes
[:)No
/A
11.
Trip Blank custody Seals Present?
rlv..
❑No
M N/A
COMMENTS/5AMPLE DISCREPANCY
Lot ID of split containers:
CLIENT NOTIFICATION/RESOLUTION
Person contacted:
Project Manager SCURF Review:
Project Manager SRF Review:
Date/Time:
Date:
Date:
Field Data Required? ❑Yes []No.
Page 42 of 58

Document Name: Dmutnent Revised: November15, 2021
sample Condition Up2n Receipt SCUR) Page 2 of 2
aceAIlafytfC81 Document No.: Issuing Authority:
F-CAR•CS-033•Rov.08 Pace Carolinas Quality office
"Check mark top half of box if pH and/or dechlorfnation is
verified and within the acceptance range For preservation
samples.
Exceptions: VOA, Collform, TOC, Oil and Grease, DRO/8015 (water) DOC, LLHg
"Bottom half of box Is to list number of bottles
2
3
4
S
5
7
tS
9
10
11
12
i1rofe" rs WUI; : 9211586338
PM: M14B Due Date: 02/18/22
CLIENT: M ithers&Ra
v
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Z
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a C a3 �3 4u Q c tt j �F LA itd m
s •Y z c� 2 7 2 xis d m
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E E E E E E S_ /pE tE E E E e E o�
lryll O pO Q r4 N S .-1 rl N ei. N $ $ q a inIL
N
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moot
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No
MENEM
INN
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a
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a
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M
MEN
pH Adjustment Log for Preserved Samples
m Type of preservative pH upon receipt Date preservation adjusted Time preservatlon
adjusted
Note: Whenever there Is a discrepancy affecting North Carolina compliance samples, a copy of this farm well be sent to the
out of hold, Incorrect preservative, out of temp, Incorrect containers.
Amount of Preservative Lot N
added
DEHNR Certification Office (Le.
Page 43 of 58

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Page 44 of 58

Waypointo
ANALYTICAL
2/10/2022
Pace Analytical - Huntersville, NC
Matt Brainard
9800 Kincey Avenue, Suite 100
Huntersville, NC, 28078
Ref: Analytical Testing
Lab Report Number: 22-040-0003
Client Project Description: Kernersville Landfill
92586338
Dear Matt Brainard:
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 2/9/2022 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
a'-1
Angela D Overcash
Senior Project Manager
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 45 of 58
Page 1 of 14

Waypoint.0
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2022
North Carolina
State Program
402
12/31/2022
South Carolina
State Program
99012
07/31/2022
South Carolina
State Program
99012
12/31/2021
Page 46 of 58
Page 1 of 1 00016/22-040-0003
Page 2 of 14

Waypoint. (2) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Sample Summary Table
Report Number: 22-040-0003
Client Project Description: Kernersville Landfill
92586338
Lab No Client Sample ID Matrix Date Collected Date Received
93752
MW-2R
Aqueous
02/03/2022
12:00
02/09/2022
07:30
93753
MW-3S
Aqueous
02/03/2022
12:20
02/09/2022
07:30
93754
MW-3D
Aqueous
02/03/2022
11:20
02/09/2022
07:30
93755
MW-4
Aqueous
02/03/2022
11:05
02/09/2022
07:30
93756
MW-5
Aqueous
02/03/2022
13:45
02/09/2022
07:30
93757
MW-6
Aqueous
02/03/2022
13:20
02/09/2022
07:30
93758
DUPLICATE
Aqueous
02/03/2022
11:30
02/09/2022
07:30
Page 47 of 58
Page 3 of 14

Waypoint. (2) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Summary of Detected Analytes
Project: Kernersville Landfill
Report Number: 22-040-0003
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-211
V 93752
2320B-2011
Alkalinity (as CaCO3)
133
mq/L
5
02/10/2022 09:00
MW-3S
V 93753
2320B-2011
Alkalinity (as CaCO3)
155
mq/L
5
02/10/2022 09:00
MW-3D
V 93754
2320B-2011
Alkalinity (as CaCO3)
167
mq/L
5
02/10/2022 09:00
MW-4
V 93755
2320B-2011
Alkalinity (as CaCO3)
174
mq/L
5
02/10/2022 09:00
MW-5
V 93756
2320B-2011
Alkalinity (as CaCO3)
11
mq/L
5
02/10/2022 09:00
MW-6
V 93757
2320B-2011
Alkalinity (as CaCO3)
6
mq/L
5
02/10/2022 09:00
DUPLICATE
V 93758
2320B-2011
Alkalinity (as CaCO3)
167
mq/L
5
02/10/2022 09:00
Page 48 of 58
Page 4 of 14

WavDdibnto
ANALYTICAL
00148
Pace Analytical - Huntersville, NC
Matt Brainard
9800 Kincey Avenue, Suite 100
Huntersville , NC 28078
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Kernersville Landfill
Information : 92586338
Report Date : 02/10/2022
Received : 02/09/2022
Report Number : 22-040-0003 REPOR T OF A NA L YSIS
Lab No : 93752 Matrix: Aqueous
Sample ID: MW-2R Sampled: 2/3/2022 12:00
Test Results Units MQL DF Date / Time By Analytical
Analyzed Method
Alkalinity (as CaCO3)
Qualifiers/ DF Dilution Factor
Definitions
133 mg/L 5 1 02/10/22 09:00 CLB 2320B-2011
MQL Method Quantitation Limit
Page 5 of 14
Page 1 of 7 Page 49 of 58

WavDdibnto
ANALYTICAL
00148
Pace Analytical - Huntersville, NC
Matt Brainard
9800 Kincey Avenue, Suite 100
Huntersville , NC 28078
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Kernersville Landfill
Information : 92586338
Report Date : 02/10/2022
Received : 02/09/2022
Report Number : 22-040-0003 REPOR T OF A NA L YSIS
Lab No : 93753 Matrix: Aqueous
Sample ID: MW-3S Sampled: 2/3/2022 12:20
Test Results Units MQL DF Date / Time By Analytical
Analyzed Method
Alkalinity (as CaCO3)
Qualifiers/ DF Dilution Factor
Definitions
155 mg/L 5 1 02/10/22 09:00 CLB 2320B-2011
MQL Method Quantitation Limit
Page 6 of 14
Page 2 of 7 Page 50 of 58

WavDdibnto
ANALYTICAL
00148
Pace Analytical - Huntersville, NC
Matt Brainard
9800 Kincey Avenue, Suite 100
Huntersville , NC 28078
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Kernersville Landfill
Information : 92586338
Report Date : 02/10/2022
Received : 02/09/2022
Report Number : 22-040-0003 REPOR T OF A NA L YSIS
Lab No : 93754 Matrix: Aqueous
Sample ID: MW-31D Sampled: 2/3/2022 11:20
Test Results Units MQL DF Date / Time By Analytical
Analyzed Method
Alkalinity (as CaCO3)
Qualifiers/ DF Dilution Factor
Definitions
167 mg/L 5 1 02/10/22 09:00 CLB 2320B-2011
MQL Method Quantitation Limit
Page 7 of 14
Page 3 of 7 Page 51 of 58

WavDdibnto
ANALYTICAL
00148
Pace Analytical - Huntersville, NC
Matt Brainard
9800 Kincey Avenue, Suite 100
Huntersville , NC 28078
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Kernersville Landfill
Information : 92586338
Report Date : 02/10/2022
Received : 02/09/2022
Report Number : 22-040-0003 REPOR T OF A NA L YSIS
Lab No : 937SS Matrix: Aqueous
Sample ID: MW-4 Sampled: 2/3/2022 11:05
Test Results Units MQL DF Date / Time By Analytical
Analyzed Method
Alkalinity (as CaCO3)
Qualifiers/ DF Dilution Factor
Definitions
174 mg/L 5 1 02/10/22 09:00 CLB 2320B-2011
MQL Method Quantitation Limit
Page 8 of 14
Page 4 of 7 Page 52 of 58

WavDdibnto
ANALYTICAL
00148
Pace Analytical - Huntersville, NC
Matt Brainard
9800 Kincey Avenue, Suite 100
Huntersville , NC 28078
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Kernersville Landfill
Information : 92586338
Report Date : 02/10/2022
Received : 02/09/2022
Report Number : 22-040-0003 REPOR T OF A NA L YSIS
Lab No : 93756 Matrix: Aqueous
Sample ID: MW-5 Sampled: 2/3/2022 13:45
Test Results Units MQL DF Date / Time By Analytical
Analyzed Method
Alkalinity (as CaCO3)
Qualifiers/ DF Dilution Factor
Definitions
11 mg/L 5 1 02/10/22 09:00 CLB 2320B-2011
MQL Method Quantitation Limit
Page 9 of 14
Page 5 of 7 Page 53 of 58

WavDdibnto
ANALYTICAL
00148
Pace Analytical - Huntersville, NC
Matt Brainard
9800 Kincey Avenue, Suite 100
Huntersville , NC 28078
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Kernersville Landfill
Information : 92586338
Report Date : 02/10/2022
Received : 02/09/2022
Report Number : 22-040-0003 REPOR T OF A NA L YSIS
Lab No : 937S7 Matrix: Aqueous
Sample ID: MW-6 Sampled: 2/3/2022 13:20
Test Results Units MQL DF Date / Time By Analytical
Analyzed Method
Alkalinity (as CaCO3)
Qualifiers/ DF Dilution Factor
Definitions
6 mg/L 5 1 02/10/22 09:00 CLB 2320B-2011
MQL Method Quantitation Limit
Page 10 of 14
Page 6 of 7 Page 54 of 58

WavDdibnto
ANALYTICAL
00148
Pace Analytical - Huntersville, NC
Matt Brainard
9800 Kincey Avenue, Suite 100
Huntersville , NC 28078
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Kernersville Landfill
Information : 92586338
Report Date : 02/10/2022
Received : 02/09/2022
Report Number : 22-040-0003 REPOR T OF A NA L YSIS
Lab No : 93758 Matrix: Aqueous
Sample ID: DUPLICATE Sampled: 2/3/2022 11:30
Test Results Units MQL DF Date / Time By Analytical
Analyzed Method
Alkalinity (as CaCO3)
Qualifiers/ DF Dilution Factor
Definitions
167 mg/L 5 1 02/10/22 09:00 CLB 2320B-2011
MQL Method Quantitation Limit
Page 11 of 14
Page 7 of 7 Page 55 of 58

• Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypoi ntana lytica l.com
Quality Control Data
Client ID: Pace Analytical - Huntersville, NC
Project Description: Kernersville Landfill
Report No: 22-040-0003
QC Analytical Batch:
V14786
Analysis Method:
2320B-2011
Analysis Description:
Alkalinity
Lab Reagent Blank
LRB
Matrix: AQU
Associated Lab Samples:
93752, 93753, 93754, 93755, 93756, 93757,
93758
Blank
MQL
Analyzed
Parameter
Units
Result
Alkalinity (as CaCO3)
mg/L
< 5
5
02/10/22 09:00
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec % Rec
Parameter
Units
Conc.
Result
Limits
Alkalinity (as CaCO3)
mg/L
250
254
102 90-110
Duplicate
V 93423-DUP
Result DUP
RPD Max RPD
Analyzed
Parameter
Units
Result
Alkalinity (as CaCO3)
mg/L
182 183
0.5 20
02/10/22 09:00
Duplicate
V 93503-DUP
Result DUP
RPD Max RPD
Analyzed
Parameter
Units
Result
Alkalinity (as CaCO3)
mg/L
345 348
0.8 20
02/10/22 09:00
Date: 02/10/2022 02:02 PM PageF'age f or 1
Page 12 of 14

WayPAoint.
NALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 00148
Customer Name: Pace Analytical - Huntersville, NC
Report Number: 22-040-0003
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
0 UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
IRT-15 4.1C
Shipping container/cooler uncompromised?
CO,) Yes
0 No
Number of coolers/boxes received
F
Custody seals intact on shipping container/cooler?
0 Yes
0 No
# Not Present
Custody seals intact on sample bottles?
0 Yes
0 No
# Not Present
Chain of Custody (COC) present?
# Yes
0 No
COC agrees with sample Iabel(s)?
# Yes
0 No
COC properly completed
# Yes
0 No
Samples in proper containers?
U Yes
0 No
Sample containers intact?
0 Yes
0 No
Sufficient sample volume for indicated test(s)?
U Yes
0 No
All samples received within holding time?
# Yes
0 No
Cooler temperature in compliance?
0 Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
U Yes
0 No
Water - Sample containers properly preserved
0 Yes
0 No
0 N/A
Water - VOA vials free of headspace
0 Yes
0 No
N/A
Trip Blanks received with VOAs
0 Yes
0 No
N/A
Soil VOA method 5035 — compliance criteria met
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
Special precautions or instructions included?
Comments:
0 Yes 0 No U N/A
F Low concentration EnCore samplers (48 hr)
Low conc pre -weighed vials (Sod Bis -14 d)
0Yes ONo
Signature: Sarah J. Locklear
Date & Time: 02/09/2022 10:09:23
Page 13 of 14
Page 57 of 58

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Page 14 of 14

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APPENDIX II
Historical Summary Tables
(2009-2014)

TABLE 1A
SUMMARY OF HISTORICAL GROUNDWATER ELEVATIONS
Background
Downgradient
Well ID:
MW-1
MW-6
MW-2
MW-3S
MW-31)
MW-4
MW-5
TOC Elevation:
806.42
804.87
762.19
764.57
764.56
760.26
773.32
Well Depth:
34.69
20.46
13.18
24.00
56.96
14.40
11.36
30-Dec-09
772.45
786.66
759.16
751.54
752.79
754.33
769.21
01-Jun-10
773.45
788.32
758.90
750.76
752.63
753.90
769.69
16-Nov-10
773.55
787.93
759.14
750.98
752.59
753.74
769.81
29-Dec-10
773.29
787.37
758.83
749.82
752.45
753.68
769.56
29-Jun-11
773.10
786.81
758.38
750.54
752.16
753.41
769.73
01-Nov-11
771.92
785.10
758.49
754.73
751.90
753.08
769.63
01-May-12
771.88
785.32
758.54
750.86
752.34
753.55
769.55
07-Nov-12
771.65
DRY
758.20
750.30
751.61
752.87
768.57
09-May-13
769.95
787.56
759.20
752.52
753.24
754.44
-
07-Nov-13
771.46
DRY
758.09
750.12
751.50
752.79
768.13
05-Jun-14
772.22
785.84
758.45
750.67
752.14
753.36
768.57
20-Nov-14
771.73
784.41
758.08
750.24
751.53
752.81
769.23
Notes:
TOC = Top of PVC well casing.
Elevations in feet above mean sea level. Well depths in feet below TOC.
Town of Kernersville Landfill
Permit No. 34-04 Joyce Engineering

TABLE 1B
MONITORING WELL AND BORING COMPLETION SUMMARY
WELL
NUMBER
CASING
DIAMETER
inches
WELL ELEVATIONS
TOTAL DEPTH
SCREENED INTERVAL*
LITHOLOGY OF
SCREENED INTERVAL*
GROUND
SURFACE
T.O.C.
B.G.S.
feet
B.T.O.C.
feet
DEPTH B.G.S.
ELEV. M.S.L.
feet above M.S.L.
from
to
from
to
MW-1
2
803.89
806.42
32.16
34.69
24.69
34.96
779.2
768.9
SAPROLITE
MW-2
2
760.07
762.19
11.06
13.18
3.18
13.18
756.9
746.9
SAPROLITE
MW-3S
2
761.98
764.57
21.41
24.00
14
24
748.0
738.0
SAPROLITE
MW-3D
2
762.02
764.56
54.42
56.96
36.96
56.96
725.1
705.1
SAPROLITE
MW-4
2
757.00
760.26
11.14
14.40
4.4
14.4
752.6
742.6
SAPROLITE
MW-5
2
771.00
773.32
9.04
11.36
6.36
11.36
764.6
759.6
SAPROLITE
MW-6
2
801.77
804.87
17.36
20.46
10.46
20.46
791.3
781.3
SAPROLITE
NOTES:
B.G.S. Below Ground Surface
M.S.L. Mean Sea Level
B.T.O.C. Below Top of Casing
T.O.C. Top of Casing
* = Due to limited information this data is assumed based on field conditions
Town of Kernersville Landfill Page 1 of 1 Joyce Engineering

TABLE 2
SUMMARY OF ESTIMATED HYDRAULIC GRADIENT AND LINEAR VELOCITY
November 2014
GRADIENT
FLOW LINE
GROUND-
HORIZ.
HYDRAULIC
EFFECTIVE
LINEAR
FLOW
WATER
GRADIENT,
CONDUCTIVITY
POROSITY
VELOCITY,
CALCULATION
LENGTH
DIRECTION
ELEV.
i
K
n
V
SEGMENT
(feet)
feet
ft/ft
ft/da
ft/da
l i
851
SW
0.04
1.73
0.30
0.20
785
Notes:
1. Hydraulic conductivities ("K") was estimated from slug test completed by JOYCE in April 2013
2. Velocity = Ki/n; assume homogeneous isotropic porous aquifer.
Town of Kernersville Landfill
Permit No. 34-04 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks
Inorganic Compounds
Antimony
30-Dec-09
1.2
6.0
---
ND
5.4
B
ND
ND
4.5
B
---
1.4 J
GWPS = 1.4 µg/L (10/23/07)
01-Jun-10
1.2
6.0
---
ND
ND
ND
ND
ND
---
3.9 1
GAPS = 1 µg/L (8/1/10)
29-Dec-10
2.6
6.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
5.0
6.0
---
ND
ND
ND
ND
ND
ND
ND
O1-Nov-11
5.0
6.0
---
ND
ND
ND
ND
ND
ND
ND
O1-May-12
5.0
6.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.48
6.0
---
---
ND
ND
ND
ND
---
ND
09-May-13
5.0
6.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
6.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
6.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
3.8
6.0
---
---
ND
ND
ND
ND
ND
ND
Arsenic
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
6.2 J
ND
NC 2L = 10 µg/L (1/11/10)
O1-Nov-11
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
O1-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.094
10.0
---
---
1.43
B
1.42
B
0.87
B
1.04
B
---
1.0 J
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
10.0
---
---
ND
2.5
J
ND
ND
2.7 J
ND
Barium
30-Dec-09
1.1
100
---
74.1
J
496
178
18.2
J
89.0
J
---
3.6 J
NC 2L = 700 µg/L (1/11/10)
01-Jun-10
1.1
100
---
58.1
J
326
187
22.2
J
94.9
J
---
2.0 J
29-Dec-10
0.20
100
---
46.3
B
430
112
38.0
B
92.1
J
72.6 J
11.3 J
29-Jun-11
5.0
100
---
77.7
J
370
128
41.2
J
98.4
J
113
ND
O1-Nov-11
5.0
100
---
125
413
132
41.7
J
111
72.1 J
ND
O1-May-12
5.0
100
---
78.8
J
323
121
40.0
J
99.7
J
66.1 J
ND
07-Nov-12
0.39
100
---
---
369
127
41.0
B
98.7
J
---
12.2 J
09-May-13
5.0
100
---
78.6
J
307
112
40.0
J
85.6
J
---
ND
07-Nov-13
5.0
100
---
---
302
113
38.0
J
89.6
J
---
ND
05-Jun-14
5.0
100
---
60.3
J
285
117
39.2
J
80.3
J
75.0 J
ND
20-Nov-14
2.5
100
---
---
301
113
39.5
J
83.3
J
108
ND
Beryllium
30-Dec-09
0.2
1.0
---
ND
0.5
J
ND
ND
ND
---
ND
GWPS = 4 µg/L (10/23/07)
01-Jun-10
0.2
1.0
---
0.6
1
0.7
J
ND
ND
ND
---
ND
29-Dec-10
0.10
1.0
---
ND
ND
ND
ND
ND
0.48 J
ND
29-Jun-11
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
O1-Nov-11
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
O1-May-12
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.049
1.00
---
---
0.34
J
ND
ND
0.099
J
---
ND
09-May-13
1.0
1.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
1.0
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.5
1.0
---
---
ND
ND
ND
ND
ND
ND
Cadmium
30-Dec-09
0.2
1.0
---
ND
0.5
J
5.6
ND
ND
---
ND
NC 2L = 2 µg/L (1/11/10)
01-Jun-10
0.2
1.0
--
2.9
1.0
B
5.3
0.4
B
0.4
B
---
0.4 J
29-Dec-10
0.50
1.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
O1-Nov-11
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
O1-May-12
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.026
1.00
---
---
0.15
J
ND
ND
0.043
J
---
ND
09-May-13
1.0
1.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
1.0
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.5
1.0
---
---
ND
ND
ND
ND
ND
ND
Chromium
30-Dec-09
0.7
10.0
---
ND
2.7
J
9.7
J
ND
3.1
J
---
ND
NC 2L = 10 µg/L (1/11/10)
01-Jun-10
0.7
10.0
---
3.5
J
1.6
J
12.4
1.2
J
3.2
J
---
ND
29-Dec-10
0.40
10.0
---
0.48
J
1.3
J
0.57
J
ND
5.5
J
3.8 J
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
O1-Nov-11
5.0
10.0
---
ND
ND
ND
ND
10.3
ND
ND
O1-May-12
5.0
10.0
---
ND
ND
ND
ND
5.8
J
ND
ND
07-Nov-12
0.030
10.0
---
---
0.71
J
0.12
B
0.094
B
7.31
J
---
0.099 .I
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
10.0
---
---
ND
ND
ND
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks
Cobalt
30-Dec-09
0.7
10.0
---
ND
6.4
J
11.2
ND
1.8
J
---
ND
GAPS =
70 µg/L (10/23/07)
01-Jun-10
0.7
10.0
---
1.8
J
2.5
J
8.5
J
ND
1.7
J
---
ND
GAPS =
1 µg/L (10/1/10)
29-Dec-10
0.60
10.0
---
ND
4.9
J
1.7
J
ND
1.6
J
10.2
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
9.9
J
ND
01-Nov-11
5.0
10.0
---
ND
ND
ND
ND
ND
5.2
J
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
13.9
ND
07-Nov-12
0.053
10.0
---
---
1.98
J
3.89
J
0.43
B
2.02
J
---
0.24 J
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
12.0
ND
20-Nov-14
2.5
10.0
---
---
ND
2.5
J
ND
ND
10.2
ND
Copper
30-Dec-09
2.0
10.0
---
ND
ND
10.6
ND
1.5
J
---
ND
NC 2L =
1,000 µg/L (10/23/07)
01-Jun-10
2.0
10.0
---
12.2
B
3.3
B
33.2
3.9
B
6.8
B
---
4.8 .1
29-Dec-10
0.30
10.0
---
ND
ND
0.49
J
0.59
J
1.5
J
7.9
J
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
16.6
ND
01-Nov-11
5.0
10.0
---
ND
ND
ND
ND
5.4
J
ND
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.093
10.0
---
3.56
B
0.54
B
0.98
B
1.83
B
---
1.23 1
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
6.1
J
ND
20-Nov-14
2.5
10.0
---
---
ND
ND
ND
ND
5.3
J
ND
Lead
30-Dec-09
2.0
10.0
---
ND
ND
10.2
ND
ND
---
ND
NC 2L =
15 µg/L (10/23/07)
01-Jun-10
2.0
10.0
---
9.1
B
8.2
B
8.7
B
3.0
B
3.9
B
---
3.2 .I
29-Dec-10
4.0
10.0
---
ND
ND
ND
ND
ND
6.5
J
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
19.9
ND
01-Nov-11
5.0
10.0
---
5.5
J
ND
ND
ND
ND
ND
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.025
10.0
---
---
1.00
B
0.091
B
0.066
B
1.12
B
---
0.58 .I
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
10.0
---
---
ND
ND
ND
ND
4.2
J
ND
Nickel
30-Dec-09
0.6
50.0
---
ND
ND
8.1
1
1.8
J
1.6
J
---
ND
NC 2L =
100 µg/L (10/23/07)
01-Jun-10
0.6
50.0
---
ND
ND
6.0
J
ND
0.9
J
---
ND
29-Dec-10
1.7
50.0
---
ND
ND
ND
ND
ND
2.0
B
3.1 1
29-Jun-11
5.0
50.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
5.0
50.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
5.0
50.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.26
50.0
---
---
0.73
B
1.19
B
0.65
B
5.57
J
---
0.84 1
09-May-13
5.0
50.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
50.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
50.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
50.0
---
---
ND
ND
ND
ND
ND
ND
Selenium
30-Dec-09
6.3
10.0
---
ND
ND
8.4
J
ND
ND
---
ND
NC 2L =
20 µg/L (1/11/10)
01-Jun-10
6.3
10.0
---
ND
ND
6.3
J
ND
ND
---
ND
29-Dec-10
3.8
10.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
10.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
10.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
10.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.11
10.0
---
---
0.16
J
0.38
J
0.20
J
0.25
J
---
ND
09-May-13
10.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
10.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
10.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
5.0
10.0
---
---
ND
ND
ND
ND
ND
ND
Silver
30-Dec-09
1.1
10.0
---
ND
1.7
B
2.2
B
ND
ND
---
1.9 J
NC 2L =
20 µg/L (1/11/10)
01-Jun-10
1.1
10.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.10
10.0
---
ND
1.8
J
0.36
J
0.19
J
0.23
J
ND
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.017
10.0
---
0.18
J
ND
ND
0.078
J
---
ND
09-May-13
5.0
10.0
---
NI)
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
NI)
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
10.0
---
---
ND
ND
ND
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks
Thallium
30-Dec-09
2.7
5.5
---
ND
ND
ND
ND
ND
---
3.7
1
GWPS = 0.28 µg/L (10/23/07)
01-Jun-10
2.7
5.5
---
ND
ND
ND
ND
ND
---
ND
GWPS = 0.2 µg/L (10/1/10)
29-Dec-10
3.0
5.5
---
ND
3.2
J
ND
ND
4.8
J
ND
ND
29-Jun-11
5.4
5.5
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
5.4
5.5
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
5.4
5.5
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.060
5.50
---
---
0.16
J
ND
ND
0.76
J
---
ND
09-May-13
5.4
5.5
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.4
5.5
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.4
5.5
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
5.0
5.5
---
---
ND
ND
ND
ND
ND
ND
Vanadium
30-Dec-09
0.4
25.0
---
ND
1.4
J
37.4
1.5
J
4.3
J
---
ND
GWPS = 3.5 µg/L (10/23/07)
01-Jun-10
0.4
25.0
---
1.2
J
3.4
J
84.2
1.4
J
4.8
J
---
ND
GWPS = 0.3 µg/L (10/1/10)
29-Dec-10
0.20
25.0
---
1.2
B
2.8
J
2.3
J
1.6
J
5.5
J
14.5
J
0.26
1
29-Jun-11
5.0
25.0
---
ND
ND
ND
ND
ND
22.0
J
ND
01-Nov-11
5.0
25.0
---
7.2
J
ND
ND
ND
12.0
J
7.2
J
ND
01-May-12
5.0
25.0
---
ND
ND
ND
ND
7.2
J
7.6
1
ND
07-Nov-12
0.085
25.0
---
---
2.48
J
2.02
J
2.35
J
4.55
J
---
ND
09-May-13
5.0
25.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
25.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
25.0
---
ND
ND
11.4
J
ND
ND
ND
ND
20-Nov-14
2.5
25.0
---
---
ND
3.2
J
ND
ND
9.4
J
ND
Zinc
30-Dec-09
2.7
10.0
---
ND
10.1
B
204
15.9
B
24.8
B
---
5.8
.I
NC 2L = 1,000 µg/L (1/11/10)
01-Jun-10
2.7
10.0
---
16.2
13.5
415
8.5
J
22.2
---
ND
29-Dec-10
0.40
10.0
---
12.2
B
15.8
B
8.9
B
ND
4.6
B
38.1
B
12.5
29-Jun-11
10.0
10.0
---
ND
23.6
B
22.3
B
ND
15.5
B
91.2
10.5
01-Nov-11
10.0
10.0
---
16.6
ND
40.0
ND
16.2
31.4
ND
01-May-12
10.0
10.0
---
ND
ND
13.5
ND
10.2
12.0
ND
07-Nov-12
1.31
10.0
---
---
8.61
J
5.20
J
3.98
J
4.65
J
---
ND
09-May-13
10.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
10.0
10.0
---
---
13.8
10.4
ND
ND
---
ND
05-Jun-14
10.0
10.0
---
ND
ND
89.0
ND
ND
19.4
ND
20-Nov-14
5.0
10.0
---
---
ND
20.9
ND
ND
55.0
ND
Organic Compounds
Acetone
29-Jun-11
2.2
100
---
ND
2.3
B
2.4
B
3.9
B
ND
3.8
B
5.3
1
NC 2L = 6,000 µg/L (1/11/10)
01-Nov-11
2.2
100
---
ND
ND
ND
ND
ND
ND
14.6
1
01-May-12
2.2
100
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.193
100
---
---
ND
ND
ND
ND
---
ND
09-May-13
10.0
100
---
ND
ND
ND
ND
ND
---
12.0
1
07-Nov-13
10.0
100
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
10.0
100
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
10.0
100
---
ND
ND
ND
ND
ND
ND
Benzene
30-Dec-09
0.1
1.0
---
ND
8.4
0.3
J
0.4
J
0.3
J
---
ND
NC 2L = 1 µg/L (10/23/07)
01-Jun-10
0.1
1.0
--
ND
2.9
ND
ND
ND
---
ND
29-Dec-10
0.25
1.0
---
ND
8.1
ND
ND
ND
ND
ND
29-Jun-11
0.25
1.0
---
ND
7.2
0.38
J
0.45
J
0.42
J
ND
ND
01-Nov-11
0.25
1.0
---
ND
8.6
ND
ND
ND
ND
ND
01-May-12
0.25
1.0
---
ND
6.7
0.36
J
0.45
J
0.42
J
ND
ND
07-Nov-12
0.111
1.0
---
---
8.63
0.430
J
0.504
J
0.478
J
---
ND
09-May-13
0.25
1.0
---
ND
5.2
0.27
J
0.32
J
0.30
J
---
ND
07-Nov-13
0.25
1.0
---
---
6.9
0.33
J
0.38
J
0.39
J
---
ND
05-Jun-14
0.25
1.0
---
ND
6.0
ND
0.42
J
0.40
J
ND
ND
20-Nov-14
0.25
1.0
---
---
6.2
0.30
J
ND
0.32
J
ND
ND
Bromoform
09-May-13
0.26
3.0
---
ND
ND
0.37
B
ND
ND
---
0.37
J
NC 2L = µg/L 4 (10/23/07)
07-Nov-13
0.26
3.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.26
3.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.26
3.0
---
---
ND
ND
ND
ND
ND
ND
Chlorobenzene
30-Dec-09
0.1
3.0
---
ND
0.5
J
0.6
J
ND
ND
---
ND
NC 2L = 50 µg/L (10/23/07)
01-Jun-10
0.1
3.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.23
3.0
---
ND
0.61
J
ND
ND
ND
ND
ND
29-Jun-11
0.23
3.0
---
ND
0.46
J
1.0
J
0.37
J
ND
ND
ND
01-Nov-11
0.23
3.0
---
ND
0.59
J
1.1
J
0.37
J
ND
ND
ND
01-May-12
0.23
3.0
---
ND
{0.42}
J
0.94
B
0.38
B
ND
ND
0.30 {ND}
.I
07-Nov-12
0.083
3.00
---
---
0.468
J
1.30
J
0.476
J
ND
---
ND
09-May-13
0.23
3.0
---
ND
0.27
J
0.72
J
0.27
J
ND
---
ND
07-Nov-13
0.23
3.0
---
---
0.42
J
0.97
J
0.38
J
ND
---
ND
05-Jun-14
0.23
3.0
---
ND
0.30
J
0.78
J
0.33
J
ND
ND
ND
20-Nov-14
0.23
3.0
0.37
J
0.95
J
0.36
J
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 3 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks
Chloroethane
30-Dec-09
0.1
10.0
---
ND
ND
0.5
J
0.5
J ND
---
0.1 J
NC 2L = 3,000 µg/L (1/11/10)
01-Jun-10
0.1
10.0
---
ND
ND
0.4
J
ND
ND
---
ND
29-Dec-10
0.54
10.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
0.54
10.0
---
ND
ND
0.77
J
ND
0.57
J
ND
ND
01-Nov-11
0.54
10.0
---
ND
ND
0.79
J
ND
ND
ND
ND
01-May-12
0.54
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.235
10.0
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.54
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.54
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.54
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.54
10.0
---
---
ND
ND
ND
ND
ND
ND
1,4-Dichlorobenzene
30-Dec-09
0.1
1.0
---
ND
3.8
2.2
2.3
3.1
---
ND
NC 2L = 6 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
1.2
0.9
J
ND
1.2
---
ND
29-Dec-10
0.33
1.0
---
ND
3.9
1.1
2.3
1.9
ND
ND
29-Jun-11
0.33
1.0
---
ND
3.8
2.8
3.6
3.2
ND
ND
01-Nov-11
0.33
1.0
---
ND
4.7
4.1
4.1
3.5
ND
ND
01-May-12
0.33
1.0
---
ND
4.0
2.7
4.1
3.2
ND
ND
07-Nov-12
0.083
1.00
---
5.12
2.93
4.08
3.64
---
ND
09-May-13
0.33
1.0
---
ND
3.6
2.0
3.1
2.3
---
ND
07-Nov-13
0.33
1.0
---
---
5.4
2.5
4.2
3.2
---
ND
05-Jun-14
0.33
1.0
---
ND
5.0
1.9
4.0
2.7
ND
ND
20-Nov-14
0.33
1.0
---
---
4.7
1.9
3.8
2.6
ND
ND
1,1-Dichloroethane
30-Dec-09
0.2
5.0
---
ND
22.8
1.9
J
4.0
J 2.4
J
---
ND
NC 2L = 6 µg/L (1/11/10)
01-Jun-10
0.2
5.0
---
ND
11.0
1.1
J
ND
1.2
J
---
ND
29-Dec-10
0.32
5.0
---
ND
28.2
2.4
J
4.1
J 2.6
J
ND
ND
29-Jun-11
0.32
5.0
---
ND
25.0
2.5
J
3.9
J 2.6
J
ND
ND
01-Nov-11
0.32
5.0
---
ND
27.2
2.3
J
4.0
J 2.3
J
ND
ND
01-May-12
0.32
5.0
---
ND
22.6
2.0
J
3.8
J 2.0
J
ND
ND
07-Nov-12
0.208
5.0
---
---
28.1
2.06
J
4.08
J ND
---
ND
09-May-13
0.32
5.0
---
ND
18.7
1.4
J
3.0
J 1.6
J
---
ND
07-Nov-13
0.32
5.0
---
---
26.6
1.7
J
4.2
J 2.2
J
---
ND
05-Jun-14
0.32
5.0
---
ND
21.9
1.4
J
3.9
J 1.9
J
ND
ND
20-Nov-14
0.32
5.0
---
---
21.5
1.3
J
3.2
J 1.8
J
ND
ND
1,2-Dichloroethane
30-Dec-09
0.1
1.0
---
ND
1.2
0.7
J
1.2
ND
---
ND
NC 2L = 0.4 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.12
1.0
---
ND
ND
0.82
J
1.1
ND
ND
ND
29-Jun-11
0.12
1.0
---
ND
0.76
J
0.86
J
1.3
ND
ND
ND
01-Nov-11
0.12
1.0
---
ND
0.95
J
ND
1.3
ND
ND
ND
01-May-12
0.12
1.0
---
ND
0.71
J
0.70
J
1.1
ND
ND
ND
07-Nov-12
0.171
1.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.12
1.0
---
ND
0.50
J
0.49
J
0.81
J ND
---
ND
07-Nov-13
0.12
1.0
---
---
0.93
J
0.66
J
1.3
ND
---
ND
05-Jun-14
0.12
1.0
---
ND
0.76
J
0.52
J
0.99
J ND
ND
ND
20-Nov-14
0.12
1.0
---
---
0.68
J
0.47
J
0.81
J ND
ND
ND
1,1-Dichloroethylene
30-Dec-09
0.1
5.0
---
ND
0.4
J
ND
ND
ND
---
ND
NC 2L = 7 µg/L (10/23/07)
01-Jun-10
0.1
5.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.208
5.00
---
---
ND
ND
ND
ND
---
ND
NC 2L = 350 µg/L (04/01/2013)
09-May-13
0.56
5.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.56
5.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.56
5.0
---
ND
4.7
J
ND
ND
ND
ND
ND
20-Nov-14
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
cis-1,2-Dichloroethene
30-Dec-09
0.1
5.0
---
ND
68.2
11.0
51.0
21.8
---
ND
NC 2L = 70 µg/L (10/23/07)
01-Jun-10
0.1
5.0
---
ND
23.0
7.6
ND
10.2
---
ND
29-Dec-10
0.19
5.0
---
ND
66.7
16.8
56.7
24.1
ND
ND
29-Jun-11
0.19
5.0
---
ND
55.1
16.5
62.7
25.1
ND
ND
01-Nov-11
0.19
5.0
---
ND
59.4
15.2
59.3
23.2
ND
ND
01-May-12
0.19
5.0
---
ND
{48.7{
14.2
59.5
22.1
ND
0.21 {ND} J
07-Nov-12
0.103
5.00
---
59.7
13.6
71.3
26.4
---
ND
09-May-13
0.19
5.0
---
ND
39.9
10.9
49.7
17.4
---
ND
07-Nov-13
0.19
5.0
---
53.9
10.7
67.1
21.8
---
ND
05-Jun-14
0.19
5.0
---
ND
47.0
11.2
58.1
20.0
ND
ND
20-Nov-14
0.19
5.0
---
44.9
9.6
55.4
19.3
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 4 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks
trans-1,2-Dichloroethene
30-Dec-09
0.1
5.0
---
ND
1.4
J
ND
0.2 J
0.2
J
---
ND
NC 2L = 100 µg/L (10/23/07)
01-Jun-10
0.1
5.0
---
ND
0.6
J
ND
ND
ND
---
ND
29-Dec-10
0.49
5.0
---
ND
1.7
J
ND
ND
ND
ND
ND
29-Jun-11
0.49
5.0
---
ND
1.5
J
ND
ND
ND
ND
ND
01-Nov-11
0.49
5.0
---
ND
1.6
J
ND
ND
ND
ND
ND
01-May-12
0.49
5.0
---
ND
1.4
J
ND
ND
ND
ND
ND
07-Nov-12
0.077
5.00
---
---
1.59
J
ND
ND
ND
---
ND
09-May-13
0.49
5.0
---
ND
1.1
J
ND
ND
ND
---
ND
07-Nov-13
0.49
5.0
---
---
1.6
J
ND
ND
ND
---
ND
05-Jun-14
0.49
5.0
---
ND
1.4
J
ND
ND
ND
ND
ND
20-Nov-14
0.49
5.0
---
---
1.4
J
ND
ND
ND
ND
ND
1,2-Dichloropropane
30-Dec-09
0.1
1.0
---
ND
5.7
0.6
J
1.1
0.7
J
---
ND
NC 2L = 0.6 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
1.9
ND
ND
ND
---
ND
29-Dec-10
0.27
1.0
---
ND
5.3
ND
ND
ND
ND
ND
29-Jun-11
0.27
1.0
---
ND
4.8
0.90
J
1.3
0.73
J
ND
ND
01-Nov-11
0.27
1.0
---
ND
4.9
0.76
J
1.3
ND
ND
ND
01-May-12
0.27
1.0
---
ND
4.4
0.76
J
1.4
0.62
J
ND
ND
07-Nov-12
0.150
1.0
---
4.93
ND
1.66
ND
---
ND
09-May-13
0.27
1.0
---
ND
3.3
0.51
J
0.96 J
0.45
J
---
ND
07-Nov-13
0.27
1.0
---
---
4.4
0.63
J
1.3
0.57
J
---
ND
05-Jun-14
0.27
1.0
---
ND
4.0
0.51
J
ND
0.41
J
ND
ND
20-Nov-14
0.27
1.0
---
---
4.1
0.56
J
1.2
0.36
J
ND
ND
Ethylbenzene
30-Dec-09
0.1
1.0
---
ND
ND
ND
0.4 J
ND
---
ND
NC 2L = 600 µg/L (10/23/07)
01-Jun-10
0.1
1.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.109
1.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.30
1.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.30
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.30
1.0
---
---
ND
ND
ND
ND
ND
ND
Tetrachloroethene
30-Dec-09
0.2
1.0
---
ND
1.2
ND
ND
ND
---
ND
NC 2L = 0.7 µg/L (10/23/07)
01-Jun-10
0.2
1.0
---
ND
1.4
ND
ND
ND
---
ND
29-Dec-10
0.46
1.0
---
ND
2.8
ND
ND
ND
ND
ND
29-Jun-11
0.46
1.0
---
ND
3.6
ND
ND
ND
ND
ND
01-Nov-11
0.46
1.0
---
ND
2.9
ND
ND
ND
ND
ND
01-May-12
0.46
1.0
---
ND
3.0
ND
ND
ND
ND
ND
07-Nov-12
0.193
1.00
---
---
2.52
ND
ND
ND
---
ND
09-May-13
0.46
1.0
---
ND
1.9
ND
ND
ND
---
ND
07-Nov-13
0.46
1.0
---
---
1.8
ND
ND
ND
---
ND
05-Jun-14
0.46
1.0
---
ND
2.3
ND
ND
ND
ND
ND
20-Nov-14
0.46
1.0
---
---
1.1
ND
ND
ND
ND
ND
Toluene
29-Jun-11
0.26
1.0
---
ND
ND
ND
ND
ND
0.76 J
ND
NC 2L= 600 µg/L (1/11/10)
01-Nov-11
0.26
1.0
--
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.26
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.122
1.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.26
1.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.26
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.26
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.26
1.0
---
---
ND
ND
ND
ND
ND
ND
Trichloroethene
30-Dec-09
0.1
1.0
---
ND
8.0
ND
ND
0.2
J
---
ND
NC 2L = 3 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
6.4
ND
ND
ND
---
ND
29-Dec-10
0.47
1.0
---
ND
10.1
ND
ND
ND
ND
ND
29-Jun-11
0.47
1.0
---
ND
14.6
ND
ND
ND
ND
ND
01-Nov-11
0.47
1.0
---
ND
10.2
ND
ND
ND
ND
ND
01-May-12
0.47
1.0
---
ND
11.6
ND
ND
ND
ND
ND
07-Nov-12
0.161
1.00
---
9.97
ND
ND
ND
---
ND
09-May-13
0.47
1.0
---
ND
8.4
ND
ND
ND
---
ND
07-Nov-13
0.47
1.0
---
8.0
ND
ND
ND
---
ND
05-Jun-14
0.47
1.0
---
ND
8.9
ND
ND
ND
ND
ND
20-Nov-14
0.47
1.0
---
---
5.1
ND
ND
ND
ND
ND
Trichlorofluoromethane
29-Jun-11
0.20
1.0
---
ND
0.95
J
ND
ND
ND
ND
ND
NC 2L = 2000 µg/L (1/11/10)
01-Nov-11
0.20
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.20
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.157
1.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.20
1.0
---
ND
0.66
J
ND
ND
ND
---
ND
07-Nov-13
0.20
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.20
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.20
1.0
---
ND
ND
ND
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 5 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Analyte
Sample
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks
Vinyl chloride
30-Dec-09
0.1
1.0
---
ND
4.0
2.8
4.1
26.2
---
ND
NC 2L = 0.03 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
2.2
3.0
ND
26.7
---
ND
29-Dec-10
0.62
1.0
---
ND
3.5
2.4
4.7
25.6
ND
ND
29-Jun-11
0.62
1.0
---
ND
2.8
2.8
4.6
28.7
ND
ND
01-Nov-11
0.62
1.0
---
ND
5.1
2.6
6.9
24.0
ND
ND
01-May-12
0.62
1.0
---
ND
3.5
2.0
4.8
21.8
ND
ND
07-Nov-12
0.127
1.00
---
---
7.94
2.73
6.99
29.9
---
ND
09-May-13
0.62
1.0
---
ND
2.8
1.9
4.2
18.6
---
ND
07-Nov-13
0.62
1.0
---
---
6.3
2.1
6.0
21.9
---
ND
05-Jun-14
0.62
1.0
---
ND
7.1
5.6
8.9
21.9
ND
ND
20-Nov-14
0.62
1.0
---
---
5.2
2.1
5.3
16.2
ND
ND
Xylene (Total)
30-Dec-09
0.3
4.0
---
ND
ND
ND
3.5 J
ND
---
ND
NC 2L= 500 µg/L (1/11/10)
01-Jun-10
0.3
4.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.66
2.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
0.66
2.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
0.66
2.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.66
2.0
---
ND
0.89
J ND
ND
ND
ND
ND
07-Nov-12
0.179
5.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.66
5.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.66
5.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.66
5.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.66
5.0
ND
ND
ND
ND
ND
ND
Notes:
1. RL = Reporting limit (NC SWSL).
2. All concentrations are in micrograms per liter (ug/L).
3. NC 2L Standard is the groundwater quality standard established under 15A NCAC 2L.
4. MW = Monitoring well.
5. Blanks = Quality control blanks, including trip, field, and laboratory blanks. The listed concentration is the highest value reported in all blanks associated with the samples.
6. ND = Not detected at the laboratory's detection limit.
7. J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit.
8. B = Probable field and/or laboratory contamination since the concentration is within five times the concentration reported in the associated quality control blanks.
9. Bold values are greater than the NC 2L Standard or GWPS.
10. DL = Detection limit.
11. GWPS = Groundwater Protection Standard (GWPS is used when the NC 2L Standard has not been established.)
12. --- = Monitoring well was no sampled.
Town of Kernersville Landfill
Permit No. 34-04 Page 6 of 6 Joyce Engineering

TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
SW-1
SW-2
SW-3
Blanks
Inorganic Compounds
Antimony
30-Dec-09
1.2
6.0
1.5
B
6.4
B
NS
1.4
J
NC 2B = NE µg/L (05/01/07)
01-Jun-10
1.2
6.0
6.7
B
2.5
B
NS
3.9
J
29-Dec-10
2.6
6.0
ND
ND
ND
ND
29-Jun-11
5.0
6.0
ND
ND
ND
ND
01-Nov-11
5.0
6.0
ND
ND
ND
ND
01-May-12
5.0
6.0
ND
ND
ND
ND
07-Nov-12
0.48
6.0
ND
ND
ND
ND
09-May-13
5.0
6.0
ND
ND
ND
ND
07-Nov-13
5.0
6.0
ND
ND
ND
ND
05-Jun-14
5.0
6.0
ND
ND
ND
ND
20-Nov-14
3.8
6.0
ND
ND
ND
ND
Arsenic
07-Nov-12
0.094
10.0
0.17
B
0.26
B
0.24
B
1.0
J
NC 2B = 50 µg/L (05/01/07)
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
ND
ND
Barium
30-Dec-09
1.1
100
25.1
J
34
J
NS
3.4
J
NC 2B = NE µg/L (05/01/07)
01-Jun-10
1.1
100
28.8
J
31.5
J
NS
2.0
J
29-Dec-10
0.20
100
22.3
B
27.8
B
27.9
B
11.3
J
29-Jun-11
5.0
100
40.0
J
39.4
J
39.3
J
ND
01-Nov-11
5.0
100
30.1
J
35.2
J
34.3
J
ND
01-May-12
5.0
100
66.1
J
35.4
J
33.3
J
ND
07-Nov-12
0.39
100
27.6
B
31.5
B
29.9
B
12.2
J
09-May-13
5.0
100
33.6
J
33.8
J
32.6
J
ND
07-Nov-13
5.0
100
36.6
J
32.0
J
29.8
J
ND
05-Jun-14
5.0
100
31.2
J
35.8
J
33.6
J
ND
20-Nov-14
2.5
100
26.6
J
31.2
J
29.4
J
ND
Cadmium
30-Dec-09
02
1.0
ND
ND
NS
ND
NC 2B = 2 µg/L (05/01/07)
01-Jun-10
02
1.0
0.9
B
0.4
B
NS
0.4
J
29-Dec-10
0.50
1.0
ND
ND
ND
ND
29-Jun-11
1.0
1.0
ND
ND
ND
ND
01-Nov-11
1.0
1.0
ND
ND
ND
ND
01-May-12
1.0
1.0
ND
ND
ND
ND
07-Nov-12
0.026
1.000
ND
ND
ND
ND
09-May-13
1.0
1.0
ND
ND
ND
ND
07-Nov-13
1.0
1.0
ND
ND
ND
ND
05-Jun-14
1.0
1.0
ND
ND
ND
ND
20-Nov-14
0.5
1.0
ND
ND
ND
ND
Chromium
30-Dec-09
0.7
10.0
ND
ND
NS
ND
NC 2B = 50 µg/L (05/01/07)
01-Jun-10
0.7
10.0
1.7
J
1.2
J
NS
ND
29-Dec-10
0.40
10.0
0.69
J
0.53
J
0.41
.1
ND
29-Jun-11
5.0
10.0
ND
ND
ND
ND
01-Nov-11
5.0
10.0
ND
ND
ND
ND
01-May-12
5.0
10.0
ND
ND
ND
ND
07-Nov-12
0.030
10.0
0.29
B
0.13
B
0.11
B
0.099
J
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
2.7
J
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 3 Joyce Engineering

TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
SW-1
SW-2
SW-3
Blanks
Cobalt
30-Dec-09
0.7
10.0
ND
ND
NS
ND
NC 2B =
NE µg/L (05/01/07)
01-Jun-10
0.7
10.0
ND
ND
NS
ND
29-Dec-10
0.60
10.0
ND
1.8
J
1.9
J
ND
29-Jun-11
5.0
10.0
ND
ND
ND
ND
01-Nov-11
5.0
10.0
ND
ND
ND
ND
01-May-12
5.0
10.0
ND
ND
ND
ND
07-Nov-12
0.053
10.0
0.34
B
0.76
B
0.76
B
0.24
1
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
ND
ND
Copper
30-Dec-09
2.0
10.0
ND
ND
NS
ND
NC 2B =
7 µg/L (05/01/07)
01-Jun-10
2.0
10.0
6.9
B
5.8
B
NS
4.8
J
29-Dec-10
0.30
10.0
0.38
J
ND
ND
ND
29-Jun-11
5.0
10.0
ND
ND
ND
ND
01-Nov-11
5.0
10.0
ND
ND
ND
ND
01-May-12
5.0
10.0
ND
ND
ND
ND
07-Nov-12
0.093
10.0
0.27
B
0.38
B
0.38
B
1.23
1
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
ND
ND
Lead
30-Dec-09
2.0
10.0
ND
ND
NS
ND
NC 2B =
25 µg/L (05/01/07)
01-Jun-10
2.0
10.0
2.7
B
2.8
B
NS
3.2
J
29-Dec-10
4.0
10.0
ND
ND
ND
ND
29-Jun-11
5.0
10.0
ND
ND
ND
ND
01-Nov-11
5.0
10.0
ND
ND
ND
ND
01-May-12
5.0
10.0
ND
ND
ND
ND
07-Nov-12
0.025
10.0
0.071
B
0.049
B
0.060
B
0.58
1
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
ND
ND
Nickel
07-Nov-12
0.26
50.0
0.46
B
0.39
B
0.35
B
0.84
J
NC 2B =
88 µg/L (05/01/07)
09-May-13
5.0
50.0
ND
ND
ND
ND
07-Nov-13
5.0
50.0
ND
ND
ND
ND
05-Jun-14
5.0
50.0
ND
ND
ND
ND
20-Nov-14
2.5
50.0
ND
ND
ND
ND
Vanadium
30-Dec-09
0.4
25.0
2.0
J
0.8
J
NS
ND
NC 2B =
NE µg/L (05/01/07)
01-Jun-10
0.4
25.0
2.2
J
2.4
J
NS
ND
29-Dec-10
020
25.0
0.67
B
0.37
B
0.62
B
0.26
1
29-Jun-11
5.0
25.0
ND
ND
ND
ND
01-Nov-11
5.0
25.0
ND
ND
ND
ND
01-May-12
5.0
25.0
ND
ND
ND
ND
07-Nov-12
0.085
25.0
0.63
J
0.44
J
0.52
J
ND
09-May-13
5.0
25.0
7.8
J
9.1
J
9.4
J
ND
07-Nov-13
5.0
25.0
ND
ND
ND
ND
05-Jun-14
5.0
25.0
ND
ND
ND
ND
20-Nov-14
2.5
25.0
ND
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 3 Joyce Engineering

TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
SW-1
SW-2
SW-3
Blanks
Zinc
30-Dec-09
2.7
10.0
6.7
B
ND
NS
4.7
J
NC 2B = 50 µg/L (05/01/07)
O1-Jun-10
2.7
10.0
6.7
J
8.7
J
NS
ND
29-Dec-10
0.40
10.0
ND
1.2
B
1.2
B
12.5
29-Jun-11
10.0
10.0
ND
ND
ND
10.5
01-Nov-11
10.0
10.0
ND
ND
ND
ND
O 1-May-12
10.0
10.0
ND
ND
ND
ND
07-Nov-12
1.31
10.0
ND
ND
1.56
J
ND
09-May-13
10.0
10.0
ND
ND
ND
ND
07-Nov-13
10.0
10.0
ND
ND
ND
ND
05-Jun-14
10.0
10.0
ND
ND
ND
ND
20-Nov-14
5.0
10.0
ND
ND
ND
ND
Organic Compounds
Acetone
29-Jun-11
2.2
100
2.8
B
3.3
B
4.4
B
5.3
J
NC 2B = NE µg/L (05/01/07)
01-Nov-11
2.2
100
ND
ND
ND
14.6
J
O1-May-12
2.2
100
ND
ND
ND
ND
07-Nov-12
0.193
100
ND
ND
ND
ND
09-May-13
10.0
100
ND
ND
ND
12.0
1
07-Nov-13
10.0
100
ND
ND
ND
ND
05-Jun-14
10.0
100
ND
ND
ND
ND
20-Nov-14
10.0
100
ND
ND
ND
ND
cis-1,2-Dichloroethene
30-Dec-09
0.1
5.0
ND
ND
NS
ND
NC 2B = NE µg/L (05/01/07)
O1-Jun-10
0.1
5.0
ND
ND
NS
ND
29-Dec-10
0.19
5.0
ND
0.39
J
ND
ND
29-Jun-11
0.19
5.0
0.26
J
0.30
J
0.33
J
ND
01-Nov-11
0.19
5.0
ND
ND
ND
ND
01-May-12
0.19
5.0
0.31
B
ND
ND
0.21 (ND)
J
07-Nov-12
0.103
5.00
ND
ND
ND
ND
09-May-13
0.19
5.0
ND
ND
ND
ND
07-Nov-13
0.19
5.0
ND
0.38
J
ND
ND
05-Jun-14
0.19
5.0
ND
0.33
J
ND
ND
20-Nov-14
0.19
5.0
ND
0.49
J
ND
ND
Notes:
1. RL = Reporting limit (NC SWSL).
2. All concentrations are in micrograms per liter (ug/L).
3. NC 2B Standard is the surface water quality standard. Classification is currently Freshwater Aquatic Life.
4. NS = Not sampled.
5. SMP = Surface water monitoring point.
6. Blanks = Quality control blanks, including trip, field, and laboratory blanks.
The listed concentration is the highest value reported in all blanks associated with the samples.
7. ND = Not detected at the laboratory's detection limit.
8. J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit.
9. B = Blank Qualifed
10. Shaded values are greater than the established NC 2B Surface Water Quality Standards.
11. DL = Detection limit.
12. NE = Not established.
Town of Kernersville Landfill
Permit No. 34-04 Page 3 of 3 Joyce Engineering

TABLE 5
SUMMARY OF MNA CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
Alkalinity, Total as CaCO3
Jun-14
1000.0
5000
---
4600 J
148000
147000
160000
186000
(ug/L)
Nov-14
1000.0
5000
---
---
159000
151000
159000
181000
Sulfate
Jun-14
2000
250000
---
6500 J
ND
ND
ND
ND
(ug/L)
Nov-14
1000
250000
---
---
1760
J 1730
J 1870 J
1560 J
Nitrogen, Nitrate
Jun-14
20.0
1000
---
72 J
56
J ND
ND
ND
(ug/L)
Nov-14
10.0
1000
---
---
45
J ND
ND
ND
Methane
Jun-14
3.3
6.6
---
---
5530
254
242
515
(ug/L)
Nov-14
3.3
6.6
---
---
4980
159
182
186
Chloride
Jun-14
1000
1000
---
2220
11200
25900
16800
15600
(ug/L)
Nov-14
500
1000
---
---
17100
27900
17300
17100
Total Organic Carbon
Jun-14
1000
1000
---
3100
10600
8300
1500
8200
(ug/L)
Nov-14
500
1000
---
---
2150
1750
1370
1100
Hydrogen
Jun-14
0.13
0.6
---
---
1.5
1.2
120
3.5
(nM)
Nov-14
0.13
0.6
---
---
2.0
1.1
4.4
1.4
BOD, 5 day
Jun-14
2000
2000
---
ND
ND
ND
ND
ND
(ug/L)
Nov-14
2000
2000
---
---
4900
ND
ND
ND
Chemical Oxygen Demand
Jun-14
12500
25000
---
N D
ND
ND
ND
ND
(ug/L)
Nov-14
12500
25000
---
---
ND
ND
431000
ND
Notes:
MW = Monitoring well.
Blanks = Quality control blanks, including trip, field, and laboratory blanks. The listed concentration is the highest value reported in all blanks associated with the samples.
ND = Not detected at the laboratory's detection limit.
J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit.
B = Probable field and/or laboratory contamination since the concentration is within five times the concentration reported in the associated quality control blanks.
DL = Detection limit.
QL = Quantitation limit (NC SWSL).
--- = Monitoring well was not sampled.
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 1 Joyce Engineering

TABLE 6: BIODEGRADATION SCREENING MATRIX
Parameter
Concentration
in Plume
Interpretation
Possible
Points
Points Awarded
with DP points
Points Awarded
without DP points
Oxygen
< 0.5 mg/L
Tolerated, suppresses the reductive pathway at higher
3
0
0
concentrations
> 5 mg/L
Not tolerated; however, vinyl chloride may be oxidized
-3
0
0
aerobically
Nitrate
< 1 mg/L
At higher concentrations may compete with reductive
2
2
2
pathway
Iron II (Ferrous Iron)
> 1 mg/L
Reductive pathway possible; vinyl chloride may be
3
0
0
oxidized under Fe (III) - reducing conditions
Sulfate
< 20 mg/L
At higher concentrations may compete with reductive
2
2
1 2
pathway
Sulfide
> 1 mg/L
Reductive pathway possible
3
0
0
Methane
< 0.5 mg/L
Vinyl chloride oxidizes
0
> 0.5 mg/L
Ultimate reductive daughter product, vinyl chloride
3
0
0
accumulates
Oxidation Reduction
< 50 mV
Reductive pathway possible
1
I
1
Potential
< -100 mV
Reductive pathway likely
2
pH
5 < pH < 9
Optimal range for reductive pathway
0
0
0
5 > pH > 9
Outside optimal range for reductive pathway
-2
0
0
TOC
> 20 mg/L
Carbon and energy source; drives dechlorination; can
2
0
0
be natural or anthropogenic
Temperature
>200 C
At T > 200C biochemical process is accelerated
1
0
0
Carbon Dioxide
> 2x background
Ultimate oxidative daughter product
I 1
I 0
0
Alkalinity
> 2x background
Results from interaction between CO2 and
1
1
1
aquifer minerals
Chloride
> 2x background
Daughter product of organic chlorine
I 2
I 2
I 2
Hydrogen
> 1 nM
Reductive pathway possible
3
1 3
3
< 1 nM
Vinyl chloride oxidizes
0
Volatile Fatty Acids
> 0.1 mg/L
Intermediates resulting from biodegradation of more
2
0
0
complex compounds; carbon and energy source
BTEX
> 0.1 mg/L
Carbon and energy source; drives dechlorination
I 2
0
I 0
Tetrachloroethene (PCE)
---
Material released
0
0
0
Trichloroethene (TCE)
---
Material released
0
0
0
---
Daughter product of PCE
2
2
0
Dichloroethenes (DCE)
---
Material released
0
0
0
Daughter product of TCE
2
2
0
Dichloroethene, cis-1,2,
---
Material released
0
0
0
---
Daughter product of trichlorethene
2
2
0
Vinyl Chloride (VC)
---
Material released
0
0
0
---
Daughter product of DCE
2
2
0
1, 1, 1 -Trichloroethane (TCA)
---
Material released
1 0
0
0
1,1-Dichloroethane (DCA)
---
Material released
0
0
0
Daughter product of TCA
2
2
0
Chloroethane
---
Daughter product of dichloroethane or vinyl chloride
0
0
0
under reducing conditions
2
2
0
Ethene/Ethane
> 0.01 mg/L
Daughter products of vinyl chloride/ethene
2
0
0
> 0.1 mg/L
3
0
0
Chloroform
---
Material released
0
0
0
---
Daughter product of carbon tetrachloride
2
0
0
Dichloromethane (MC)
---
Material released
0
0
0
(Methylene Chloride)
---
Daughter product of chloroform
2
0
1 0
Based on data collected in November 2014. Total Points Awarded :
23
11
mg/L = miligrams per liter
mV = millivolts
NOTE: Chloroethane, Methane, TCE, DCE, cis-1,2-DCE, MC, VC, DCA, and CO2 are all present in the plume; however,
nM = Nanometer it is uncertain whether these are primary leachate constituents or daughter products (DPs); therefore, we
C = Celcius have two calculation columns. The first column assumes all of these are daughter products, and the
NA = Not Analyzed second column assumes none of them are. The true score is probably between the two.
BTEX = Sum of Benzene, Toluene, Ethylbenzene, and Total Xylenes
This screening matrix is prepared in general accordance with the United Stated Environmental Protection Agency's
(EPA's) Table 2.3 Analytical Parameters and Weighted for Preliminary Screening for Anaerobic Biodegradation
Process presented in the EPA's Technical Protocol for Evaluating Natural Attenuation of Chlorinated Solvents
in Groundwater, September 1988.
SCORE:
Evid. of Nat. Atten.
< 5
inadequate
6-14
limited
15-19
adequate
> 20
strong
Town of Kernersville Joyce Engineering