4501_Henderson_MSWLF_CDLF_March23GW_FID1812417_20230728

*ER USE ONLY ❑Paper Report ❑Electronic Data - Email CD (data loaded: Yes / No) Doc/Event #:
NC DENR Environmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
oU� 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):
WSP USA Inc. on behalf of Henderson County
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Benjamin S. Draper, PG, PMP Phone: [phone]
E-mail: [e-mail]
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or .1600) October 20-24, 2006)
Henderson County Closed Landfill 191 Transfer Station Drive 45-01 .1600/.0500 March 20 - 22, 2023
Hendersonville, NC 28791
Environmental Status: (Check all that apply)
Initial/Background Monitoring Detection Monitoring a 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 ❑X
Leachate monitoring data ❑
Surface water monitoring data
Methane gas monitoring data
Corrective action data (specify) MNA Monitoring
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.
Benjamin S. Draper, PG, PMP Assistant Vice President, Geologist 336-852-4903
Facility
Title (Area Code) Telephone
4V z 6 Z3 Affix ze
Date
WSP USA Inc., 5B Oak Branch Drive, Greensboro, NC 27407
Facility Representative Address
PG (C-557) / PE (F-0165)
67 J(, -2
ist Seal
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
�ffl

REPORT
First Semi -Annual 2023 Water Quality and Corrective
Action Monitoring Report
Closed Henderson County Landfill, Permit No. 45-01
Submitted to:
Henderson County Solid Waste Division
191 Transfer Station Drive
Stoney Mountain Drive
Hendersonville, North Carolina 28791
Submitted by:
\AIL+n 1 IL- A I.

July 28, 2023
Distribution List
GI-2014715721.102
Jaclynne Drummond, Hydrogeologist, Department of Environmental Quality, Division of Waste Management —
Solid Waste Section, 2090 US Highway 70, Swannanoa, NC 28778. 828-296-4706.
[e-mail]
Marcus Jones, PE, Director of Engineering, Henderson County, 1 Historic Courthouse Square, Suite 6,
Hendersonville, NC 28792. 828-694-6560. [e-mail] (electronic copy)
Greg Wiggins, Director of Solid Waste Department, 191 Transfer Station Drive, Hendersonville, NC 28791. 828-
707-6232. [e-mail]

July 28, 2023 GL2014715721.102
EXECUTIVE SUMMARY
On behalf of Henderson County, WSP USA Inc. (WSP), formerly Golder Associates NC, Inc. (Golder), is
submitting this Water Quality Monitoring Report, which documents the results of the compliance monitoring and
corrective action monitoring results from the March 20-22, 2023 water quality sampling event at the closed
Henderson County landfill (the Site). The Site consists of a closed municipal solid waste (MSW) which is
monitored under 15A of the North Carolina Administrative Code (NCAC) Subchapter 13B .1632 through .1636
and a closed construction and demolition (C&D) landfill which is monitored in accordance with 15A NCAC 13B
.0545.
Closed MSW Landfill
Two (2) inorganic constituents, cobalt and mercury, were detected at concentrations above the laboratory
quantitation limit (i.e., PQL) and the NC 2L Standard in samples collected from the MSW compliance monitoring
well, MW-8, during the March 2023 sampling event. The statistically derived site -specific groundwater protection
standard (GPS) of 24 ug/L was previously proposed for cobalt. The concentrations of cobalt observed in
monitoring well, MW-8 (14.4 ug/L), were below this proposed GPS. The concentrations of mercury in monitoring
well, MW-8, will be confirmed during the next sampling event. Mercury has historically been detected at similar
concentrations in samples collected from MW-8 and in other monitoring wells at the site.
One (1) inorganic constituent, cobalt, was also detected in compliance monitoring wells, MW-6, MW-7, and AMW-
1S, at estimated concentrations below the PQL but above the NC 2L Standard at the closed MSW landfill during
the March 2023 sampling event, as it has been historically. Per 15A NCAC 02L .0202 (b)(1), "where the standard
(i.e., the NC 2L Standard) for a substance is less than the practical quantitation limit (PQL), the detection of that
substance at or above the PQL constitutes a violation of the standard." The NC 2L Standard for cobalt is 1
microgram per liter (ug/L) and the PQL is 10 ug/L. As presented, the estimated concentrations of cobalt
mentioned above were reported below the PQL, therefore; no further action is warranted at this time.
Additionally, a desktop study using the United State Geological Survey (USGS) National Geochemical Survey
Database researched the prevalence of cobalt in soil and sediment in the general proximity of the Henderson
County MSW Landfill was presented in the First Semi -Annual 2019 Water Quality and Corrective Action
Monitoring Report dated July 15, 2019. The desktop study suggested that cobalt occurs naturally in stream
sediment and is likely to occur in subsurface soil at the Henderson County landfill at concentrations similar to the
concentrations currently observed in groundwater. Based on this data, the exceedance of cobalt observed in
groundwater at the C&D landfill is believed to originate from the natural soils and rock at the site.
Two (2) NC Appendix I listed organic constituents, the volatile organic compounds (VOCs), benzene and 1,4-
dichlorobenzene, were detected at quantifiable concentrations above the NC 2L Standards in the samples
collected from one or more downgradient well at the closed MSW landfill during the March 2023 sampling event.
Benzene was detected at quantifiable concentration above the NC 2L Standard in samples collected from AMW
1D and 1,4-dichlorobenzene was detected in samples collected from MW-7. Two (2) NC Appendix I listed
constituents, benzene and vinyl chloride, were also detected in samples collected from one or more downgradient
monitoring wells at estimated concentrations below the PQL but above the NC 2L Standard during this event.
Benzene was detected in samples collected from MW-6 and vinyl chloride was detected in samples collected from
MW-7. The constituent, 1,4 dioxane, was detected at quantifiable concentrations above the NC 2L Standard in
the samples collected from MW-6, MW-7, and AMW-1 D during the March 2023 sampling event. The constituent,

July 28, 2023 GL2014715721.102
1,4 dioxane, was analyzed per the May 29, 2018 memorandum from the NC Department of Environmental Quality
(DEQ) and is not currently part of the approved Water Quality Monitoring Plan (WQMP).
One (1) NC Appendix II listed semi -volatile organic compound (SVOC), heptachlor epoxide, was detected at an
estimated concentration above the NC 2L Standard in samples collected from monitoring well MW-7. This
detection denotes the first detection of heptachlor epoxide in samples collected from MW-7 and in samples
collected at this site. This detection will be verified during the next sampling event.
Closed C&D Landfill
No NC Appendix I inorganic constituents were reported at concentrations above the PQLs and the NC 2L
Standards in the samples collected from downgradient monitoring wells during the March 2023 sampling event.
Cobalt was detected in samples collected from MW-11 and MW-13 at estimated concentrations above the NC 2L
Standard during the March 2023 sampling event. Per 15A NCAC 02L .0202 (b)(1), no further action is warranted
at this time.
Three (3) indicator parameters, iron, manganese, and total dissolved solids (TDS), were detected at quantifiable
concentrations above the NC 2L Standard in samples collected from one or more downgradient monitoring wells
during the March 2023 sampling event. Iron was reported at a quantifiable concentration above the NC 2L
Standard in samples collected from downgradient monitoring wells MW-11 and MW-13. Manganese was reported
at a quantifiable concentration above the NC 2L Standard in samples collected from downgradient monitoring
wells MW-11, MW-12, and MW-13. The concentration of manganese in samples collected from monitoring well
MW-11 (7,660 ug/L) also exceeded the proposed site -specific groundwater protection standard of (7,254 ug/L).
TDS was reported at a quantifiable concentration above the NC 2L Standard in samples collected from the
downgradient monitoring well MW-11 as it has been previously. The concentrations of these indicator parameters
are believed to be naturally occurring and are similar to historical results for C&D facility monitoring wells.
A desktop study of the prevalence of cobalt, iron, and manganese in soil and sediment in the general proximity of
the Henderson County MSW Landfill using the USGS National Geochemical Survey Database was presented in
the First Semi -Annual 2019 Water Quality and Corrective Action Monitoring Report dated July 15, 2019. The
study showed that iron and manganese occur naturally in stream sediment and is likely to occur in subsurface soil
at the Henderson County MSW Landfill at concentrations that would account for the concentrations of these
constituents observed in groundwater. Therefore, the aforementioned exceedances likely originate from natural
soils and rock.
One (1) NC Appendix I listed organic constituent, vinyl chloride, was detected at a quantifiable concentration
above the NC 2L Standard in samples collected from downgradient monitoring well MW-12 at the C&D landfill
during the March 2023 sampling event. Vinyl chloride was also detected at an estimated concertation above the
NC 2L Standard in samples collected from the downgradient well MW-13 during the March 2023 sampling event
at the closed C&D landfill, as it has been historically. The organic constituent, 1,4 dioxane, was detected at a
quantifiable concentration above the NC 2L Standard in the samples collected from MW-13, as it has been
historically. As presented, 1,4-dioxane, was analyzed per the May 29, 2018 memorandum from the NC
Department of Environmental Quality (DEQ) and is not currently part of the approved monitoring plan.
Surface Water
No NC Appendix I organic or inorganic constituents were detected at quantifiable concentrations that exceeded
applicable surface water standards in samples collected from the downgradient monitoring wells during the March

July 28, 2023 GL2014715721.102
2023 sampling event. Two (2) inorganic constituents, cadmium and cobalt, were detected at estimated
concentrations above applicable chronic surface water standards in samples collected from BR-2 and BR-3.
Additionally, the constituent, 1,4-dioxane, was detected at a quantifiable concentration above the applicable
surface water standard in the samples collected from BR-1, BR-2, BR-3, and SW-1, as it has been historically.
Site -Specific Groundwater Protection Standards (GPS)
Statistically calculated site -specific GPSs were previously proposed for select inorganic constituents and C&D
indicator parameters. The following were the proposed GPSs for the MSW and C&D landfills:
■ Cobalt: 24.0 ug/L
And, for the C&D landfill only:
■ Iron: 16,299 ug/L
■ Manganese: 7,254 ug/L
■ Sulfate:516
■ TDS: 1,242
Per the email from NC DEQ dated January 13, 2023, approvals for site specific GPS have changed. Henderson
County is still awaiting guidance from the Solid Waste Section to determine the best path forward with regards to
site specific GPS for metals or other inorganic parameters
Recommendations
Due to the presence of VOCs above applicable groundwater standards, Henderson County will continue to
monitor the uppermost aquifer beneath the MSW landfill in accordance with the requirements of the Assessment
Monitoring Program as outlined in Title 15A NCAC 13B.1634. MNA monitoring events have been performed as
outlined in the approved CAP. As presented, SAW pilot test injections are no longer required unless VOCs are
detected above the NC 2L Standards in samples collected from groundwater monitoring wells screened in the
partially weathered rock / fractured bedrock aquifer. As presented, benzene was detected at quantifiable
concentrations above the NC 2L Standards in samples collected from AMW-1 D; however, there were quality
concerns identified in the laboratory report with this sample. WSP proposes to verify this result during the next
sampling event, tentatively scheduled for September 2023.
As presented, one (1) NC Appendix I listed VOC, vinyl chloride, was detected at a quantifiable concentration
above the NC 2L Standard in samples collected from the C&D downgradient monitoring well, MW-12 during the
March 2023 sampling event. No NC Appendix I listed constituents were detected at concentrations above
applicable surface water standards during the March 2023 sampling event. The indicator parameters iron,
manganese, and TDS were detected at quantifiable concentrations exceeding the NC 2L Standards in one or
more downgradient monitoring wells during the March 2023 monitoring event. With the exception of manganese,
these constituents were all detected at concentrations below the previously proposed site -specific GPS. In
response to the detections of manganese at concentrations exceeding the proposed site -specific GPS, the
County plans to redevelop monitoring well MW-11 prior to the next sampling event. While the turbidity values of
samples collected from MW-11 are relatively low (5-10 NTUs) the values are elevated when compared to the
other downgradient monitoring wells (-1 NTU).

July 28, 2023
GL2014715721.102
Based on the results summarized herein, the County will continue the implementation of groundwater corrective
action at the MSW landfill in accordance with the approved CAP. The County will also continue monitoring the
C&D landfill in accordance with the requirements of the Assessment Monitoring Program as outlined in Title 15A
NCAC 13B.0545. The next compliance monitoring event for this facility is tentatively scheduled for September
2023.

July 28, 2023 GL2014715721.102
Table of Contents
EXECUTIVE SUMMARY
1.0
INTRODUCTION.............................................................................................................................................1
1.1
Site Description and Background.........................................................................................................1
1.2
Compliance Monitoring History............................................................................................................1
1.2.1
Closed MSW Landfill.......................................................................................................................2
1.2.2
Closed C&D Landfill........................................................................................................................3
1.3
Hydrogeologic Setting..........................................................................................................................3
2.0
FIELD PROGRAM, MONITORING RESULTS, AND DISCUSSION.............................................................4
2.1
Visual Inspection Program...................................................................................................................4
2.2
Well Network and Groundwater Elevation Measurements..................................................................4
2.2.1
Closed MSW Landfill.......................................................................................................................4
2.2.2
Closed C&D Landfill........................................................................................................................5
2.2.3
Groundwater Elevation Measurements..........................................................................................5
2.3
March 2023 Water Quality Monitoring Event.......................................................................................5
2.4
Laboratory Analysis Program...............................................................................................................6
2.4.1
Closed MSW Landfill Compliance Monitoring.................................................................................6
2.4.2
Closed C&D Landfill Corrective Action Monitoring.........................................................................6
3.0
LABORATORY AND FIELD QA/QC..............................................................................................................6
4.0
DATA EVALUATION......................................................................................................................................7
4.1
North Carolina Groundwater and Surface Water Quality Standard Comparison for the Closed
MSWLandfill........................................................................................................................................7
4.2
North Carolina Groundwater Standard Comparison for the Closed C&D Landfill...............................8
4.3
Summary of Proposed Site -Specific Groundwater Protection Standards............................................9
5.0
CORRECTIVE ACTION PERFORMANCE MONITORING..........................................................................10
5.1
Monitored Natural Attenuation...........................................................................................................10
5.1.1
Monitored Natural Attenuation Sampling Results.........................................................................10
5.1.2
Monitored Natural Attenuation Sampling Evaluation....................................................................10
xx"I) 5

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GL2014715721.102
5.2 Super Aerated Water Pilot Test Sampling Results............................................................................11
6.0 CONCLUSIONS AND RECOMMENDATIONS............................................................................................11
7.0 REFERENCES..............................................................................................................................................12
TABLES
Table 1 Summary of Historical Static Water Level Data
Table 2 Summary of Estimated Horizontal Flow Velocities
Table 3 Summary of Well Construction Information
Table 4 Summary of Detected Constituents in MSW Monitoring Wells
Table 5 Summary of Field Parameters for MSW Monitoring Wells
Table 6 Summary of Detected Constituents in Surface Water Monitoring Points
Table 7 Summary of Field Parameters for Surface Water Monitoring Points
Table 8 Summary of Detected Constituents in C&D Monitoring Wells
Table 9 Summary of Field Parameters for C&D Monitoring Wells
Table 10 Summary of Geochemical Indicators
Table 11 Summary of Constituents of Concern in MSW Corrective Action Monitoring Points
FIGURES
Figure 1 Groundwater Surface Contour Map, March 20 - 22, 2023
APPENDICES
Appendix A Groundwater and Surface Water Sampling Logs
Appendix B March 2023 Water Quality Monitoring Certificates -of -Analysis, Chain -of -Custody Forms, and
Laboratory Data Review
Appendix C EPA Natural Attenuation Screening Protocol Forms and BIOCHLOR Monitored Natural Attenuation
Analysis for March 2023 Sampling Event

July 28, 2023 GL2014715721.102
1.0 INTRODUCTION
This report summarizes the monitoring results from the March 20 — 22, 2023 water quality monitoring event at the
closed Henderson County landfill (hereafter, referred to as the facility or the Site) in Henderson County, North
Carolina (NC), NC solid waste permit no. 45-01 as issued by the NC Department of Environmental Quality (DEQ,
formerly the Department of Environment and Natural Resources). The Henderson County landfill consists of a
closed municipal solid waste (MSW) landfill which is monitored in accordance with Title 15A of the North Carolina
Administrative Code (NCAC) Subchapter 13B .1632 through .1636 and a closed construction and demolition
(C&D) landfill which is monitored in accordance with 15A NCAC 13B .0545.
1.1 Site Description and Background
The location of the facility is shown on the inlay on Figure 1. As presented, the closed Henderson County landfill
is located approximately three (3) miles northwest of the city of Hendersonville, off of Stoney Mountain Road. The
County maintains an approximately 120-acre landfill facility that consists of a closed unlined C&D landfill
constructed over a MSW landfill; a closed unlined C&D facility; a closed unlined landfill formerly operated by the
Tennessee Valley Authority (TVA); an active transfer station; and a convenience center for County residents. A
white goods area, a yard waste disposal area, and a beneficial reuse area are also present on the property.
Unpermitted waste was discovered along the eastern portion of the southern property boundary in 2011, during
the construction of a road to the customer convenience center. The waste, which appears to consist of mainly
C&D material, extends off -site to an adjacent parcel.
The MSW landfill is subject to assessment monitoring with respect to water quality monitoring, which is performed
in accordance with 15A NCAC 13B .1634 of the Solid Waste Management Rules (SWMR) and the Transition Plan
for the facility. The C&D facility is subject to water quality monitoring in accordance with the January 1, 2007
revision to the C&D rules (.0544 and .0545 of the SWMR) and is currently in assessment monitoring. Water
quality monitoring is also required for the adjacent TVA landfill.
The facility has been in operation since the 1940s, beginning with the TVA landfill. In January 1998, the MSW
landfill ceased accepting MSW waste and began placing C&D waste over the previously landfilled MSW waste.
After closure of the C&D-over-MSW area, a new C&D landfill began operation on the southeastern portion of the
facility property. For closure purposes, the C&D-over-MSW area was capped with a modified clay cap. The
County ceased accepting waste at the stand-alone C&D landfill on June 30, 2008 and completed closure activities
on June 30, 2009.
The property is bounded to the north and east by residential and undeveloped wooded properties; to the south by
Stoney Mountain Road, residential, and wooded properties; and to the west by a tributary of Mill Pond Creek, a
NC Department of Transportation (DOT) maintenance yard, and a Henderson County School bus maintenance
facility. Topographic relief at the landfill ranges from approximately 2170 to 2590 feet above mean sea level.
Surface drainage from the facility is predominantly to the southwest toward several drainage features along the
western and southern portions of the property. These features drain into Mill Pond Creek located southwest of
the landfill.
1.2 Compliance Monitoring History
The following sections summarize the compliance monitoring histories of the closed MSW landfill, the closed C&D
landfill, and the closed TVA landfill.

July 28, 2023 GL2014715721.102
1.2.1 Closed MSW Landfill
Henderson County monitors water quality at the closed MSW landfill by sampling one (1) upgradient background
monitoring well (MW-5), and three (3) downgradient monitoring wells (MW-6, MW-7, and MW-8) semi-annually.
Samples from these wells have historically been analyzed for NC Appendix II listed constituents for the first semi-
annual event and NC Appendix I listed constituents plus detects (e.g., mercury) during the second semi-annual
event. Two (2) assessment monitoring wells (AMW-1 S and AMW-1 D) have also been monitored semi-annually
since April 2002. Samples collected from the assessment wells have historically been analyzed for NC Appendix
I listed constituents plus detects (e.g., mercury) during each semi-annual event.
Based on the documented exceedances of applicable groundwater standards for volatile organic compounds
(VOCs), the County submitted an Additional Groundwater Assessment Proposed Work Plan (Work Plan) to NC
DEQ on September 26, 2008. NC DEQ approved the Work Plan on April 17, 2008, and the County submitted the
Assessment Report on June 3, 2008. As part of the Assessment Report, assessment monitoring wells AMW-2S
and AMW-2D were installed to further delineate the VOC plume. As part of this submittal, Camp Dresser &
McKee (CDM) recommended that AMW-2S and AMW-2D continue to be sampled semi-annually.
On September 17, 2009, representatives of the County and WSP USA Inc. (WSP), formerly known as Golder
Associates NC, Inc. (Golder), met with NC DEQ and submitted a Groundwater Assessment Work Plan to NC
DEQ to address continued assessment activities at the MSW and C&D facilities. During the meeting, it was
verbally agreed that TVA well MW-9 would no longer be sampled and would remain for water level collection, and
wells AMW-1 S, AMW-1 D, AMW-2S, and AMW-2D would be sampled for NC Appendix I listed constituents plus
mercury. Follow-up emails were received on September 18, 2009 regarding approval to discontinue monitoring
MW-9, and on February 2, 2010, regarding approval of reduced analytical parameters for the four (4) assessment
monitoring wells. In a letter to the County dated May 12, 2011, NC DEQ requested that MW-9 be sampled on an
annual basis for NC Appendix I constituents to monitor the closed TVA landfill; currently the well is sampled
during the first semi-annual compliance event of each year. Four (4) downstream surface water monitoring
locations BR-1, BR-2, BR-3, and SW-1 are also monitored semi-annually for NC Appendix I listed constituents.
In July 2012, Henderson County submitted a Nature and Extent Study (NES) to NC DEQ with the purpose of
delineating the vertical and horizontal extent of those constituents identified in the groundwater samples at
concentrations above their respective groundwater standards. NC DEQ granted approval of the NES on October
18, 2012. The October 18, 2012, approval letter of the NES required the County to initiate an assessment of
corrective measures (ACM) per the 15A NCAC 13B .1635 of the NC SWMR. An ACM was submitted to the NC
DEQ on April 15, 2013. The ACM was approved by NC DEQ on May 22, 2013, and the County held a public
hearing to discuss the ACM and potential remedies for the site on August 15, 2013. A Corrective Action Plan
(CAP) was submitted to the NC DEQ on June 24, 2015 and was approved on July 13, 2015. As specified in the
CAP, monitored natural attenuation (MNA) was implemented as the corrective action remedy along with a super
aerated water (SAW) pilot test in the southwestern portion of the facility. A detailed description of the MNA
remedy and required sampling parameters can be found in Section 2.4.2 of this report.
A Corrective Action Evaluation Report (CAER) for the SAW pilot test was submitted to NC DEQ on October 25,
2019. The 2019 CAER proposed that methylene chloride be removed as a constituent of concern (COC) and that
SAW injections cease unless VOCs are detected at concentrations above the NC 2L Groundwater Standard (NC
2L Standard) in samples collected from groundwater monitoring wells screened in the partially weathered rock /
fractured bedrock aquifer. The 2019 CAER was approved by the NC DEQ on November 5, 2019.

July 28, 2023 GL2014715721.102
A CAER for the MNA program was submitted to NC DEQ on September 4, 2020. The 2020 CAER proposed that
tetrachloroethene and trichloroethene be removed as COCs. The 2020 CAER was approved by the NC DEQ on
September 9, 2020.
1.2.2 Closed C&D Landfill
The County monitors water quality at the C&D facility by sampling one (1) upgradient monitoring well (MW-10),
and three (3) downgradient monitoring wells (MW-11, MW-12, and MW-13) semi-annually. Samples collected
from the monitoring wells have been analyzed for NC Appendix I listed constituents plus mercury and indicator
parameters. On September 28, 2010, the County submitted an Alternate Source Demonstration (ASD) to NC
DEQ in response to VOCs detected in samples collected from the closed C&D landfill downgradient monitoring
wells. Based on the data and evaluations from the ASD, it was apparent that leachate from the C&D disposal unit
is not the likely source of the VOC detections. Additionally, the data suggest that the source of VOCs in samples
collected from downgradient monitoring wells is likely due to landfill gas. On May 12, 2011, NC DEQ issued a
letter to the County to initiate an assessment monitoring program at the C&D facility. The County submitted an
Assessment Monitoring Work Plan to NC DEQ on September 21, 2011 and sampled the C&D landfill monitoring
wells for NC Appendix II listed constituents during the September 2011 sampling event. Prior to the September
2011 compliance monitoring event, NC DEQ allowed the County to sample the C&D monitoring wells for NC
Appendix I listed constituents plus detected NC Appendix II constituents (e.g., 2,4-D) after conducting two
baseline sampling events.
1.3 Hydrogeologic Setting
Geologically, the facility is located within the Chauga Belt of the Blue Ridge Physiographic Province of NC
(NCGS, 1985 and 2004). The Chauga Belt is comprised of Cambrian intrusive metamorphic rocks of monzonitic
to granodioritic origin. The Chauga Belt is considered a low-grade metamorphic part of the Inner Piedmont Belt
and is bordered to the west by the Brevard thrust fault zone. The facility is underlain primarily by the Henderson
Gneiss which is a medium -gray, biotite granite augen composed of microcline, oligoclase, quartz, biotite, and
minor amounts of muscovite, epidote, and titanite (Butler and Secor, 1991). The topography of the area is
characterized by rolling, rounded hills with broad valleys and moderately steep ravines typically containing
streams.
The uppermost groundwater beneath the facility is present in a shallow, unconfined aquifer comprised of partially
weathered, fractured, metamorphic intrusive rock. Topographic relief at the site ranges from an elevation of
approximately 2590 feet above mean sea level (AMSL) along the eastern property boundary and slopes
downward to the southwest to an approximate elevation of 2170 feet AMSL along the western property boundary.
As a result of the varying topographic relief at the site, groundwater occurs at depths of ranging from
approximately 6 to 55 feet below grade. Depth -to -water measurements obtained during the March 2023
monitoring event are summarized in Table 1 and were used to prepare a groundwater surface contour map
presented as an overlay on Figure 1.
As presented, the groundwater flow in the uppermost aquifer beneath the site is generally toward the southwest
toward a tributary of Mill Pond Creek, which is located along the western property boundary of the site. The
groundwater contour map and interpreted flow directions are generally consistent with historical groundwater
contour maps and flow directions.
Based on the March 2023 groundwater surface contour map, the average hydraulic gradient in the shallow aquifer
underlying the MSW landfill was calculated to be approximately 0.08 foot per foot (Table 2). The hydraulic

July 28, 2023 GL2014715721.102
gradient underlying the C&D landfill was calculated to be approximately 0.30 foot per foot (Table 2). A hydraulic
conductivity of 1.26E-04 centimeters/second is used based on an average of previous hydraulic conductivities
calculated for specific wells (CDM, October 2008). An estimated effective porosity of 0.15 was used for the
shallow aquifer to represent a range from saprolite to fractured rock (CDM, December 2008). Using the above
values, the estimated rate of groundwater flow for the uppermost aquifer beneath the facility was calculated using
the following modified Darcy equation:
Ki
Vgw n
e
The average estimated linear groundwater flow velocity under the MSW landfill is approximately 68 feet/year,
which is generally consistent with previous estimates (Table 2). The average estimated linear groundwater flow
velocity under the C&D landfill is approximately 259 feet/year (Table 2). The difference between the horizontal
flow velocities under each unit is primarily due to hydraulic gradient. The range of groundwater flow is expected
to vary depending on the hydrogeologic unit in which it occurs. However, the linear velocity equation above
makes the simplified assumptions of a homogeneous and isotropic aquifer. Therefore, this equation represents a
simplified value for the uppermost aquifer and does not account for heterogeneous and/or anisotropic conditions
that are likely present in the uppermost aquifer at the facility.
2.0 FIELD PROGRAM, MONITORING RESULTS, AND DISCUSSION
Field activities conducted during the March 2023 water quality monitoring event are discussed in the following
sections.
2.1 Visual Inspection Program
To detect a potential release as early as possible, a visual inspection program is utilized by sampling personnel at
the closed Henderson County landfills. This program includes inspection for physical indicators such as potential
water table mounding beneath the waste management unit, physical examination of any stresses in biological
communities, visible signs of leachate migration (i.e., leachate seeps), unexplained changes in soil
characteristics, and any other change to the environment that may be due to the waste management unit. During
the compliance monitoring event, no physical indicators of a potential releases were observed in the vicinity of the
waste management units.
2.2 Well Network and Groundwater Elevation Measurements
The following sections summarize the current water quality networks and groundwater elevation measurement
procedure and historical results for the closed MSW landfill, the closed C&D landfill, and the closed TVA landfill.
2.2.1 Closed MSW Landfill
As presented, the current compliance groundwater monitoring network at the closed Henderson County MSW
landfill consists of one (1) upgradient monitoring well (MW-5) and three (3) downgradient monitoring wells (MW-6,
MW-7, and MW-8). Four (4) assessment monitoring wells (AMW-1 S, AMW-1 D, AMW-2S, and AMW-2D) are also
monitored during each semi-annual monitoring event. Four (4) surface water monitoring points (BR-1, BR-2,
BR-3, and SW-1) are monitored semi-annually. Monitoring well and surface water point locations are shown on
Figure 1.

July 28, 2023 GL2014715721.102
In addition to the compliance monitoring, the following wells are sampled semi-annually as part of the corrective
action MNA remedy: compliance monitoring wells MW-5, MW-6, MW-7, and MW-8; assessment wells AMW-1 S
and AMW-2S; and the corrective action monitoring well Old MW-2.
Monitoring wells MW-5, MW-6, MW-7, MW-8, AMW-1 S, AMW-2S, and Old MW-2 are screened in the shallow,
unconfined aquifer while monitoring wells AMW-1 D and AMW-2D are screened in fractured bedrock. Available
groundwater monitoring well construction information is summarized in Table 3.
As presented, the TVA Well, MW-9, is sampled annually (during each first semi-annual event) to monitor
groundwater downgradient of the closed TVA landfill. The well is screened in the shallow, unconfined aquifer.
2.2.2 Closed C&D Landfill
As presented, the current groundwater monitoring network at the closed C&D landfill consists of one (1)
upgradient monitoring well, MW-10, and three (3) downgradient monitoring wells MW-11, MW-12, and MW-13.
Downgradient monitoring wells MW-10, MW-11, and MW-12 are screened in the shallow, unconfined aquifer.
Monitoring well MW-13 is screened in fractured bedrock. The four (4) wells are screened to target the preferential
flow path for groundwater underlying the closed C&D waste management unit
2.2.3 Groundwater Elevation Measurements
Depth -to -water measurements were recorded to the nearest 0.01 foot with an electronic water -level indicator prior
to initiating groundwater purging and sampling activities. A summary of the current and available historical water
level elevations is presented in Table 1.
As presented, the data indicate that the hydraulic head level in the uppermost aquifer beneath the facility is
consistent, with temporal variation from the long-term average ranging from approximately 2 to 12 feet (plus or
minus). As expected, the range in fluctuation is greatest in the upgradient wells MW-5 and MW-10, as these wells
are located in groundwater recharge areas. The range of fluctuation in downgradient compliance wells, which are
located closer to groundwater discharge areas, is less, presumably due to the stabilizing effect of the hydraulic
discharge boundary.
2.3 March 2023 Water Quality Monitoring Event
Personnel from WSP visited the facility on March 20 - 22, 2023, to purge and sample the fourteen (14) monitoring
wells (Old MW-2, MW-5, MW-6, MW-7, MW-8, MW-9, MW-10, MW-11, MW-12, MW-13, AMW-1 S, AMW-1 D,
AMW-2S, and AMW-2D) and to sample the four (4) surface water monitoring locations (BR-1, BR-2, BR-3, and
SW-1).
Monitoring wells were purged and sampled using dedicated bladder pumps and low flow sampling procedures.
Measurements of pH, specific conductivity, turbidity, dissolved oxygen (DO), temperature, and oxidation reduction
potential (ORP) were recorded after each flow cell volume during the purge with field -calibrated instruments to
monitor for stabilization of water quality parameters. When possible, the purge rate was matched to the yield of
the monitoring well, as determined by continuously monitoring the depth to water, up to a maximum purge rate of
approximately 500 milliliters per minute. Purging was continued until stabilization as defined in the monitoring
plan was achieved for each field parameter.
The groundwater samples were collected directly from the bladder pump discharge line in labeled, laboratory -
supplied, pre -preserved sample containers after purging was completed. Each sample container was labeled with

July 28, 2023 GL2014715721.102
the sample identification number, sampling personnel, date and time of sample collection, project name and
number, and requested chemical analyses.
The surface water samples were collected by lowering the sample containers into the stream flow with the
opening facing away from the current flow, taking care to prevent the overflow of the sample containers and to
minimize sample -induced turbidity. Measurements of temperature, pH, specific conductivity, DO, ORP, and
turbidity were recorded during the collection of the surface water samples.
After collection, the water quality samples were placed in a cooler on ice, under chain -of -custody control. Copies
of the sampling logs are presented in Appendix A. Included in each log is a description of the sampling
equipment, sampling location, sampling method, field observations, and water quality measurements.
2.4 Laboratory Analysis Program
The majority of the March 2023 water quality samples were shipped to Eurofins Raleigh, formerly Environmental
Conservation Laboratories (ENCO), in Cary, NC under chain -of -custody control. The initial samples collected in
March 2023 were received at the laboratory on March 21 and March 22, 2023, in good condition and properly
preserved.
Additional MNA groundwater samples collected from MW-5, MW-6, MW-7, MW-8, AMW-1 S, AMW-2S, and Old
MW-2 were shipped to Pace Analytical Gulf Coast, LLC (Pace) of Baton Rouge, Louisiana (LA) under chain -of -
custody control to be analyzed for ferrous iron and dissolved hydrogen. These samples were received at the
laboratory on March 22, 23, and 24 2023, in good condition and properly preserved.
2.4.1 Closed MSW Landfill Compliance Monitoring
As presented, groundwater samples collected from the compliance MSW monitoring wells were analyzed for NC
Appendix I listed constituents. Samples collected from the assessment monitoring wells were analyzed for NC
Appendix I listed constituents and the previously detected NC Appendix II constituent, mercury. Surface water
samples were analyzed for NC Appendix I listed constituents. In accordance with the May 29, 2018
memorandum from NC DEQ, all groundwater and surface water samples were also analyzed for 1,4 dioxane.
2.4.2 Closed C&D Landfill Corrective Action Monitoring
Groundwater samples from the MNA monitoring wells MW-5, MW-6, MW-7, MW-8, AMW-1 S, AMW-2S, and Old
MW-2 were also analyzed for the MNA parameters which included nitrate, nitrite, ferrous iron, sulfate, sulfide,
alkalinity, chloride, methane, ethane, ethene, carbon dioxide, and hydrogen. The samples collected from Old
MW-2 were also analyzed for the COCs identified in the CAP, which include benzene; 1,4-dichlorobenzene; 1,1-
dichloroethane; and vinyl chloride.
3.0 LABORATORY AND FIELD QA/QC
A field blank was collected by WSP personnel as part of the March 2023 water quality monitoring event. In
addition to the field blank, laboratory -prepared trip blanks accompanied the volatile sample containers for the
March 2023 sampling event to and from the laboratory. Eurofins Raleigh analyzed the field blank for NC
Appendix I listed constituents plus: iron; manganese; 1,4-dioxane, and tetrahydrofuran. The trip blanks were
analyzed for NC Appendix I VOCs plus: tetrahydrofuran; and 1,4-dioxane.
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July 28, 2023 GL2014715721.102
Reviews of the laboratory data were performed by WSP and are included with the Certificates -of -Laboratory
Analysis included in Appendix B. Based on WSP's review of the laboratory data, estimated concentrations of
acetone, beryllium, chloroform, cyanide, and methylene chloride were detected in the field blank. Estimated
concentrations of chloroform and methylene chloride were also observed in the trip blank. Additionally, estimated
concentrations of beryllium, chloroform, cis- 1,2-dichloroethene, hexachlorobutadiene, 1,2,4-trichlorobenzene, and
methylene chloride were observed in one or more of the laboratory method blanks.
Due to the blank detections summarized above, the following detections were flagged as blank qualified in
samples collected from various compliance and/or assessment monitoring locations. Blank qualifications were
determined by examining the concentrations of the target analytes in the blank and multiplying the concentrations
by five or by ten for common laboratory contaminants (e.g., acetone, methylene chloride, etc.). Beryllium
detected in samples collected from MW-6, MW-7, MW-9, MW-10, MW-11, MW-12, MW-13, MW-15, AMW-1S,
AMW-1D, AMW-2S, AMW-2D, BR-1, BR-2, BR-3, and SW-1 were blank qualified. Chloroform detected in
samples collected from BR-1, BR-2, BR-3, and SW-1 were blank qualified. Cis-1,2-dichloroethene detected in
samples collected from MW-11, MW-12, AMW-1 D, and AMW-2S were blank qualified. Methylene chloride
detected in samples collected from MW-7, MW-9, AMW-2S, BR-2, and BR-3 were blank qualified. Cyanide
detected in samples collected from MW-5, MW-6, MW-7, and MW-8 were also blank qualified.
4.0 DATA EVALUATION
The results of the reported analytical results and evaluations are presented in the following sections.
4.1 North Carolina Groundwater and Surface Water Quality Standard
Comparison for the Closed MSW Landfill
The results of the March 2023 water quality monitoring event at the closed MSW landfill are summarized in
Table 4. Two (2) inorganic constituents, cobalt and mercury, were detected at concentrations above the
laboratory quantitation limit (i.e., PQL) and the NC 2L Standard in samples collected from the compliance
monitoring well, MW-8, during the March 2023 sampling event. One (1) inorganic constituent, cobalt, was also
detected in compliance monitoring wells, MW-6, MW-7, and AMW-1 S, at estimated concentrations below the PQL
but above the NC 2L Standard at the closed MSW landfill during the March 2023 sampling event, as it has been
historically. Per 15A NCAC 02L .0202 (b)(1), "where the standard (i.e., the NC 2L Standard) for a substance is
less than the practical quantitation limit (PQL), the detection of that substance at or above the PQL constitutes a
violation of the standard." The NC 2L Standard for cobalt is 1 microgram per liter (ug/L) and the PQL is 10 ug/L.
As presented, the estimated concentrations of cobalt mentioned above were reported below the PQL, therefore;
no further action is warranted at this time. As detailed in Section 4.3 below, the statistically derived site -specific
groundwater protection standard (GPS) of 24 ug/L was previously proposed for cobalt. The concentrations of
cobalt observed in monitoring well, MW-8 (14.4 ug/L), were below this proposed GPS. The concentrations of
mercury in monitoring well, MW-8, will be confirmed during the next sampling event. Mercury has historically
been detected at similar concentrations in samples collected from MW-8 and in other monitoring wells at the site.
A desktop study using the United State Geological Survey (USGS) National Geochemical Survey Database
researched the prevalence of cobalt in soil and sediment in the general proximity of the Henderson County MSW
Landfill was presented in the First Semi -Annual 2019 Water Quality and Corrective Action Monitoring Report
dated July 15, 2019. The desktop study suggested that cobalt occurs naturally in stream sediment and is likely to
occur in subsurface soil at the Henderson County landfill at concentrations similar to the concentrations currently

July 28, 2023 GL2014715721.102
observed in groundwater. Based on this data, the exceedance of cobalt observed in groundwater at the MSW
landfill is believed to originate from the natural soils and rock at the site.
Two (2) NC Appendix I listed organic constituents, the volatile organic compounds (VOCs), benzene and 1,4-
dichlorobenzene, were detected at quantifiable concentrations above the NC 2L Standards in the samples
collected from one or more downgradient well at the closed MSW landfill during the March 2023 sampling event.
Benzene was detected at quantifiable concentration above the NC 2L Standard in samples collected from
AMW-1 D and 1,4-dichlorobenzene was detected in samples collected from MW-7. Two (2) NC Appendix I listed
constituents, benzene and vinyl chloride, were also detected in samples collected from one or more downgradient
monitoring wells at estimated concentrations below the PQL but above the NC 2L Standard during this event.
Benzene was detected in samples collected from MW-6 and vinyl chloride was detected in samples collected from
MW-7. The constituent, 1,4 dioxane, was detected at quantifiable concentrations above the NC 2L Standard in
the samples collected from MW-6, MW-7, and AMW-1 D during the March 2023 sampling event. The constituent,
1,4-dioxane, was analyzed per the May 29, 2018 memorandum from the NC Department of Environmental Quality
(DEQ) and is not currently part of the approved Water Quality Monitoring Plan (WQMP).
One (1) NC Appendix II listed semi -volatile organic compound (SVOC), heptachlor epoxide, was detected at an
estimated concentration above the NC 2L Standard in samples collected from monitoring well MW-7. This
detection denotes the first detection of heptachlor epoxide in samples collected from MW-7 and in samples
collected at this site. This detection will be verified during the next sampling event
As presented in Table 6, no NC Appendix I organic or inorganic constituents were detected at quantifiable
concentrations that exceeded applicable surface water standards in samples collected from the downgradient
monitoring wells during the March 2023 sampling event. Two (2) inorganic constituents, cadmium and cobalt,
were detected at estimated concentrations above applicable chronic surface water standards in samples collected
from BR-2 and BR-3. Additionally, the constituent, 1,4-dioxane, was detected at a quantifiable concentration
above the applicable surface water standard in the samples collected from BR-1, BR-2, BR-3, and SW-1, as it has
been historically.
4.2 North Carolina Groundwater Standard Comparison for the Closed
C&D Landfill
As presented in Table 8, no NC Appendix I inorganic constituents were reported at concentrations above the
PQLs and the NC 2L Standards in the samples collected from downgradient monitoring wells during the March
2023 sampling event. Cobalt was detected in samples collected from MW-11 and MW-13 at estimated
concentrations above the NC 2L Standard during the March 2023 sampling event. Per 15A NCAC 02L .0202
(b)(1), no further action is warranted at this time.
Three (3) indicator parameters, iron, manganese, and total dissolved solids (TDS), were detected at quantifiable
concentrations above the NC 2L Standard in samples collected from one or more downgradient monitoring wells
during the March 2023 sampling event. Iron was reported at a quantifiable concentration above the NC 2L
Standard in samples collected from downgradient monitoring wells MW-11 and MW-13. Manganese was reported
at a quantifiable concentration above the NC 2L Standard in samples collected from downgradient monitoring
wells MW 11, MW-12, and MW-13. The concentration of manganese in samples collected from monitoring well
MW-11 (7,660 ug/L) also exceeded the proposed site -specific groundwater protection standard of (7,254 ug/L).
TDS was reported at a quantifiable concentration above the NC 2L Standard in samples collected from the

July 28, 2023 GL2014715721.102
downgradient monitoring well MW-11 as it has been previously. The concentrations of these indicator parameters
are believed to be naturally occurring and are similar to historical results for C&D facility monitoring wells.
A desktop study of the prevalence of cobalt, iron, and manganese in soil and sediment in the general proximity of
the Henderson County MSW Landfill using the USGS National Geochemical Survey Database was presented in
the First Semi -Annual 2019 Water Quality and Corrective Action Monitoring Report dated July 15, 2019. The
study showed that iron and manganese occur naturally in stream sediment and is likely to occur in subsurface soil
at the Henderson County MSW Landfill at concentrations that would account for the concentrations of these
constituents observed in groundwater. Therefore, the aforementioned exceedances likely originate from natural
soils and rock.
As presented in Table 8, one (1) NC Appendix I listed organic constituent, vinyl chloride, was detected at a
quantifiable concentration above the NC 2L Standard in samples collected from downgradient monitoring well
MW-12 at the C&D landfill during the March 2023 sampling event. Vinyl chloride was also detected at an
estimated concertation above the NC 2L Standard in samples collected from the downgradient wells MW-13
during the March 2023 sampling event at the closed C&D landfill, as it has been historically. The organic
constituent, 1,4 dioxane, was detected at a quantifiable concentration above the NC 2L Standard in the samples
collected from MW-13, as it has been historically. As presented, 1,4-dioxane, was analyzed per the May 29, 2018
memorandum from the NC Department of Environmental Quality (DEQ) and is not currently part of the approved
monitoring plan.
4.3 Summary of Proposed Site -Specific Groundwater Protection
Standards
Statistically calculated site -specific GPSs were previously proposed for select inorganic constituents and C&D
indicator parameters. The following were the proposed GPSs for the MSW and C&D landfills:
■ Cobalt: 24.0 ug/L
And, for the C&D landfill:
■ Iron: 16,299 ug/L
■ Manganese: 7,254 ug/L
■ Sulfate: 516 mg/L
■ TDS: 1,242 mg/L
Per the email from NC DEQ dated January 13, 2023, approvals for site specific GPS have changed. Henderson
County is still awaiting guidance from the Solid Waste Section to determine the best path forward with regards to
site specific GPS for metals or other inorganic parameters.
Based on these results, the County will continue the implementation of groundwater corrective action at the MSW
landfill for the unconsolidated aquifer in accordance with the approved Corrective Action Plan. Also based on the
results, the County will continue monitoring the C&D landfill in accordance with the requirements of the
Assessment Monitoring Program as outlined in Title 15A NCAC 13B.0545.

July 28, 2023 GL2014715721.102
5.0 CORRECTIVE ACTION PERFORMANCE MONITORING
A Corrective Action Performance Monitoring Plan (CAPMP) was approved as part of the CAP by the NC DEQ on
July 13, 2015. Per the CAPMP, MNA background sampling began during the September 2015 semi-annual water
quality event and the sixteenth MNA background event was performed during the March 2023 semi-annual water
quality event. A request to modify the MNA parameter list was submitted to the NC DEQ on July 26, 2017 and
was approved on September 19, 2017. The modified MNA list consists of sampling alkalinity, carbon dioxide,
chloride, ethane, ethene, methane, hydrogen, ferrous iron, nitrate, and sulfate semi-annually. Additionally,
biological oxygen demand (BOD), chemical oxygen demand (COD), nitrite, sulfide, total organic carbon (TOC),
and volatile fatty acids (VFAs) are sampled semi-annually every three years and were during the September 2022
and March 2023 sampling events. A CAER for the MNA program was submitted to the NC DEQ on September 4,
2020. The 2020 CAER proposed that tetrachloroethene and trichloroethene be removed as COCs. The 2020
CAER was approved by the NC DEQ on September 9, 2020.
A CAER for the SAW pilot test was submitted to the NC DEQ on October 25, 2019. The CAER proposed that
methylene chloride be removed as a COC and that SAW injections cease unless VOCs are detected above the
NC 2L Standard in samples from groundwater monitoring wells screened in the partially weathered rock /
fractured bedrock aquifer. The CAER was approved by the NC DEQ on November 5, 2019.
5.1 Monitored Natural Attenuation
The MNA sampling results and evaluation are described below.
5.1.1 Monitored Natural Attenuation Sampling Results
During the March 2023 event, the samples from MW-5, MW-6, MW-7, MW-8, AMW-1 S, AMW-2S, and Old MW-2
were analyzed for the modified MNA parameter summarized above. A summary of the MNA parameters is
included as Table 10 and the certificates -of -analyses are included in Appendix B.
The sample from Old MW-2 was also analyzed for the revised COC list, which include benzene; 1,4-
dichlorobenzene; 1, 1 -dichloroethane; and vinyl chloride. These constituents were analyzed in the other wells as
part of the NC Appendix I list of constituents for the routine semi-annual water quality monitoring. A summary of
the COCs is included as Table 11 and the certificates -of -analyses are included in Appendix B.
As presented on Table 11, one (1) constituent, 1,4-dichlorobenzene was the only COCs detected at a quantifiable
concentration exceeding its NC 2L Standard in samples collected from monitoring well MW-7 during the March
2023 water quality monitoring event. Benzene and vinyl chloride were detected at estimated concentrations
below the PQL but above the NC 2L Standard in samples collected from MW-7. No other COCs were detected at
concentrations above the NC 2L Standards during the March 2023 sampling event.
5.1.2 Monitored Natural Attenuation Sampling Evaluation
Monitoring wells MW-6, MW-7, MW-8, and Old MW-2 were selected for a performance evaluation of MNA
processes to adhere to the NC DEQ guidance document titled MNA Excerpt from Examples of Approved
Groundwater Corrective Measures for Solid Waste Management Facilities. These wells have been selected
because they are located in the area identified for corrective action by MNA in the June 2015 CAP. The March
2023 analytical data for these wells were evaluated using the Environmental Protection Agency (EPA)'s Natural
Attenuation Screening Protocol (1999).
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July 28, 2023 GL2014715721.102
Based on the EPA's screening protocol, monitoring wells Old MW-2, MW-6, MW-7, and MW-8 received scores of
16, 21, 15, and 21, respectively indicating strong to adequate evidence for anaerobic biodegradation of
chlorinated solvents. The natural attenuation screening protocol forms are included in Appendix C.
Based on the results of the screening protocol, there is evidence that natural attenuation is occurring at the site;
therefore, modelling was performed on the March 2023 data to simulate remediation by natural attenuation using
a screening model called BIOCHLOR (EPA, 2000). Monitoring wells MW-6, MW-7, MW-8, and Old MW-2 were
used in the model. Modelling parameters for advection, dispersion, and the modelled area were the same as
previous models for the site, done as part of an MNA evaluation in the NES. A 63-year simulation period was
selected for the model, representing the time at which waste was first placed in the landfill (the original source).
The March 2023 results represent current conditions at the facility and therefore, the model was calibrated to the
current sample results by adjusting the biotransformation data within a prescribed range specified by literature
values within the BIOCHLOR program. Once the model was calibrated a forecasted model was created by
changing the simulation period to 100 years to assess the size of the contaminant plume in the future.
BIOCHLOR generates plots that compare concentrations of tetrachloroethene, trichloroethene, dichloroethane
(cis- and trans-), vinyl chloride, and ethene over time with no degradation to concentrations where sequential 1st
order decay is occurring. The plots are provided in Appendix D. The centerline plots can be used to forecast the
contaminant plume size over time.
Because tetrachloroethene; trichloroethene; and ethene were not detected in samples from downgradient
monitoring wells MW-6, MW-7, MW-8, and Old MW-2 during the March 2023 monitoring event, the BIOCHLOR
model could not be calibrated; however, the absence of tetrachloroethene; trichloroethene; and ethene in these
downgradient samples could be considered evidence of biodegradation. The constituents, cis-1,2-dichloroethene
was detected at a quantifiable concentration, and vinyl chloride was detected at an estimated concentration in
samples collected from MW-7. The results from these plots indicate that natural attenuation is occurring at the
site and that as long as conditions at the site continue to be strongly anaerobic, biodegradation will likely continue.
According to the current data, it is likely that the plume size has stabilized, as indicated by the BIOCHLOR model.
5.2 Super Aerated Water Pilot Test Sampling Results
The most recent SAW pilot test injection occurred in March 2019. SAW injections have ceased unless NC
Appendix I VOCs are detected above the NC 2L Standards in samples collected from groundwater monitoring
wells screened in the partially weathered rock / fractured bedrock aquifer (AMW-1 D and AMW-2D).
As presented in Table 11, the COC, benzene, was detected at concentrations above the groundwater standard in
samples collected from AMW-1 D during the March 2023 sampling during the March 2023 event. Upon
completion of the data review, there were multiple quality concerns identified with regards to VOC sample
collected from AMW-1 D. WSP proposes to verify this detection of benzene during the next groundwater
monitoring event, tentatively scheduled for September 2023. Should concentrations of benzene be confirmed in
AMW-1 D, SAW injections will resume in this area. The certificates -of -analyses for each event are included in
Appendix B.
6.0 CONCLUSIONS AND RECOMMENDATIONS
Due to the presence of VOCs above applicable groundwater standards, Henderson County will continue to
monitor the uppermost aquifer beneath the MSW landfill in accordance with the requirements of the Assessment
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11

July 28, 2023 GL2014715721.102
Monitoring Program as outlined in Title 15A NCAC 13B.1634. MNA monitoring events have been performed as
outlined in the approved CAP. As presented, SAW pilot test injections are no longer required unless VOCs are
detected above the NC 2L Standards in samples collected from groundwater monitoring wells screened in the
partially weathered rock / fractured bedrock aquifer. As presented, benzene was detected at quantifiable
concentrations above the NC 2L Standards in samples collected from AMW-1 D; however, there were quality
concerns identified in the laboratory report with this sample. WSP proposes to verify this result during the next
sampling event, tentatively scheduled for September 2023.
As presented, one (1) NC Appendix I listed VOC, vinyl chloride, was detected at a quantifiable concentration
above the NC 2L Standard in samples collected from the C&D downgradient monitoring well, MW-12 during the
March 2023 sampling event. No NC Appendix I listed constituents were detected at concentrations above
applicable surface water standards during the March 2023 sampling event. The indicator parameters iron,
manganese, and TDS were detected at quantifiable concentrations exceeding the NC 2L Standards in one or
more downgradient monitoring wells during the March 2023 monitoring event. With the exception of manganese,
these constituents were all detected at concentrations below the previously proposed site -specific GPS. In
response to the detections of manganese at concentrations exceeding the proposed site -specific GPS, the
County plans to redevelop monitoring well MW-11 prior to the next sampling event. While the turbidity values of
samples collected from MW-11 are relatively low (5-10 NTUs) the values are elevated when compared to the
other downgradient monitoring wells (-1 NTU).
Based on the results summarized herein, the County will continue the implementation of groundwater corrective
action at the MSW landfill in accordance with the approved CAP. The County will also continue monitoring the
C&D landfill in accordance with the requirements of the Assessment Monitoring Program as outlined in Title 15A
NCAC 13B.0545. The next compliance monitoring event for this facility is tentatively scheduled for September
2023.
7.0 REFERENCES
Butler, J.R., and D.T. Secor, Jr., 1991. The Central Piedmont (Chapter 4) in J.W. Horton, Jr. and V.A. Zullo, eds.,
The Geology of the Carolinas (Carolina Geological Society Fiftieth Anniversary Volume): The University of
Tennessee Press, pp. 2, 4, 24, 36, 44-45.
Camp Dresser & McKee, December 2008. October 2008 Semi -Annual Sampling Report, Stoney Mountain Road
Sanitary Landfill.
Camp Dresser & McKee, June 3, 2008. Henderson County Closed Stoney Mountain Road Sanitary Landfill
Additional Groundwater Assessment.
Camp Dresser & McKee, May 9, 2008. April 2008 Semi -Annual Sampling Report, Stoney Mountain Road
Sanitary Landfill.
Camp Dresser & McKee, September 26, 2008. Henderson County Additional Groundwater Assessment
Proposed Workplan.
Golder Associates NC, Inc., September 17, 2009. Groundwater Assessment Work Plan; Closed Henderson
County Landfill, Permit No. 45-01; Henderson County, North Carolina.
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GL2014715721.102
Golder Associates NC, Inc., September 28, 2010. Alternate Source Demonstration: Anomalous Detections of
Volatile Organic Compounds; Henderson County Closed Construction and Demolition Landfill, Permit No. 45 01.
Golder Associates NC, Inc. 2012. Nature and Extent Study: Detections of Volatile Organic Compounds in
Groundwater. Henderson County Close Municipal Solid Waste Landfill, Permit Number 45-01. July.
Golder Associates NC, Inc. 2013. Assessment of Corrective Measures. Henderson County Closed Municipal
Solid Waste Landfill, Permit Number 45-01. April.
Golder Associates NC, Inc., 2015, Corrective Action Plan, Henderson County Closed Municipal Solid Waste
Landfill, Permit45-01, June.
Golder Associates NC, Inc., 2019, First Semi -Annual Water Quality and Corrective Action Monitoring Report,
Henderson County Closed Municipal Solid Waste Landfill, Permit 45-01, July.
Golder Associates NC, Inc., 2019, Corrective Action Evaluation Report, Henderson County Closed Municipal
Solid Waste Landfill, Permit 45-01, October.
Golder Associates NC, Inc., 2020, Corrective Action Evaluation Report, Henderson County Closed Municipal
Solid Waste Landfill, Permit 45-01, September.
North Carolina Geologic Survey, 1985. Geologic Map of North Carolina
North Carolina Geologic Survey, 2004. Modified from 1991 Generalized Geologic Map (digital representation)
United States Geologic Survey, 2019. National Geochemical Survey Database,
https://mrdata.usgs.gov/geochem/
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July 28, 2023
Signature Page
Sincerely,
WSP USA, Inc.
Nicola ada orre
Assistant Consultant, Geologist
NTT/BS D/bsd:
NC Corporate Geology License. No. C-557
Benjamin S. Draper, PG, PMP
Assistant Vice President, Geologist
GL2014715721.102
https://golderassociates.sharepoint.com/sites/164139/project files/5 technical work/task 01 -water quality monitoring/2023- 1st sa wqm event/200 deliverables/draftlgl20l4715721-001-001-r-
rev0-2nd_sa_wgmr_2022_draft-docx
wsI) 14

TABLES

July 2023
TABLE 1
GL2014715721-001
Summary of Historical Static Water Level Data
Henderson County Closed MSW and C&D Landfills, Permit No. 45-01
MSW Landfill Compliance Monitoring Wells
MSW Landfill Assessment Monitoring Wells
MSW Non -Compliance Wells
MW-5
MW-6
MW-7
MW-8
AMW-1S
AMWAD
AMW-2S
AMW-2D
MWA (Old)
MW-1
MW-2 (Old)
MW-2
IWA
TOC Elevation
2389.82
2204.24
2210.66
2235.87
2193.09
2190.77
2177.66
2177.58
2206.42
2205.76
2182.77
2182.07
2189.48
(ft AMSL)
Elevation
DTW
Elevation
DTW
Elevation
DTW
Elevation
DTW
Elevation
DTW
Elevation
DTW
Elevation
DTW
Elevation
DTW
Elevation
DTW
Elevation
DTW
Elevation
DTW
Elevation
DTW
Elevation
DTW
Date
(ft AMSL)
(ft)
(ft AMSL)
(ft)
(ft AMSL)
(ft)
(ft AMSL)
(ft)
(ft AMSL)
(ft)
(ft AMSL)
(ft)
(ft AMSL)
(ft)
(ft AMSL)
(ft)
(ft AMSL)
(ft)
(ft AMSL)
(ft)
(ft AMSL)
(ft)
(ft AMSL)
(ft)
(ft AMSL)
(ft)
10/04/06
2334.31
55.51
2191.02
13.22
2191.61
19.05
2209.54
26.33
2179.83
13.26
2176.67
14.10
--
--
--
--
--
--
--
--
--
--
--
--
--
--
03/21 /07
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
10/02/07
2331.55
58.27
2188.19
16.05
2189.95
20.71
2207.85
28.02
2176.63
16.46
2174.07
16.70
--
--
--
--
--
--
--
--
--
--
--
--
--
--
04/03/08
2326.17
63.65
2190.65
13.59
2190.63
20.03
2209.61
26.26
2180.41
12.68
2177.04
13.73
--
--
--
--
--
--
--
--
--
--
--
--
--
--
10/29/08
2322.17
67.65
2186.73
17.51
2188.87
21.79
2206.91
28.96
2175.87
17.22
2173.56
17.21
2168.25
9.41
2170.93
6.65
--
--
--
--
--
--
--
--
--
--
03/24/09
2319.25
70.57
2188.30
15.94
2189.28
21.38
2208.43
27.44
2178.99
14.10
2176.04
14.73
2169.29
8.37
2172.05
5.53
--
--
--
--
--
--
--
--
--
--
09/21-24/09
2326.37
63.45
2194.99
9.25
2190.56
20.10
2209.46
26.41
2180.79
12.30
2177.56
13.21
2170.17
7.49
2174.88
2.70
2200.47
5.95
2200.58
5.18
2174.92
7.85
2174.14
7.93
--
--
03/22-23/10
2342.62
47.20
<2185.22
>19.02
2193.88
16.78
2208.53
27.34
2182.71
10.38
2178.32
12.45
2170.28
7.38
2173.33
4.25
2200.91
5.51
2201.11
4.65
2175.02
7.75
2164.27
17.8
--
--
09/21-22/10
2338.34
51.48
2189.98
14.26
2191.49
19.17
2210.62
25.25
2177.74
15.35
2173.85
16.92
2171.40
6.26
2170.92
6.66
2199.72
6.70
2199.58
6.18
2163.77
19.00
2171.73
10.34
--
--
03/15-16/11
2333.36
56.46
2194.83
9.41
2191.45
19.21
2211.13
24.74
2181.44
11.65
2176.77
14.00
2169.72
7.94
2171.74
5.84
2200.61
5.81
2200.72
5.04
2174.81
7.96
2173.04
9.03
--
--
09/20-21/11
2331.91
57.91
2189.10
15.14
2190.61
20.05
2209.78
26.09
2177.42
15.67
2173.77
17.00
2168.40
9.26
2170.86
6.72
2199.74
6.68
2199.44
6.32
2173.97
8.8
2171.72
10.35
--
--
03/20-22/12
2330.51
59.31
2189.49
14.75
2191.15
19.51
2210.25
25.62
2178.99
14.10
2175.58
15.19
2169.04
8.62
2171.08
6.50
2200.24
6.18
2200.13
5.63
2174.36
8.41
2172.34
9.73
--
--
09/19-20/12
2328.67
61.15
2189.64
14.60
2190.07
20.59
2209.24
26.63
2177.89
15.20
2175.53
15.24
2169.33
8.33
2172.33
5.25
--
--
--
--
--
--
--
--
--
--
03/20/13
2330.45
59.37
2189.68
14.56
2190.54
20.12
2210.79
25.08
2179.83
13.26
2176.77
14.00
2169.69
7.97
2173.50
4.08
2200.44
5.98
2200.45
5.31
2174.59
8.18
2172.83
9.24
--
--
09/18/13
2342.55
47.27
2190.92
13.32
2191.97
18.69
2212.33
23.54
2179.38
13.71
2176.39
14.38
2168.98
8.68
2174.27
3.31
2198.04
8.38
2198.73
7.03
2174.20
8.57
2172.58
9.49
--
--
03/26/14
2339.89
49.93
2190.53
13.71
2191.50
19.16
2211.92
23.95
2180.00
13.09
2176.92
13.85
2169.51
8.15
2174.24
3.34
2200.43
5.99
2200.54
5.22
2174.54
8.23
2172.73
9.34
--
--
09/18/14
2336.72
53.10
2189.19
15.05
2190.44
20.22
2210.90
24.97
2178.02
15.07
2175.28
15.49
2168.67
8.99
2173.02
4.56
2200.33
6.09
2199.73
6.03
2174.10
8.67
2171.82
10.25
--
--
03/17/15
2332.78
57.04
2189.98
14.26
2190.34
20.32
2210.90
24.97
2179.80
13.29
2176.77
14.00
2169.61
8.05
2173.51
4.07
2200.96
5.46
2200.62
5.14
2174.61
8.16
2172.62
9.45
--
--
09/23/15
2328.66
61.16
2187.28
16.96
2188.93
21.73
2209.22
26.65
2175.97
17.12
2173.51
17.26
2167.94
9.72
2171.46
6.12
2198.30
8.12
2198.24
7.52
2173.77
9.00
2170.45
11.62
--
--
03/15/16
2342.54
47.28
2191.02
13.22
2192.41
18.25
2213.36
22.51
2180.40
12.69
2177.45
13.32
2169.78
7.88
2174.97
2.61
2200.41
6.01
2199.98
5.78
2174.75
8.02
2173.27
8.80
2180.06
9.42
09/21/16
2335.83
53.99
2187.40
16.84
2189.75
20.91
2210.08
25.79
2177.10
15.99
2174.46
16.31
2168.30
9.36
2172.46
5.12
2200.08
6.34
2198.89
6.87
2172.84
9.93
--
--
2176.86
12.62
03/22/17
2326.49
63.33
<2187.09
>17.15
2188.48
22.18
2208.65
27.22
2177.07
16.02
2174.75
16.02
2168.97
8.69
2171.56
6.02
2200.22
6.20
2199.15
6.61
2174.15
8.62
2171.10
10.97
2177.19
12.29
09/20/17
2329.64
60.18
<2186.84
>17.40
2189.65
21.01
2210.24
25.63
2178.54
14.55
2175.63
15.14
2169.10
8.56
2173.05
4.53
2200.71
5.71
2199.40
6.36
2174.00
8.77
2171.78
10.29
2178.19
11.29
03/21 /18
2336.18
53.64
2199.99
4.25
2190.89
19.77
2211.44
24.43
2179.69
13.40
2176.73
14.04
2169.65
8.01
2173.82
3.76
2201.21
5.21
2199.77
5.99
2174.32
8.45
2172.47
9.60
2179.40
10.08
09/24/18
2342.89
46.93
2189.73
14.51
2191.11
19.55
2212.25
23.62
2178.95
14.14
2176.03
14.74
2168.94
8.72
2173.73
3.85
2200.92
5.50
2199.52
6.24
2174.01
8.76
2172.05
10.02
2178.72
10.76
03/25/19
2349.70
40.12
2198.35
5.89
2193.91
16.75
2215.21
20.66
2181.26
11.83
2178.01
12.76
2170.40
7.26
2175.74
1.84
2201.90
4.52
2200.21
5.55
2174.42
8.35
2173.52
8.55
2180.90
8.58
09/18/19
2341.54
48.28
2190.00
14.24
2191.30
19.36
2211.82
24.05
2178.09
15.00
2175.29
15.48
2168.52
9.14
2173.37
4.21
2200.61
5.81
2199.24
6.52
2173.87
8.90
2171.69
10.38
2178.02
11.46
03/16/20
2341.51
48.31
2191.53
12.71
2192.66
18.00
2213.45
22.42
2180.46
12.63
2177.37
13.40
2169.71
7.95
2174.86
2.72
2201.46
4.96
2200.14
5.62
2174.35
8.42
2172.97
9.10
2180.19
9.29
09/23/20
2340.43
49.39
2200.02
4.22
2191.51
19.15
2212.13
23.74
2179.95
13.14
2176.85
13.92
2169.45
8.21
2174.25
3.33
2201.19
5.23
2199.62
6.14
2174.31
8.46
2172.52
9.55
2179.66
9.82
03/15/21
2341.50
48.32
2191.34
12.90
2192.35
18.31
2212.55
23.32
2180.39
12.70
2177.35
13.42
2169.67
7.99
2174.71
2.87
2201.32
5.10
2199.84
5.92
2174.38
8.39
2172.83
9.24
2180.69
8.79
09/20/21
2338.19
51.63
2189.24
15.00
2190.44
20.22
2210.87
25.00
2177.81
15.28
2175.09
15.68
2168.56
9.10
2172.64
4.94
2200.34
6.08
2199.07
6.69
2174.01
8.76
2171.49
10.58
--
--
03/14/22
2331.63
58.19
2190.95
13.29
2190.00
20.66
2210.35
25.52
2179.70
13.39
2176.64
14.13
2169.69
7.97
2173.20
4.38
2200.91
5.51
2199.53
6.23
2174.47
8.30
2172.43
9.64
2179.33
10.15
9/19-9/20
2331.58
58.24
2189.09
15.15
2189.87
20.79
2210.64
25.23
2178.88
14.21
2175.94
14.83
2169.02
8.64
2173.23
4.35
2200.71
5.71
2199.25
6.51
2174.26
8.51
2172.26
9.81
2178.86
10.62
3/20-3/21
2332.75
57.07
2189.12
15.12
2190.71
19.95
2211.07
24.80
2179.58
13.51
2176.58
14.19
2169.41
8.25
2173.56
4.02
2200.95
5.47
2199.58
6.18
2174.34
8.43
2172.33
9.74
2179.31
10.17
MEAN
2334.51
55.31
2190.94
13.30
2190.86
19.80
2210.65
25.22
2179.08
14.01
2176.02
14.75
2169.32
8.35
2173.11
4.47
2200.49
5.93
2199.74
6.02
2173.89
8.88
2172.04
10.03
2179.08
10.38
MAXIMUM
2349.70
70.57
2200.02
17.51
2193.91
22.18
2215.21
28.96
2182.71
17.22
2178.32
17.26
2171.40
9.72
2175.74
6.72
2201.90
8.38
2201.11
7.52
2175.02
19.00
2174.14
17.80
2180.90
12.62
MINIMUM
2319.25
40.12
2186.73
4.22
2188.48
16.75
2206.91
20.66
2175.87
10.38
2173.51
12.45
2167.94
6.26
2170.86
1.84
2198.04
4.52
2198.24
4.65
2163.77
7.75
2164.27
7.93
2176.86
8.58
TVA Landfill Monitoring
C&D Landfill Compliance Monitoring Wells
Well
MW-10
MW-11
MW-12
MW-13
MW-9
TOC Elevation
2404.55
2307.72
2300.09
2296.33
2259.59
ft AMSL
Elevation
DTW
Elevation
DTW
Elevation
DTW
Elevation
DTW
Elevation
DTW
Date
ft AMSL
ft
ft AMSL
ft
ft AMSL
ft
ft AMSL
ft
ft AMSL
ft
10/04/06
--
--
--
--
--
--
--
--
2244.64
15.37
03/21 /07
2371.42
33.13
2266.46
30.55
2250.25
49.84
2252.90
47.34
--
--
10/02/07
--
--
--
--
--
--
--
--
2244.08
15.93
04/03/08
--
--
--
--
--
--
--
--
2244.03
15.98
10/29/08
2364.42
40.13
2258.56
38.45
2246.56
53.53
2245.91
54.33
2242.52
17.49
03/24/09
2363.04
41.51
2256.50
40.51
2244.43
55.66
2244.51
55.73
2242.21
17.80
09/21-24/09
2367.33
37.22
2258.97
38.04
2245.20
54.89
2245.56
54.68
2243.29
16.72
03/22-23/10
2376.31
28.24
2258.18
38.83
2250.60
49.49
2253.17
47.07
2236.04
23.97
09/21-22/10
2369.83
34.72
2267.16
29.85
2250.78
49.31
2253.84
46.4
2245.16
14.85
03/15-16/11
2367.12
37.43
2263.36
33.65
2248.90
51.19
2251.00
49.24
2245.10
14.91
09/20-21/11
2368.37
36.18
2260.95
46.77
2249.18
50.91
2250.57
45.76
2244.95
14.64
03/20-22/12
2367.47
37.08
2260.61
47.11
2248.24
51.85
2249.98
46.35
2244.54
15.05
09/19-20/12
2367.05
37.50
2260.07
47.65
2247.39
52.70
2249.08
47.25
--
--
03/20/13
2367.57
36.98
2259.14
48.58
2247.66
52.43
2249.30
47.03
2244.43
15.16
09/18/13
2375.12
29.43
2265.42
42.30
2252.34
47.75
2255.88
40.45
2249.63
9.96
03/26/14
2372.14
32.41
2266.61
41.11
2253.04
47.05
2255.79
40.54
2247.08
12.51
09/18/14
2369.87
34.68
2265.38
42.34
2251.59
48.50
2254.33
42.00
--
--
03/17/15
2367.64
36.91
2262.72
45.00
2249.97
50.12
2251.60
44.73
2245.25
14.34
09/23/15
2366.71
37.84
2259.50
48.22
2248.16
51.93
2249.76
46.57
2243.30
16.29
03/15/16
2374.71
29.84
2263.81
43.91
2253.18
46.91
2255.44
40.89
2247.00
12.59
09/21/16
2369.18
35.37
2263.94
43.78
2251.74
48.35
2253.68
42.65
2245.61
13.98
03/22/17
<2366.76
>37.79
2258.35
49.37
2247.61
52.48
2248.70
47.63
2243.07
16.52
09/20/17
2366.74
37.81
2257.41
50.31
2247.42
52.67
2249.08
47.25
2242.77
16.82
03/21/18
2368.44
36.11
2261.40
46.32
2249.49
50.60
2250.84
45.49
2244.53
15.06
09/25/18
2373.46
31.09
2265.79
41.93
2253.50
46.59
2256.04
40.29
2246.54
13.05
03/25/19
2379.31
25.24
2270.94
36.78
2259.00
41.09
2261.36
34.97
2250.01
9.58
09/18/19
2371.95
32.60
2273.88
33.84
2256.36
43.73
2257.79
38.54
2248.34
11.25
03/16/20
2371.81
32.74
2263.83
43.89
2254.30
45.79
2255.49
40.84
2247.29
12.30
09/23/20
2366.61
37.94
2263.72
44.00
2253.38
46.71
2254.92
41.41
2246.59
13.00
03/15/21
2373.02
31.53
2264.26
43.46
2254.24
45.85
2256.04
40.29
2247.14
12.45
09/21 /21
2366.60
37.95
2263.46
44.26
2252.74
47.35
2254.03
42.30
2245.74
13.85
03/14/22
2366.61
37.94
2258.69
49.03
2249.26
50.83
2249.92
46.41
2244.03
15.56
9/19-9/20
2366.74
37.81
2257.20
50.52
2249.55
50.54
2248.97
47.36
2242.72
16.87
3/20-3/21
<2366.76
>37.94
2258.31
49.41
2248.86
51.23
2249.21
47.12
2243.61
15.98
MEAN
2369.54
35.01
2262.41
42.90
2250.48
49.61
2252.09
45.13
2244.88
14.83
MAXIMUM
2379.31
41.51
2273.88
50.52
2259.00
55.66
2261.36
55.73
2250.01
23.97
MINIMUM
2363.04
25.24
2256.50
29.85
2244.43
41.09
2244.51
34.97
2236.04
9.58
Notes: DTW = depth to water
ft = feet
ft AMSL = feet above mean sea level.
TOC = top of casing
-- = no data available
Historical data prior to March 2009 provided by Henderson County and CDM.
The stick-ups on monitoring wells MW-9, MW-11, and MW-13 were modified prior to the September 2011 event and the TOC elevations for those wells were resurveyed.
1 of 1

July 2023
TABLE 2
Summary of Estimated Horizontal Flow Velocities
Henderson County Closed MSW and C&D Landfills, Permit No. 45-01
GL2014715721
March 2023
Gradient Calculation
Gradient Segment
Gradient Segment
Horizontal Gradient
Effective
Hydraulic
Velocity
Segment
Flow Direction
Length
Elevations
(i, feet)
Porosity
Conductivity
(VgW, feet/year)
(feet)
(feet)
(ne)
(K, cm/sec)
i
SW
1691
-------- -2320--------
2180
0.0828
0.15
1.26E-04
72.11
i2
SSW
1937
_________2340
2200
0.0723
0.15
1.26E-04
62.95
i3
WSW
336
--------_2360
2260
0.2976
0.15
1.26E-04
259.27
Notes: Horizontal velocities based on the modified Darcy equation VgW = Ki/ne.
Value for K is collected from the average of measured hydraulic conductivities from the December 2008 CDM Report.
Value for ne is an estimated effective porosity used in previous CDM reports.
1 of 1

July 2023
TABLE 3
Summary of Well Construction Information
Henderson County Closed MSW and C&D Landfills, Permit No. 45-01
GL2014715721
Well
Identification
Construction
Date
Coordinates
Ground Surface
Elevation
(ft AMSL)
TOC Elevation
(ft AMSL)
Well Depth
(ft)
Well Diameter
(in)
Screened Interval
(ft BGS)
Screened Interval
(ft AMSL)
Geology of Screened Interval
Well Status
Northing
Easting
MW-5
10/21/1994
603077.23
958574.87
2386.79
2389.82
73.03
2
48.03 - 73.03
2341.79 - 2316.79
Saprolite
MSW Compliance Background Well
MW-6
10/20/1994
602152.02
956919.71
2202.39
2205.39
23.00
2
8.00 - 23.00
2197.39 - 2182.39
Saprolite
MSW Compliance Well
MW-7
10/17/1994
601949.28
957146.97
2207.77
2210.66
27.89
2
12.89 - 27.89
2197.77 - 2182.77
Saprolite
MSW Compliance Well
MW-8
10/18/1994
601765.86
957772.78
2232.97
2235.87
34.90
2
19.90 - 34.90
2215.97 - 2200.97
Saprolite
MSW Compliance Well
MW-9
10/18/1994
601664.26
958474.38
2256.95
2260.01
28.06
2
13.06 - 28.06
2246.95 - 2231.95
Saprolite
TVA Monitoring Well
AMW-1 S
10/15/2001
602112.51
956718.62
2190.20
2193.09
31.72
2
15 - 30
2175.20 - 2160.20
Saprolite
MSW Assessment Well
AMW-1 D
10/15/2001
602096.10
956704.70
2188.37
2190.77
62.65
2
50 - 60
2138.37 - 2128.37
PWR / Upper Fractured Rock
MSW Assessment Well
AMW-2S
4/2/2008
602098.59
956540.99
2168.25
2177.66
22.00
2
7.00 - 22.00
2161.25 - 2146.25
Saprolite
MSW Assessment Well
AMW-2D
4/2/2008
602116.88
956553.69
2170.93
2177.58
80.00
2
70.00 - 80.00
2100.93 - 2090.93
Fractured Rock
MSW Assessment Well
MW-10
NA
601790.07
959077.23
2402.63
2404.55
45.0
2
35 - 45
2367.63 - 2357.63
Saprolite / PWR
C&D Compliance Background Well
MW-11
NA
601946.06
958655.82
NA
2297.01
48.17
2
NA - 48.17
NA
NA
C&D Compliance Well
MW-12
NA
601683.36
958608.18
2297.97
2300.09
60.0
2
50 - 60
2244.97 - 2234.97
Saprolite / PWR
C&D Compliance Well
MW-13
NA
601511.47
958653.36
NA
2300.24
92.0
2
77 - 92
2221.16 - 2206.16
Bedrock
C&D Compliance Well
MW-1 (OLD)
NA
601264.43
957865.19
NA
2206.40
20.7 BTOC
2
NA
NA
Saprolite
Non -Compliance Well
MW-1
NA
601286.04
957837.08
NA
2206.80
70.2 BTOC
2
NA
NA
PWR
Non -Compliance Well
MW-2 (OLD)
NA
601446.34
957142.17
NA
2182.10
20.6 BTOC
2
NA
NA
Saprolite / PWR
Corrective Action Well
MW-2
NA
601438.21
957125.15
NA
2182.80
67.6 BTOC
2
NA
NA
PWR / Upper Fractured Rock
Corrective Action Well
IW-1
1 3/9/2016
1 602096.76
956729.44
1 2189.96
1 2189.48
1 65.0
1 2
1 45 - 65
1 2144.96 - 2124.96
Bedrock
I MSW Injection Well
Notes: ft = feet
in = inches
AMSL = above mean sea level
BGS = below ground surface
BTOC = below top of casing
Well construction information provided by Henderson County & CDM
NA = Data is not available or not applicable
PWR = Partially Weathered Rock
Northings and eastings were taken from Drawing 1 and should be considered approximate.
1 of 1

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance Wells
Assessment Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6
MW-7
MW-8
AMW-1S
AMW-1D
AMW-2S
AMW-2D
MW-9
Antimony
ug/L
12/05/94
--
--
6
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 1 ug/L
ug/L
02/14/95
--
--
6
ND
ND
ND
ND
--
--
--
--
ND
--
EPA MCL = 6 ug/L
ug/L
04/03/95
--
--
6
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
6
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
6
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
6
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
6
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
6
ND
ND
3
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
6
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
6
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
6
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
6
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
6
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
6
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
6
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
6
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
6
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
6
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
6
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
6
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
6
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
6
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
6
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
6
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
6
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
6
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
6
ND
ND
ND
ND
ND
ND
--
--
0.91 J
ND
ug/L
10/02/07
--
--
6
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
04/03/08
--
--
6
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/08
--
--
6
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/24/09
0.68
2.00
6
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
0.073
2.00
6
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/22/10
0.22
2.00
6
ND
Dry
ND
0.441 J
ND
ND
ND
ND
--
ND
ug/L
09/23/10
0.22
2.00
6
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
0.22
2.00
6
0.226 J
ND
0.286
J
ND
0.460
J
0.382
J
ND
0.365 J
--
ND
ug/L
09/21/11
0.22
2.00
6
ND
0.478
J
0.408
J
0.287 J
ND
ND
ND
ND
--
ND
ug/L
03/21/12
0.22
2.00
6
0.320 J
ND
ND
0.906 J
ND
0.236
J
ND
ND
ND
ND
ug/L
09/20/12
0.22
2.00
6
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/20/13
0.22
2.00
6
ND
ND
ND
0.621 J
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
0.22
2.00
6
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/27/14
0.22
2.00
6
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
0.22
2.00
6
0.319 J
0.275
J
0.874
J
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
0.22
2.00
6
ND
ND
ND
0.661 J
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
0.22
2.00
6
ND
ND
2.64
J
ND
ND
ND
ND
ND
--
0.331
J
ug/L
03/17/16
0.22
2.00
6
0.861 J
0.517
J
ND
ND
ND
0.333
J
ND
ND
ND
ND
ug/L
09/21/16
0.22
2.00
6
ND
ND
0.308
J
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
0.22
2.00
6
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/17
0.37
2.00
6
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
1.85
5.00
6
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
1.85
5.00
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
0.74
2.00
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
0.74
2.00
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
0.74
2.00
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
0.74
2.00
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.74
2.00
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
0.74
2.00
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
0.74
2.00
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
0.74
2.00
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
0.34
5.00
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Arsenic
ug/L
12/05/94
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 10 ug/L
ug/L
02/14/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
EPA MCL = 10 ug/L
ug/L
04/03/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
10.1
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
11.1
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
14.7
ND
21.3
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
ND
0.84
J
0.94
J
0.46 J
1.13
J
ND
--
--
ND
ND
ug/L
10/02/07
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
04/03/08
--
--
--
2.07 J
2.45
J
3.04
J
5.07 J
ND
ND
3.64
J
10.5
ND
ND
ug/L
10/29/08
--
--
--
ND
13.9
7.18
J
ND
ND
5.98
J
5.38
J
2.96 J
ND
ND
ug/L
03/24/09
2.8
10.0
--
ND
ND
ND
3.1 J
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
2.8
10.0
--
ND
5.40
B
7.18
B
ND
ND
ND
ND
ND
--
2.90
J
ug/L
03/22/10
2.8
10.0
--
ND
Dry
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/23/10
2.8
10.0
--
ND
5.27
J
ND
4.58 J
ND
ND
ND
ND
--
ND
ug/L
03/16/11
2.8
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/21/11
2.8
10.0
--
ND
ND
5.48
J
6.93 J
ND
ND
4.29
J
3.03 J
--
ND
ug/L
03/21/12
2.8
10.0
--
3.80 J
ND
ND
ND
ND
ND
ND
4.00 J
ND
ND
ug/L
09/20/12
2.8
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
3.27
J
ug/L
03/20/13
2.8
10.0
--
ND
ND
ND
ND
ND
ND
ND
3.04 J
ND
ND
ug/L
09/18/13
5.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/27/14
5.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
5.4
10.0
--
ND
ND
ND
ND
5.51
J
ND
ND
ND
--
ND
ug/L
03/18/15
5.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
5.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/17/16
5.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
6.8
10.0
--
ND
14.1
ND
8.11 J
ND
ND
ND
ND
--
ND
ug/L
03/21/17
6.8
10.0
--
ND
8.43
B
10.6
B
11.7 B
ND
ND
14.4
B
ND
ND
9.82
J
ug/L
09/20/17
6.8
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
6.8
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
7.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
7.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
7.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
7.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
7.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
7.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
7.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
7.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
7.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
6.4
20.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Barium
ug/L
12/05/94
--
--
--
134
237
378
528
--
--
--
--
207
--
NC 2L = 700 ug/L
ug/L
02/14/95
--
--
--
ND
416
439
601
--
--
--
--
205
--
EPA MCL = 2000 ug/L
ug/L
04/03/95
--
--
--
174
493
350
786
--
--
--
--
197
--
ug/L
10/30/95
--
--
--
348
539
230
835
--
--
--
--
358
--
ug/L
04/08/96
--
--
--
199
332
264
790
--
--
--
--
140
--
ug/L
10/24/96
--
--
--
300
--
338
925
--
--
--
--
285
--
ug/L
04/15/97
--
--
--
180
--
300
810
--
--
--
--
360
--
ug/L
10/29/97
--
--
--
200
700
500
700
--
--
--
--
100
--
ug/L
05/14/98
--
--
--
ND
ND
ND
628
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
552
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
258
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
604
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
178
116
298
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
642
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
522
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
720
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
829
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
530
ND
866
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
ND
ND
982
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
687
ND
822
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
562
ND
920
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
47.5 J
136
294
992
306
27.2
J
--
--
49.9 J
ND
ug/L
10/02/07
--
--
--
135
904
198
695
563
37.4
B
--
--
54.3 B
16.1
J
ug/L
04/03/08
--
--
--
87.8 J
86.8
J
144
714
476
20.3
B
44.3
B
39.4 B
65.9 J
10.1
J
ug/L
10/29/08
--
--
--
69.9 J
795
227
429
930
28.2
24.9
J
19.4 J
62.1 J
ND
ug/L
03/24/09
4.2
10.0
--
26.2 J
54.5
J
203
517
221
19.0
J
15.4
J
ND
56.7 J
ND
ug/L
09/22/09
1.0
10.0
--
31.5 J
48.9
J
259
916
323
11.7
J
19.1
J
5.46 J
--
ND
ug/L
03/22/10
1.0
10.0
--
28.2 J
Dry
268
693
79.9
J
23.1
J
9.57
J
4.16 B
--
1.54
J
ug/L
09/23/10
1.0
10.0
--
34.3 J
335
302
1130
86.5
J
13.1
J
7.69
J
1.79 J
--
ND
ug/L
03/16/11
1.0
10.0
--
71.3 J
39.4
J
417
414
216
8.14
J
85.4
J
2.71 J
--
ND
ug/L
09/21/11
1.0
10.0
--
40.2 J
482
453
1370
214
12.2
J
14.0
J
2.07 J
--
ND
ug/L
03/21/12
1.0
10.0
--
60.8 J
315
481
1070
412
14.5
J
7.28
J
1.64 J
180
ND
ug/L
09/20/12
1.0
10.0
--
28.9 J
58.9
J
464
454
390
12.2
J
12.9
J
2.15 J
--
ND
ug/L
03/20/13
1.0
10.0
--
51.9 J
33.4
J
518
957
342
10.4
J
8.94
J
1.74 B
192
1.34
J
ug/L
09/18/13
1.0
10.0
--
57.7 J
218
590
787
400
11.3
J
26.6
J
2.75 B
--
1.08
J
ug/L
03/27/14
1.0
10.0
--
42.5 J
43.3
J
514
988
239
21.5
J
10.4
J
2.58 J
217
ND
ug/L
09/18/14
1.0
10.0
--
31.2 J
482
453
1050
306
16.5
J
5.60
B
2.15 B
--
1.96
J
ug/L
03/18/15
1.0
10.0
--
42.3 J
27.4
J
535
710
538
11.0
J
11.7
J
2.26 J
226
ND
ug/L
09/23/15
1.0
10.0
--
27.0 J
692
521
741
686
17.5
B
7.64
B
3.32 B
--
4.08
J
ug/L
03/17/16
1.0
10.0
--
50.7 J
131
618
530
388
8.55
J
7.16
J
2.96 J
118
ND
ug/L
09/21/16
1.0
10.0
--
39.9 J
838
628
699
338
8.38
J
8.46
J
3.92 J
--
ND
ug/L
03/21/17
1.0
10.0
--
16.6 J
576
554
581
412
7.31
J
8.01
J
2.87 J
105
ND
ug/L
09/20/17
1.0
10.0
--
25.1 J
122
562
569
324
7.76
J
6.36
J
3.07 J
--
ND
ug/L
03/21/18
1.0
10.0
--
51.5 J
54.5
J
566
575
491
8.61
J
7.04
J
3.23 J
122
ND
ug/L
09/23/18
1.1
10.0
--
36.0
159
518
543
338
15.3
5.36
J
2.60 J
--
ND
ug/L
03/26/19
1.1
10.0
--
41.2
36
617
728
384
39.2
4.10
J
2.66 J
123
ND
(dissolved)
ug/L
03/26/19
1.1
10.0
--
--
--
--
654
--
--
--
--
--
ND
ug/L
09/18/19
1.1
10.0
--
27.9
563
558
669
284
17.2
B
4.03
B
2.87 B
--
3.97
J
ug/L
03/16/20
1.1
10.0
--
21.1
92.6
559
634
464
20.9
3.31
J
2.46 J
140
ND
ug/L
09/23/20
1.1
10.0
--
29.9
73.5
639
551
300
22.7
3.68
J
3.44 J
--
ND
ug/L
03/15/21
1.1
10.0
--
24.2
61.0
653
662
229
25.7
3.59
J
4.16 J
124
ND
ug/L
09/20/21
1.1
10.0
--
27.4
330
605
604
180
16.6
3.67
J
4.36 J
--
ND
ug/L
03/14/22
1.1
10.0
--
23.5
71.1
595
814
390
9.81
J
4.60
J
3.74 J
149
ND
ug/L
09/19/22
1.1
10.0
--
19.6
93.4
659
628
260
38.9
4.87
J
3.29 J
--
ND
u /L
03/20/23
4.4
10.0
--
23.3
185
575
581
228
14.2
ND
ND
86.8
ND
1 of 13

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance Wells
Assessment Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6
MW-7
MW-8
AMW-1S
AMW-1D
AMW-2S
AMW-2D
MW-9
Beryllium
ug/L
12/05/94
--
--
--
ND
ND
3
7
--
--
--
--
ND
--
NC 2L = 4 ug/L
ug/L
02/14/95
--
--
--
ND
ND
4
5
--
--
--
--
ND
--
EPA MCL = 4 ug/L
ug/L
04/03/95
--
--
--
ND
2
3
9
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
ND
ND
ND
5
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
ND
ND
4
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
4
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
8
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
3
3
14
--
--
--
--
1
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
2.4
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
4.2
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
ND
ND
ND
1.06 J
5.1
J
ND
--
--
ND
ND
ug/L
10/02/07
--
--
--
ND
ND
ND
ND
ND
ND
--
--
22.8 B
6.01
ug/L
04/03/08
--
--
--
1.07
2.8
6.28
ND
5.41
3.2
ND
2.33
1.54
ND
ug/L
10/29/08
--
--
--
4.60
5.96
2.23
10.2
10.7
5.45
10.7
2.23
11.2
ND
ug/L
03/24/09
0.08
1.00
--
0.35 J
0.20
J
0.82
J
3.02
1.30
ND
0.18
J
ND
0.35 J
ND
ug/L
09/22/09
0.10
1.00
--
0.438 J
0.299
J
0.771
J
1.26
0.438
J
ND
0.470
J
ND
--
ND
ug/L
03/22/10
0.10
1.00
--
ND
Dry
0.635
J
ND
0.631
J
ND
ND
0.247 J
--
ND
ug/L
09/23/10
0.10
1.00
--
0.198 J
ND
0.570
J
ND
0.492
J
ND
ND
ND
--
ND
ug/L
03/16/11
0.10
1.00
--
0.208 J
ND
0.422
J
ND
1.06
ND
1.80
ND
--
ND
ug/L
09/21/11
0.10
1.00
--
ND
0.183
J
0.707
J
1.13
1.37
ND
0.138
J
ND
--
ND
ug/L
03/21/12
0.10
1.00
--
0.222 J
ND
0.260
J
0.189 J
1.96
ND
ND
ND
1.37
ND
ug/L
09/20/12
0.10
1.00
--
ND
ND
0.298
J
0.443 J
1.68
ND
ND
ND
--
ND
ug/L
03/20/13
0.10
1.00
--
ND
ND
0.258
J
0.327 J
0.420
J
ND
ND
ND
1.68
ND
ug/L
09/18/13
0.10
1.00
--
ND
ND
0.105
J
ND
0.484
J
ND
0.331
J
ND
--
ND
ug/L
03/27/14
0.10
1.00
--
ND
ND
0.199
J
ND
0.556
J
ND
ND
ND
2.19
ND
ug/L
09/18/14
0.10
1.00
--
0.106 J
ND
0.295
J
ND
1.07
ND
ND
ND
--
ND
ug/L
03/18/15
0.10
1.00
--
0.125 J
ND
0.514
J
0.344 J
0.992
J
ND
ND
ND
1.54
ND
ug/L
09/23/15
0.10
1.00
--
ND
ND
0.352
J
0.114 J
0.611
J
ND
ND
ND
--
ND
ug/L
03/17/16
0.10
1.00
--
0.134 J
ND
0.130
J
ND
1.04
ND
ND
ND
1.75
ND
ug/L
09/21/16
0.10
1.00
--
0.146 J
ND
0.277
J
ND
1.08
ND
ND
ND
--
ND
ug/L
03/21/17
0.10
1.00
--
ND
ND
0.356
J
0.199 J
0.810
J
ND
ND
ND
1.06
ND
ug/L
09/20/17
0.10
1.00
--
ND
ND
ND
ND
0.988
J
ND
ND
ND
--
ND
ug/L
03/21/18
0.10
1.00
--
ND
ND
0.273
J
ND
1.61
ND
ND
ND
2.66
ND
ug/L
09/23/18
0.16
1.00
--
0.262 J
ND
0.293
J
ND
1.32
ND
ND
ND
--
ND
ug/L
03/26/19
0.16
1.00
--
0.178 J
ND
0.262
J
0.279 J
1.96
ND
ND
ND
2.02
ND
ug/L
09/18/19
0.16
1.00
--
ND
ND
ND
ND
1.66
ND
ND
ND
--
ND
ug/L
03/16/20
0.16
1.00
--
ND
ND
0.245
J
ND
1.79
ND
ND
ND
1.91
ND
ug/L
09/23/20
0.16
1.00
--
ND
ND
0.284
J
ND
1.17
ND
ND
ND
--
ND
ug/L
03/15/21
0.16
1.00
--
ND
ND
ND
ND
0.845
J
ND
ND
ND
1.63
ND
ug/L
09/20/21
0.16
1.00
--
ND
ND
0.350
J
ND
0.961
J
ND
ND
ND
--
ND
ug/L
03/14/22
0.16
1.00
--
ND
ND
0.273
J
ND
1.02
ND
ND
ND
2.39
ND
ug/L
09/19/22
0.16
1.00
--
ND
ND
0.320
J
ND
0.948
J
ND
ND
ND
--
ND
u /L
03/20/23
0.30
4.00
--
ND
0.910
B
1.19
B
ND
0.570
B
0.570
B
0.550
B
0.510 B
1.89 B
0.9400
1
Cadmium
ug/L
12/05/94
--
--
--
ND
ND
22
ND
--
--
--
--
ND
--
NC 2L = 2 ug/L
ug/L
02/14/95
--
--
--
ND
ND
3
ND
--
--
--
--
ND
--
EPA MCL = 5 ug/L
ug/L
04/03/95
--
--
--
ND
ND
1
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
9
ND
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
5.6
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
1.2
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
2.3
1.7
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
15
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
3.2
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
2
--
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
2
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
2
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
1.35
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
3.34
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
11.6
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
1.31
1.28
1.08
1
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
1.9
1.02
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
ND
1.39
ND
2.57
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
1.73
J
1.27
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
1.57 J
0.65
J
2.35
J
2.08 J
2.5
J
1.38
J
--
--
1.4 J
ND
ug/L
10/02/07
--
--
--
ND
ND
1.63
0.4 J
ND
ND
--
--
ND
ND
ug/L
04/03/08
--
--
--
ND
0.2
J
0.9
J
0.47 J
0.29
J
ND
ND
ND
ND
ND
ug/L
10/29/08
--
--
--
ND
3.09
0.43
J
0.2 J
ND
ND
ND
ND
ND
ND
ug/L
03/24/09
0.09
1.00
--
ND
0.22
J
0.18
J
1.06
0.61
J
ND
ND
ND
ND
ND
ug/L
09/22/09
0.36
1.00
--
0.667 J
ND
0.659
J
0.627 J
ND
ND
1.24
ND
--
ND
ug/L
03/22/10
0.36
1.00
--
ND
Dry
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/23/10
0.36
1.00
--
ND
ND
0.493
J
0.618 J
0.416
J
ND
ND
ND
--
ND
ug/L
03/16/11
0.36
1.00
--
ND
0.517
J
ND
ND
1.07
ND
ND
ND
--
ND
ug/L
09/21/11
0.36
1.00
--
ND
ND
0.666
J
0.441 J
0.841
J
ND
ND
ND
--
ND
ug/L
03/21/12
0.36
1.00
--
ND
ND
0.673
J
ND
2.13
ND
ND
ND
ND
ND
ug/L
09/20/12
0.36
1.00
--
ND
ND
0.655
J
ND
2.87
ND
ND
ND
--
ND
ug/L
03/20/13
0.36
1.00
--
ND
ND
3.30
ND
1.20
ND
ND
ND
ND
ND
ug/L
09/18/13
0.36
1.00
--
ND
ND
0.785
J
ND
0.669
J
ND
ND
ND
--
ND
ug/L
03/27/14
0.36
1.00
--
ND
ND
0.455
J
ND
1.24
ND
ND
ND
0.453 J
ND
ug/L
09/18/14
0.36
1.00
--
ND
ND
0.858
J
ND
2.41
ND
ND
ND
--
ND
ug/L
03/18/15
0.36
1.00
--
ND
ND
2.18
ND
1.63
ND
ND
ND
ND
ND
ug/L
09/23/15
0.36
1.00
--
ND
ND
0.627
J
ND
1.05
ND
ND
ND
--
ND
ug/L
03/17/16
0.36
1.00
--
ND
ND
0.456
J
ND
2.00
ND
ND
ND
ND
ND
ug/L
09/21/16
0.36
1.00
--
ND
ND
0.360
J
ND
1.67
ND
ND
ND
--
ND
ug/L
03/21/17
0.36
1.00
--
ND
ND
1.27
B
ND
2.28
B
ND
ND
ND
ND
0.591
J
ug/L
09/20/17
0.36
1.00
--
ND
ND
0.572
J
ND
1.76
ND
ND
ND
--
ND
ug/L
03/21/18
0.36
1.00
--
ND
ND
0.618
J
ND
3.00
ND
ND
ND
0.360 J
ND
(verificaton event)
ug/L
06/15/18
0.36
1.00
--
--
--
--
--
3.44
--
--
--
--
ND
(dissolved)
ug/L
06/15/18
0.36
1.00
--
--
--
--
--
3.14
--
--
--
--
ND
ug/L
09/23/18
0.36
1.00
--
ND
ND
ND
ND
1.97
ND
ND
ND
--
ND
ug/L
03/26/19
0.36
1.00
--
ND
ND
ND
ND
2.72
ND
ND
ND
ND
ND
ug/L
09/18/19
0.36
1.00
--
ND
ND
0.387
J
ND
1.97
ND
ND
ND
--
ND
ug/L
03/16/20
0.36
1.00
--
ND
ND
ND
ND
2.74
ND
ND
ND
ND
ND
ug/L
09/23/20
0.36
1.00
--
ND
ND
ND
ND
1.06
ND
ND
ND
--
ND
ug/L
03/15/21
0.36
1.00
--
ND
ND
ND
ND
0.902
J
ND
ND
ND
ND
ND
ug/L
09/20/21
0.36
1.00
--
ND
ND
ND
ND
0.657
J
ND
ND
ND
--
ND
ug/L
03/14/22
0.36
1.00
--
ND
ND
ND
ND
0.704
J
ND
ND
ND
ND
ND
ug/L
09/19/22
0.36
1.00
--
ND
ND
0.474
J
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
0.44
5.00
--
ND
ND
0.500
J
ND
1.27
J
ND
ND
ND
ND
ND
Chromium
ug/L
12/05/94
--
--
--
ND
ND
56
ND
--
--
--
--
ND
--
NC 2L = 10 ug/L
ug/L
02/14/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
EPA MCL = 100 ug/L
ug/L
04/03/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
11
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
5
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
3
--
ND
2
--
--
--
--
2
--
ug/L
10/29/97
--
--
--
3
8
2
2
--
--
--
--
1
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
20.1
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
14.9
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
11.4
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
11.3
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
3.33 J
3.81
J
6.01
J
4.12 J
2.7
J
1.29
J
--
--
1.44 J
ND
ug/L
10/02/07
--
--
--
9.55 B
9.44
B
7.31
B
4.47 B
5.99
B
12.3
B
--
--
3.67 B
3.67
J
ug/L
04/03/08
--
--
--
6.54 B
4.93
B
4.18
B
4.42 B
4.18
B
3.31
B
4.18
B
130
2.45 B
2.94
J
ug/L
10/29/08
--
--
--
7.45 J
35.5
8.07
J
6.10 J
8.55
11.3
5.24
J
13.7
4.63 J
ND
ug/L
03/24/09
0.7
10.0
--
ND
1.0
J
1.6
J
4.0 J
1.2
J
ND
ND
1.5 J
ND
ND
ug/L
09/22/09
1.0
10.0
--
1.36 J
ND
1.99
J
3.28 J
1.14
J
ND
1.61
J
1.51 J
--
ND
ug/L
03/22/10
1.0
10.0
--
ND
Dry
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/23/10
1.0
10.0
--
ND
ND
1.50
J
4.38 J
ND
ND
ND
ND
--
ND
ug/L
03/16/11
1.0
10.0
--
2.55 J
1.32
J
2.90
J
3.29 J
1.60
J
ND
3.34
J
ND
--
ND
ug/L
09/21/11
1.0
10.0
--
ND
6.75
J
5.20
J
12.4
ND
ND
ND
ND
--
ND
ug/L
03/21/12
1.0
10.0
--
2.15 J
3.60
J
2.25
J
4.57 J
3.36
J
ND
ND
ND
ND
ND
ug/L
09/20/12
1.0
10.0
--
ND
ND
1.31
J
2.42 J
2.29
J
ND
ND
ND
--
ND
ug/L
03/20/13
1.4
10.0
--
2.48 J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
1.4
10.0
--
ND
4.80
J
5.25
J
3.23 J
ND
ND
ND
ND
--
ND
ug/L
03/27/14
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
1.4
10.0
--
ND
5.15
J
1.95
J
2.65 J
1.68
J
ND
ND
ND
--
ND
ug/L
03/18/15
1.4
10.0
--
ND
ND
7.41
J
2.76 J
2.45
J
ND
ND
ND
ND
ND
ug/L
09/23/15
1.4
10.0
--
ND
2.61
J
2.70
J
2.87 J
3.81
J
ND
ND
ND
--
ND
ug/L
03/17/16
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
1.4
10.0
--
ND
ND
ND
ND
ND
ND
2.18
J
ND
1.47 J
ND
ug/L
09/20/17
1.4
10.0
--
ND
ND
ND
1.51 J
ND
ND
ND
ND
--
ND
ug/L
03/21/18
1.4
10.0
--
ND
ND
ND
ND
1.79
J
ND
ND
ND
ND
ND
ug/L
09/23/18
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
1.4
10.0
--
ND
ND
1.54
J
ND
ND
2.04
J
ND
ND
ND
ND
ug/L
09/18/19
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
1.4
10.0
--
ND
ND
4.20
J
2.81 J
3.10
J
2.06
J
ND
ND
--
ND
ug/L
03/15/21
1.4
10.0
--
ND
ND
2.60
J
3.25 J
3.01
J
ND
ND
ND
1.63 J
ND
ug/L
09/20/21
1.4
10.0
--
ND
1.79
J
5.86
J
2.72 J
2.08
J
4.18
J
ND
ND
--
ND
ug/L
03/14/22
1.4
10.0
--
ND
ND
4.11
J
3.68 J
6.03
J
1.76
J
ND
ND
ND
ND
ug/L
09/19/22
1.4
10.0
--
ND
ND
3.86
J
4.37 J
2.98
J
1.99
J
ND
ND
--
ND
u /L
03/20/23
1.1
10.0
--
ND
2.15
J
ND
ND
1.32
J
ND
ND
ND
ND
ND
2of13

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance Wells
Assessment Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6
MW-7
MW-8
AMW-1S
AMW-1D
AMW-2S
AMW-2D
MW-9
Cobalt
ug/L
12/05/94
--
--
--
ND
41
ND
ND
--
--
--
--
ND
--
NC 2L = 1 ug/L
ug/L
02/14/95
--
--
--
ND
48
ND
ND
--
--
--
--
ND
--
EPA MCL = No Standard
ug/L
04/03/95
--
--
--
ND
38
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
ND
34
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
32
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
2
--
19
2
--
--
--
--
3
--
ug/L
10/29/97
--
--
--
ND
19
7
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
53.4
17.3
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
52.3
11.5
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
12.5
ND
14.3
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
14
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
17.9
ND
ND
16.1
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
11.4
ND
ND
11.7
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
13.1
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
32.1
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
94.9
16
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
120
18.5
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
35.5
16.8
--
13.4
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
23.5
16.2
ND
16.1
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
18.8
13.9
ND
16.1
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
15.4
13.4
ND
18.9
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
1.13 J
11.3
12.6
1.5 J
16.2
ND
--
--
ND
ND
ug/L
10/02/07
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
04/03/08
--
--
--
ND
12.4
ND
ND
15.1
ND
12.5
ND
ND
ND
ug/L
10/29/08
--
--
--
3.55 J
35.9
5.16
J
3.74 J
24.8
ND
3.91
J
ND
ND
ND
ug/L
03/24/09
0.6
10.0
--
0.6 J
3.1
J
ND
5.8 J
10.7
ND
4.0
J
ND
ND
ND
ug/L
09/22/09
1.1
10.0
--
ND
4.81
J
ND
2.50 J
10.8
ND
ND
ND
--
ND
ug/L
03/22/10
1.1
10.0
--
ND
Dry
ND
6.33 J
3.47
J
ND
ND
ND
--
ND
ug/L
09/23/10
1.1
10.0
--
ND
2.13
J
ND
9.21 J
3.42
J
ND
ND
ND
--
ND
ug/L
03/16/11
1.1
10.0
--
ND
ND
ND
2.87 J
8.51
J
ND
1.26
J
ND
--
ND
ug/L
09/21/11
1.1
10.0
--
ND
3.73
J
ND
7.48 J
9.15
J
ND
ND
ND
--
ND
ug/L
03/21/12
1.1
10.0
--
ND
3.48
J
ND
3.74 J
18.4
ND
ND
ND
ND
ND
ug/L
09/20/12
1.1
10.0
--
ND
ND
ND
3.20 J
16.0
ND
1.33
J
ND
--
ND
ug/L
03/20/13
1.1
10.0
--
1.32 J
ND
ND
3.67 J
5.62
J
ND
ND
ND
ND
ND
ug/L
09/18/13
1.1
10.0
--
ND
43.8
18.7
2.44 J
4.83
J
ND
2.33
J
ND
--
ND
ug/L
03/27/14
1.1
10.0
--
ND
1.91
J
ND
3.03 J
5.44
J
ND
2.24
J
ND
1.81 J
ND
ug/L
09/18/14
1.1
10.0
--
ND
5.56
J
ND
5.11 J
9.65
J
ND
1.23
J
ND
--
ND
ug/L
03/18/15
1.1
10.0
--
ND
ND
2.67
J
5.00 J
7.67
J
ND
1.78
J
ND
1.67 J
ND
ug/L
09/23/15
1.1
10.0
--
ND
1.34
J
ND
2.89 J
7.86
J
ND
ND
ND
--
ND
ug/L
03/17/16
1.1
10.0
--
ND
3.66
J
6.51
J
6.75 J
7.42
J
ND
ND
ND
3.13 J
ND
ug/L
09/21/16
1.1
10.0
--
ND
1.75
J
4.61
J
9.16 J
7.40
J
ND
ND
ND
--
ND
ug/L
03/21/17
1.1
10.0
--
ND
1.66
J
ND
2.62 J
7.47
J
ND
ND
ND
ND
ND
ug/L
09/20/17
1.1
10.0
--
ND
ND
ND
10.4
6.94
J
ND
ND
ND
--
ND
(verification event)
ug/L
12/19/17
1.1
10.0
--
--
--
--
10.3
--
--
--
--
--
ND
(dissolved)
ug/L
12/19/17
1.1
10.0
--
--
--
--
10.5
--
--
--
--
--
ND
ug/L
03/21/18
1.1
10.0
--
ND
2.32
J
ND
9.96 J
9.52
J
ND
ND
ND
2.10 J
ND
ug/L
09/23/18
1.4
10.0
--
ND
ND
5.08
J
3.88 J
7.03
J
ND
ND
ND
--
ND
ug/L
03/26/19
1.4
10.0
--
ND
ND
8.52
J
17.0
7.38
J
ND
ND
ND
2.32 J
ND
(dissolved)
ug/L
03/26/19
1.4
10.0
--
--
--
--
17.6
--
--
--
--
--
ND
ug/L
09/18/19
1.4
10.0
--
ND
ND
4.89
J
7.39 J
6.08
J
ND
ND
ND
--
ND
ug/L
03/16/20
1.4
10.0
--
ND
ND
5.48
J
5.77 J
10.3
ND
ND
ND
2.72 J
ND
ug/L
09/23/20
1.4
10.0
--
ND
ND
2.44
J
7.61 J
6.36
J
ND
ND
ND
--
ND
ug/L
03/15/21
1.4
10.0
--
ND
ND
6.67
J
8.47 J
5.62
J
ND
ND
ND
2.70 J
ND
ug/L
09/20/21
1.4
10.0
--
ND
ND
ND
14.8
4.48
J
ND
ND
ND
--
ND
ug/L
03/14/22
1.4
10.0
--
ND
ND
ND
10.8
12.3
ND
ND
ND
1.96 J
ND
ug/L
09/19/22
1.4
10.0
--
ND
ND
ND
9.07 J
4.95
J
ND
ND
ND
--
ND
u /L
03/20/23
1.4
10.0
--
ND
2.12
J
2.24
J
14.4
5.58
J
ND
ND
ND
ND
ND
Copper
ug/L
12/05/94
--
--
--
ND
ND
19
ND
--
--
--
--
ND
--
NC 2L = 1000 ug/L
ug/L
02/14/95
--
--
--
10
ND
ND
ND
--
--
--
--
16
--
EPA MCL = 1300 ug/L'
ug/L
04/03/95
--
--
--
ND
ND
13
12
--
--
--
--
14
--
ug/L
10/30/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
13
--
ND
ND
--
--
--
--
10
--
ug/L
04/15/97
--
--
--
20
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
20
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
12.4
12.8
4.23
J
5.28 J
5.41
J
5.15
J
--
--
9.92 J
ND
ug/L
10/02/07
--
--
--
33.9
16.7
B
6.61
B
7.24 B
9.14
B
6.91
B
--
--
5.94 B
6.41
J
ug/L
04/03/08
--
--
--
23.4
23.9
4.54
B
6.53 B
5.54
B
5.75
B
5.89
B
10.6 B
4.58 B
4.46
J
ug/L
10/29/08
--
--
--
16.5
145
7.91
J
8.17 J
8.61
9.49
6.93
J
7.82 J
6.28 J
ND
ug/L
03/24/09
0.81
10.0
--
2.32 J
4.96
J
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
1.6
10.0
--
5.15 J
6.17
J
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/22/10
1.6
10.0
--
1.84 J
Dry
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/23/10
1.6
10.0
--
1.77 J
ND
ND
9.93 J
ND
ND
ND
ND
--
ND
ug/L
03/16/11
1.6
10.0
--
9.85 J
6.75
J
ND
2.99 J
1.73
J
1.66
J
4.98
J
ND
--
ND
ug/L
09/21/11
1.6
10.0
--
4.10 J
12.8
ND
14.2
ND
ND
ND
ND
--
ND
ug/L
03/21/12
1.6
10.0
--
8.77 J
ND
ND
2.96 J
ND
ND
ND
ND
ND
ND
ug/L
09/20/12
1.6
10.0
--
1.77 J
3.29
J
ND
2.54 J
ND
ND
ND
ND
--
ND
ug/L
03/20/13
1.6
10.0
--
9.21 J
5.01
J
1.84
J
2.57 J
ND
1.99
J
ND
ND
ND
ND
ug/L
09/18/13
1.6
10.0
--
5.69 J
9.55
J
ND
ND
ND
ND
1.99
J
ND
--
ND
ug/L
03/27/14
1.6
10.0
--
ND
2.51
J
ND
2.75 J
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
1.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
1.6
10.0
--
2.54 B
ND
ND
ND
ND
ND
ND
ND
2.90 B
1.74
J
ug/L
09/23/15
1.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/17/16
1.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
2.01
J
ug/L
09/21/16
1.6
10.0
--
1.65 B
ND
ND
4.19 B
1.94
B
2.20
B
1.73
B
1.95 B
--
3.37
J
ug/L
03/21/17
1.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
1.97
J
ug/L
09/20/17
1.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
1.6
10.0
--
1.72 B
ND
ND
ND
ND
ND
ND
ND
ND
1.87
J
ug/L
09/23/18
1.6
10.0
--
ND
ND
ND
ND
1.98
J
ND
ND
ND
--
ND
ug/L
03/26/19
1.6
10.0
--
ND
2.42
J
ND
ND
ND
2.66
J
ND
ND
ND
ND
ug/L
09/18/19
1.6
10.0
--
1.78 B
1.81
B
ND
ND
1.65
B
2.21
B
ND
ND
--
5.73
J
ug/L
03/16/20
1.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
3.88 B
1.82 B
2.00
ug/L
09/23/20
1.6
10.0
--
2.14 B
1.73
B
ND
ND
3.13
B
ND
ND
1.81 B
--
2.42
J
ug/L
03/15/21
1.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
1.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
1.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
1.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
1.85
J
u /L
03/20/23
3.2
20.0
--
ND
8.05
J
ND
ND
ND
ND
ND
ND
14.8 J
ND
Lead
ug/L
12/05/94
--
--
--
ND
7
27
7
--
--
--
--
ND
--
NC 2L = 15 ug/L
ug/L
02/14/95
--
--
--
ND
10
5
ND
--
--
--
--
ND
--
EPA MCL = 15 ug/L'
ug/L
04/03/95
--
--
--
ND
12
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
7
19
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
6
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
8
--
7
ND
--
--
--
--
13
--
ug/L
04/15/97
--
--
--
13
--
ND
12
--
--
--
--
12
--
ug/L
10/29/97
--
--
--
9
36
5
11
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
14.4
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
11.9
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
24
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
61.3
ND
17.4
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
11.9
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
12.7
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
ND
6.56
J
3.69
J
ND
3.14
J
ND
--
--
1.9 J
ND
ug/L
10/02/07
--
--
--
69.2 J
7.18
J
1.39
B
0.9 B
0.80
B
0.56
B
--
--
0.57 B
0.49
J
ug/L
04/03/08
--
--
--
75.8 J
16.4
ND
8 J
6.43
J
3.78
J
6.16
J
12.5
6.23 J
ND
ug/L
10/29/08
--
--
--
75.9 J
84.7
7.72
J
6.83 J
9.41
9.08
8.50
J
6.93 J
4.54 J
ND
ug/L
03/24/09
1.6
10.0
--
3.3 J
5.6
J
1.6
J
6.2 J
2.5
J
1.6
J
3.1
J
ND
ND
ND
ug/L
09/22/09
1.9
10.0
--
3.52 J
2.55
J
ND
3.17 J
2.50
J
ND
3.96
J
1.95 J
--
ND
ug/L
03/22/10
1.9
10.0
--
ND
Dry
ND
2.20 J
ND
ND
ND
ND
--
ND
ug/L
09/23/10
1.9
10.0
--
ND
ND
ND
12.2
ND
ND
ND
ND
--
ND
ug/L
03/16/11
1.9
10.0
--
4.92 J
ND
ND
3.40 J
ND
ND
25.6
2.69 J
--
ND
ug/L
09/21/11
1.9
10.0
--
ND
15.5
3.27
J
18.5
2.57
J
ND
ND
ND
--
ND
ug/L
03/21/12
1.9
10.0
--
4.38 J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/12
1.9
10.0
--
2.53 B
3.10
B
4.18
B
5.91 B
4.90
B
4.40
B
4.82
B
3.00 B
--
2.70
J
ug/L
03/20/13
1.9
10.0
--
ND
ND
3.46
J
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
2.1
10.0
--
ND
17.4
ND
ND
ND
ND
6.58
J
ND
--
ND
ug/L
03/27/14
2.1
10.0
--
ND
2.26
J
ND
2.33 J
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
2.1
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
2.1
10.0
--
ND
ND
3.32
J
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
2.1
10.0
--
ND
ND
ND
ND
3.10
J
ND
3.15
J
ND
--
ND
ug/L
03/17/16
2.1
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
3.1
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
3.1
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/17
3.1
10.0
--
ND
3.45
J
ND
ND
3.75
J
ND
ND
3.40 J
--
ND
ug/L
03/21/18
3.1
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
3.1
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
8.83
J
ug/L
03/26/19
3.1
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
3.1
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
3.1
10.0
--
ND
ND
ND
ND
ND
ND
ND
4.32 J
ND
ND
ug/L
09/23/20
3.1
10.0
--
ND
ND
ND
3.71 J
ND
ND
ND
ND
--
ND
ug/L
03/15/21
3.1
10.0
--
ND
ND
ND
3.21 J
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
3.1
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
3.1
10.0
--
4.24 J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
3.1
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/20/23
6.6
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
3of13

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance
Wells
Assessment Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6
MW-7
MW-8
AMW-1S
AMW-1D
AMW-2S
AMW-2D
MW-9
Mercury
ug/L
10/30/95
--
--
--
0.5
ND
0.9
0.9
--
--
--
--
0.8
--
NC 2L = 1 ug/L
ug/L
10/24/96
--
--
--
0.7
--
ND
ND
--
--
--
--
ND
--
EPA MCL = 2 ug/L
ug/L
10/29/97
--
--
--
ND
ND
1.9
0.8
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
2
0.2
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
0.2
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
0.5
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
0.4
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
1.0
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
0.4
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
0.3
0.3
--
ND
--
--
0.3
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
0.3
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
0.3
ND
ND
ND
--
--
0.3
--
ug/L
10/20/03
--
--
--
ND
ND
0.45
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
0.73
0.258
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
ND
0.91
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
ND
0.72
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
ND
ND
0.134
J
0.242 J
ND
ND
--
--
ND
ND
ug/L
10/02/07
--
--
--
ND
ND
ND
0.709
ND
ND
--
--
ND
ND
ug/L
04/03/08
--
--
--
ND
ND
ND
0.489
ND
ND
ND
ND
ND
ND
ug/L
10/29/08
--
--
--
ND
0.145
J
ND
0.503
ND
ND
ND
ND
ND
ND
ug/L
03/24/09
0.11
0.200
--
ND
ND
ND
1.33
ND
ND
ND
ND
0.14 J
ND
ug/L
09/22/09
0.054
0.200
--
ND
ND
0.0926
J
0.419
--
--
--
--
--
ND
ug/L
03/22/10
0.054
0.200
--
ND
Dry
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/23/10
0.17
0.200
--
ND
ND
ND
0.371
ND
ND
ND
ND
--
ND
(dissolved)
ug/L
09/23/10
0.17
0.200
--
--
--
--
ND
--
--
--
--
--
--
ug/L
03/16/11
0.17
0.200
--
ND
ND
ND
ND
ND
ND
0.178
J
ND
--
ND
ug/L
09/21/11
0.17
0.200
--
ND
ND
ND
0.683
ND
ND
0.225
ND
--
ND
ug/L
03/21/12
0.17
0.200
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/20/12
0.17
0.200
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/20/13
0.17
0.200
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/18/13
0.17
0.200
--
ND
ND
ND
ND
ND
ND
0.302
ND
--
ND
ug/L
03/27/14
0.17
0.200
--
ND
ND
ND
ND
ND
ND
0.308
ND
--
ND
ug/L
09/18/14
0.17
0.200
--
ND
ND
ND
ND
ND
ND
1.53
ND
--
ND
ug/L
03/18/15
0.17
0.200
--
ND
ND
ND
ND
ND
ND
1.49
ND
--
ND
ug/L
09/23/15
0.17
0.200
--
ND
ND
ND
ND
ND
ND
0.226
ND
--
ND
ug/L
03/17/16
0.17
0.200
--
ND
ND
ND
ND
ND
ND
0.527
ND
--
ND
ug/L
09/21/16
0.17
0.200
--
ND
ND
ND
ND
ND
ND
0.810
ND
--
ND
ug/L
03/21/17
0.17
0.200
--
ND
ND
ND
ND
ND
ND
0.213
ND
--
ND
ug/L
09/20/17
0.0990
0.200
--
ND
ND
ND
ND
ND
ND
0.474
ND
--
ND
ug/L
03/21/18
0.15
0.200
--
ND
ND
ND
ND
ND
ND
1.12
ND
--
ND
(verification event)
ug/L
06/15/18
0.15
0.200
--
--
--
--
--
--
--
0.517
--
--
ND
(dissolved)
ug/L
06/15/18
0.15
0.200
--
--
--
--
--
--
--
ND
--
--
ND
ug/L
09/23/18
0.15
0.200
--
ND
ND
ND
ND
ND
ND
0.313
ND
--
ND
ug/L
03/26/19
0.15
0.200
--
ND
ND
ND
ND
ND
ND
0.379
ND
0.164 J
ND
ug/L
09/18/19
0.15
0.200
--
ND
ND
ND
ND
ND
ND
0.487
ND
--
ND
ug/L
03/16/20
0.15
0.200
--
ND
ND
ND
ND
ND
0.156
J
0.268
ND
--
ND
ug/L
09/23/20
0.15
0.200
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.15
0.200
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/20/21
0.15
0.200
--
ND
ND
0.189
J
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
0.15
0.200
--
ND
ND
ND
ND
ND
ND
0.430
ND
--
ND
ug/L
09/19/22
0.15
0.200
--
ND
ND
ND
ND
ND
ND
0.227
ND
--
ND
u /L
03/20/23
0.08
0.200
--
ND
ND
ND
1.04
ND
ND
ND
ND
--
ND
Nickel
ug/L
12/05/94
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 100 ug/L
ug/L
02/14/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
EPA MCL = No Standard
ug/L
04/03/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
ND
1.61
J
ND
ND
ND
ND
--
--
ND
ND
ug/L
10/02/07
--
--
--
2.75 B
9.04
J
0.67
B
0.9 B
4.65
J
8.72
J
--
--
0.24 B
0.8
J
ug/L
04/03/08
--
--
--
ND
ND
ND
ND
ND
ND
5.89
J
7.09 J
ND
ND
ug/L
10/29/08
--
--
--
ND
47.3
J
ND
ND
8.13
J
7.57
J
6.40
J
4.99 J
ND
ND
ug/L
03/24/09
0.6
10.0
--
ND
3.9
J
ND
2.8 J
2.5
J
0.9
J
2.2
J
ND
ND
ND
ug/L
09/22/09
1.8
10.0
--
ND
3.77
J
ND
ND
2.54
J
2.04
J
ND
ND
--
ND
ug/L
03/22/10
1.8
10.0
--
ND
Dry
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/23/10
1.8
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
1.8
10.0
--
ND
2.28
J
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/21/11
1.8
10.0
--
ND
4.59
J
ND
ND
2.04
J
ND
ND
ND
--
ND
ug/L
03/21/12
1.8
10.0
--
ND
3.62
J
ND
ND
3.14
J
ND
ND
ND
ND
ND
ug/L
09/20/12
1.8
10.0
--
ND
ND
ND
ND
2.62
J
ND
ND
ND
--
ND
ug/L
03/20/13
1.8
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
1.8
10.0
--
ND
8.99
J
4.74
J
ND
ND
ND
ND
ND
--
ND
ug/L
03/27/14
1.8
10.0
--
ND
1.80
J
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
1.8
10.0
--
ND
6.47
J
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
1.8
10.0
--
ND
ND
2.55
J
ND
2.22
J
ND
ND
ND
ND
ND
ug/L
09/23/15
1.8
10.0
--
ND
6.60
B
ND
3.03 B
2.84
B
ND
ND
ND
--
2.22
J
ug/L
03/17/16
1.8
10.0
--
ND
4.55
J
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
2.2
10.0
--
ND
2.93
J
ND
4.55 J
2.21
J
2.87
J
ND
ND
--
ND
ug/L
03/21/17
2.2
10.0
--
4.77 B
3.44
B
2.65
B
3.16 B
4.33
B
2.57
B
2.24
B
2.32 B
1.76 B
2.69
J
ug/L
09/20/17
2.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
2.2
10.0
--
ND
3.42
J
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
2.2
10.0
--
ND
ND
ND
2.61 B
2.36
B
ND
ND
ND
--
10.1
ug/L
03/26/19
2.2
10.0
--
ND
57.1
2.98
J
ND
3.79
J
ND
ND
ND
ND
ND
ug/L
09/18/19
2.2
10.0
--
ND
4.32
J
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
2.2
10.0
--
ND
ND
ND
ND
2.56
J
2.51
J
ND
27.1
ND
ND
ug/L
09/23/20
2.2
10.0
--
ND
ND
ND
ND
2.91
J
ND
ND
7.85 J
--
ND
ug/L
03/15/21
2.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
2.99 J
5.01 J
ND
ug/L
09/20/21
2.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
2.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
2.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
3.3
40.0
--
ND
5.35
J
ND
ND
ND
ND
ND
ND
ND
ND
Selenium
ug/L
12/05/94
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 20 ug/L
ug/L
02/14/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
EPA MCL = 50 ug/L
ug/L
04/03/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
61.1
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
24.7
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
20.6
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
25.3
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
26.6
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
23.4
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
9.46 J
23.4
10.7
J
ND
ND
ND
--
--
ND
ND
ug/L
10/02/07
--
--
--
ND
7.49
J
ND
11.1
ND
ND
--
--
8.68 J
ND
ug/L
04/03/08
--
--
--
ND
10.7
ND
ND
10.9
ND
9.54
J
7.51 J
ND
ND
ug/L
10/29/08
--
--
--
ND
37.5
ND
ND
1.94
ND
ND
ND
ND
ND
ug/L
03/24/09
3.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
2.7
10.0
--
6.68 B
ND
8.38
B
4.55 B
ND
7.33
B
4.11
B
5.98 B
--
6.41
J
ug/L
03/22/10
0.83
1.00
--
ND
Dry
ND
ND
0.962
J
ND
ND
ND
--
ND
ug/L
09/23/10
5.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
2.7
10.0
--
ND
ND
ND
ND
5.08
B
ND
ND
ND
--
3.32
J
ug/L
09/21/11
2.7
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/12
2.7
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/12
2.7
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/20/13
4.5
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
5.0
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/27/14
5.0
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
5.67 (ND) J
ND
ug/L
09/18/14
5.0
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
5.0
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
5.0
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/17/16
5.0
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
14.1
J
ug/L
09/20/17
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
6.2
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
10.0
20.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
4of13

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance Wells
Assessment Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6
MW-7
MW-8
AMW-1S
AMW-1D
AMW-2S
AMW-2D
MW-9
Silver
ug/L
12/05/94
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 20 ug/L
ug/L
02/14/95
--
--
--
ND
ND
ND
ND
--
--
--
--
11
--
EPA MCL = 100 ug/L
ug/L
04/03/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
0.9
--
0.9
0.7
--
--
--
--
0.3
--
ug/L
10/29/97
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
11.3
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
ND
0.64
J
3.42
J
0.5 J
1.14
J
0.46
J
--
--
3.18 J
ND
ug/L
10/02/07
--
--
--
ND
1.82
J
0.91
J
ND
0.86
J
ND
--
--
ND
ND
ug/L
04/03/08
--
--
--
ND
0.97
J
2.04
J
ND
0.94
J
ND
1.48
J
ND
ND
ND
ug/L
10/29/08
--
--
--
4.74 J
6.91
J
5.23
J
5.00 J
6.32
J
5.19
J
4.91
J
4.33 J
5.24 J
ND
ug/L
03/24/09
1.0
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
1.9
10.0
--
ND
ND
ND
ND
2.24
J
ND
ND
ND
--
ND
ug/L
03/22/10
1.9
10.0
--
ND
Dry
ND
3.34 J
ND
ND
ND
ND
--
ND
ug/L
09/23/10
1.9
10.0
--
ND
2.52
J
ND
3.05 J
ND
ND
ND
ND
--
ND
ug/L
03/16/11
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/21/11
1.9
10.0
--
ND
3.73
J
ND
2.33 J
ND
ND
ND
ND
--
ND
ug/L
03/21/12
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/12
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/20/13
1.9
10.0
--
ND
ND
7.00
B
3.58 B
3.31
B
ND
2.17
B
ND
ND
2.11
J
ug/L
09/18/13
1.9
10.0
--
ND
2.92
J
4.35
J
2.07 J
ND
ND
ND
ND
--
ND
ug/L
03/27/14
1.9
10.0
--
ND
ND
1.98
J
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
1.9
10.0
--
ND
ND
4.00
J
ND
2.05
J
ND
ND
ND
ND
ND
ug/L
09/23/15
1.9
10.0
--
ND
6.68
B
1.97
B
3.26 B
ND
ND
ND
ND
--
4.69
J
ug/L
03/17/16
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
1.9
10.0
--
ND
ND
ND
9.23 J
ND
ND
ND
ND
--
ND
ug/L
03/21/17
1.9
10.0
--
ND
ND
1.06
B
0.849 B
ND
1.23
B
ND
ND
1.04 B
0.823
J
ug/L
09/20/17
1.9
10.0
--
ND
ND
ND
2.26 J
ND
ND
ND
ND
--
ND
ug/L
03/21/18
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
1.9
10.0
--
ND
ND
ND
2.68 J
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
1.9
10.0
--
ND
ND
ND
11.4
ND
ND
ND
ND
--
ND
ug/L
03/14/22
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
1.9
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
1.5
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
1.59 J
ND
Thallium
ug/L
12/05/94
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 2 ug/L
ug/L
02/14/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
EPA IMAC= 2 ug/L
ug/L
04/03/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
1
1
1
1
--
--
--
--
2
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
13.7
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/21/01
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
22.4
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
77.1
22
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
58.5
54.6
17.8
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
81.3
24.2
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
ND
ND
24
ND
ND
ND
--
--
ND
ND
ug/L
10/02/07
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
04/03/08
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
10/29/08
--
--
--
ND
8.90
ND
6.97
9.61
ND
--
--
ND
ND
ug/L
03/24/09
0.036
1.00
--
0.051 B
0.090
B
0.080
B
0.242 B
0.280
B
ND
ND
ND
ND
0.092
J
ug/L
09/22/09
0.11
1.00
--
ND
ND
ND
0.404 J
0.212
J
ND
ND
ND
--
ND
ug/L
03/22/10
0.11
1.00
--
ND
Dry
0.118
J
0.620 J
0.169
J
ND
ND
ND
--
ND
ug/L
09/23/10
0.11
1.00
--
ND
ND
0.124
J
1.18 J
ND
ND
ND
ND
--
ND
ug/L
03/16/11
0.11
1.00
--
ND
ND
0.516
J
1.12 J
0.274
J
0.491
J
0.514
J
ND
--
ND
ug/L
09/21/11
0.11
1.00
--
ND
ND
ND
1.53 J
ND
ND
ND
ND
--
ND
ug/L
03/21/12
0.11
1.00
--
ND
ND
0.119
J
1.31 J
0.418
J
ND
ND
ND
ND
ND
ug/L
09/20/12
0.11
1.00
--
ND
0.144
J
0.155
J
1.09 J
0.512
J
ND
ND
ND
--
ND
ug/L
03/20/13
0.11
1.00
--
0.117 J
ND
0.413
J
0.659 J
0.487
J
ND
ND
ND
ND
ND
ug/L
09/18/13
0.11
1.00
--
ND
0.127
B
0.604
B
0.609 B
0.459
B
ND
ND
ND
--
0.142
J
ug/L
03/27/14
0.11
1.00
--
ND
0.131
J
0.171
J
0.637 J
0.340
J
ND
ND
ND
ND
ND
ug/L
09/18/14
0.11
1.00
--
ND
ND
0.145
J
0.815 J
0.663
J
ND
ND
ND
--
ND
ug/L
03/18/15
0.11
1.00
--
ND
ND
0.281
J
0.605 J
0.514
J
ND
ND
ND
ND
ND
ug/L
09/23/15
0.11
1.00
--
ND
ND
0.225
J
0.907 J
0.550
J
ND
ND
ND
--
ND
ug/L
03/17/16
0.11
1.00
--
ND
ND
0.377
J
0.400 J
0.552
J
ND
ND
ND
ND
ND
ug/L
09/21/16
0.11
1.00
--
ND
ND
0.427
J
0.553 J
0.699
J
ND
ND
ND
--
ND
ug/L
03/21/17
0.11
1.00
--
0.153 J
0.175
J
0.369
J
1.25 J
0.921
J
0.309
J
0.364
J
0.290 J
0.189 J
ND
ug/L
09/20/17
0.11
1.00
--
0.386 J
0.281
J
0.446
J
0.896 J
0.945
J
0.392
J
0.409
J
0.329 J
--
ND
ug/L
03/21/18
0.55
5.00
--
ND
ND
ND
0.828 J
1.08
J
ND
ND
ND
ND
ND
ug/L
09/23/18
0.55
5.00
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
0.22
2.00
--
ND
ND
0.565
J
0.344 J
0.547
J
ND
ND
ND
ND
ND
ug/L
09/18/19
0.22
2.00
--
ND
ND
0.376
J
0.485 J
0.322
J
ND
ND
ND
--
ND
ug/L
03/16/20
0.22
2.00
--
ND
ND
0.489
J
0.539 J
0.533
J
ND
ND
ND
ND
ND
ug/L
09/23/20
0.22
2.00
--
ND
ND
0.335
J
0.480 J
0.365
J
ND
ND
ND
--
ND
ug/L
03/15/21
0.22
2.00
--
ND
ND
0.406
J
0.426 J
0.292
J
ND
ND
ND
ND
ND
ug/L
09/20/21
0.22
2.00
--
ND
ND
0.318
J
0.298 J
0.259
J
ND
ND
ND
--
ND
ug/L
03/14/22
0.22
2.00
--
ND
ND
0.240
J
ND
0.353
J
ND
ND
ND
ND
ND
ug/L
09/19/22
0.22
2.00
--
ND
ND
0.358
J
ND
0.423
J
ND
ND
ND
--
ND
u /L
03/20/23
0.26
1.00
--
ND
ND
0.265
J
ND
0.280
J
ND
ND
ND
ND
ND
Tin
ug/L
10/30/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 2000 ug/L
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
EPA MCL = No Standard
ug/L
10/29/97
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
03/24/09
1.1
10.0
--
ND
ND
1.4
J
5.4 J
1.3
J
2.0
J
1.5
J
ND
ND
ND
ug/L
03/22/10
2.1
10.0
--
ND
Dry
ND
2.38 J
--
--
--
--
--
ND
ug/L
03/16/11
2.1
10.0
--
2.50 J
3.17
J
5.65
J
7.24 J
--
--
--
--
--
ND
ug/L
03/21/12
2.1
10.0
--
ND
3.86
J
3.42
J
4.51 J
--
--
--
--
--
ND
ug/L
03/20/13
2.1
10.0
--
ND
3.86
J
3.79
J
6.88 J
--
--
--
--
--
ND
ug/L
03/27/14
2.1
10.0
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/18/15
2.1
10.0
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/17/16
2.1
10.0
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/21/17
2.1
10.0
--
ND
9.06
J
7.24
J
8.42 J
--
--
--
--
--
ND
ug/L
03/21/18
2.1
10.0
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/26/19
2.9
10.0
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/16/20
2.9
10.0
--
ND
ND
ND
ND
--
--
--
--
--
4.38
J
ug/L
03/15/21
2.9
10.0
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/14/22
2.9
10.0
--
ND
ND
ND
ND
-
-
-
-
-
ND
u /L
03/20/23
11.0
50.0
--
ND
ND
ND
ND
--
--
--
--
-
ND
Vanadium
ug/L
12/05/94
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 7 ug/L
ug/L
02/14/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
EPA MCL = No Standard
ug/L
04/03/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
13
--
ND
5
--
--
--
--
6
--
ug/L
10/29/97
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
3.81 J
4.21
J
ND
1.31 J
ND
ND
--
--
ND
ND
ug/L
10/02/07
--
--
--
17.1 J
12.9
J
5.6
J
ND
ND
ND
--
--
ND
ND
ug/L
04/03/08
--
--
--
9.73 J
10.7
J
ND
ND
ND
ND
ND
5.13 J
ND
ND
ug/L
10/29/08
--
--
--
4.88 J
88.9
10.3
J
0.52 J
1.37
J
3.74
J
0.86
J
ND
ND
ND
ug/L
03/24/09
0.7
10.0
--
2.2 J
3.2
J
1.7
J
9.0 J
ND
ND
3.0
J
0.9 J
0.7 J
ND
ug/L
09/22/09
1.4
10.0
--
3.31 J
1.97
J
ND
5.45 J
ND
ND
6.35
J
1.52 J
--
ND
ug/L
03/22/10
1.4
10.0
--
1.75 J
Dry
ND
1.76 J
ND
ND
1.78
J
1.42 J
--
ND
ug/L
09/23/10
1.4
10.0
--
ND
ND
ND
14.7 J
ND
ND
4.79
J
ND
--
ND
ug/L
03/16/11
1.4
10.0
--
4.98 J
2.77
J
ND
ND
ND
ND
15.3
J
ND
--
ND
ug/L
09/21/11
1.4
10.0
--
2.21 J
8.14
J
2.88
J
17.3 J
ND
ND
11.1
J
ND
--
ND
ug/L
03/21/12
1.4
10.0
--
4.72 J
ND
ND
ND
ND
ND
1.70
J
ND
ND
ND
ug/L
09/20/12
1.4
10.0
--
1.79 J
1.77
J
ND
4.28 J
ND
ND
3.65
J
ND
--
ND
ug/L
03/20/13
1.4
10.0
--
5.60 J
2.36
J
ND
2.47 J
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
1.4
10.0
--
2.71 J
12.4
J
ND
ND
ND
ND
9.96
J
ND
--
ND
ug/L
03/27/14
1.4
10.0
--
ND
1.93
J
ND
ND
ND
ND
5.88
J
ND
ND
ND
ug/L
09/18/14
1.4
10.0
--
ND
ND
ND
ND
ND
ND
4.57
J
ND
--
ND
ug/L
03/18/15
1.4
10.0
--
ND
ND
ND
ND
ND
ND
7.02
J
ND
1.53 J
ND
ug/L
09/23/15
1.4
10.0
--
1.51 J
1.43
J
ND
ND
ND
ND
1.69
J
1.45 J
--
ND
ug/L
03/17/16
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
1.4
10.0
--
ND
ND
ND
3.10 J
ND
ND
2.05
J
ND
--
ND
ug/L
03/21/17
1.4
10.0
--
19.9 J
1.96
B
ND
2.51 B
0.807
B
ND
0.903
B
1.05 B
ND
0.589
J
ug/L
09/20/17
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
1.4
10.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
1.0
10.0
--
ND
5.52
J
ND
ND
3.32
J
ND
ND
ND
ND
ND
5of13

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance Wells
Assessment Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6
MW-7
MW-8
AMW-1S
AMW-11D
AMW-2S
AMW-2D
MW-9
Zinc
ug/L
12/05/94
--
--
--
21
ND
33
20
--
--
--
--
82
--
NC 2L = 1000 ug/L
ug/L
02/14/95
--
--
--
33
44
29
69
--
--
--
--
113
--
EPA MCL = 5000 ug/L*
ug/L
04/03/95
--
--
--
29
48
26
29
--
--
--
--
20
--
ug/L
10/30/95
--
--
--
25
30
ND
ND
--
--
--
--
23
--
ug/L
04/08/96
--
--
--
44
63
22
67
--
--
--
--
36
--
ug/L
10/24/96
--
--
--
37
--
22
18
--
--
--
--
39
--
ug/L
04/15/97
--
--
--
50
--
50
30
--
--
--
--
40
--
ug/L
10/29/97
--
--
--
ND
340
ND
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
20.6
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/05
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
--
--
--
15.6 J
124
6.92
J
10.1 J
12.1
J
3.82
J
--
--
7.14 J
ND
ug/L
10/02/07
--
--
--
44
49.1
12.6
J
5.43 J
6.23
J
ND
--
--
4.53 J
ND
ug/L
04/03/08
--
--
--
31.9
46
5.82
J
10.4
4.83
J
4.06
J
14.1
27.7
5.53 J
ND
ug/L
10/29/08
--
--
--
20.1
380
29.0
6.90 J
5.37
J
ND
5.37
J
ND
6.63 J
ND
ug/L
03/24/09
3.4
10.0
--
10.7 B
56.3
9.3
B
38.3
4.1
B
3.4
B
7.7
B
ND
4.1 B
3.4
J
ug/L
09/22/09
3.8
10.0
--
13.8
12.3
4.56
J
12.8
7.02
J
5.92
J
18.0
8.77 J
--
ND
ug/L
03/22/10
3.8
10.0
--
9.18 J
Dry
8.52
J
36.7
15.6
7.21
J
11.2
7.25 J
--
ND
ug/L
09/23/10
3.8
10.0
--
ND
ND
5.37
J
168
4.30
J
5.86
J
ND
ND
--
ND
ug/L
03/16/11
3.8
10.0
--
17.6
36.7
7.03
J
611
4.64
J
17.5
44.8
4.77 J
--
ND
ug/L
09/21/11
3.8
10.0
--
9.32 J
44.1
9.85
J
430
4.44
J
11.7
14.2
4.57 J
--
ND
ug/L
03/21/12
3.8
10.0
--
14.9
28.8
ND
48.3
ND
6.06
J
ND
ND
ND
ND
ug/L
09/20/12
3.8
10.0
--
5.18 J
6.60
J
ND
173
6.69
J
5.19
J
4.68
J
3.87 J
--
ND
ug/L
03/20/13
3.8
10.0
--
21.3
12.5
6.76
J
60.1
9.19
J
6.32
J
ND
5.00 J
12.0
ND
ug/L
09/18/13
3.8
10.0
--
12.0
45.7
5.04
J
40.5
4.40
J
ND
27.3
ND
--
ND
ug/L
03/27/14
3.8
10.0
--
ND
11.3
ND
79.6
4.19
J
4.92
J
8.80
J
ND
ND
ND
ug/L
09/18/14
3.8
10.0
--
ND
8.37
J
ND
16.8
ND
22.7
ND
ND
--
ND
ug/L
03/18/15
3.8
10.0
--
5.35 J
7.19
J
9.75
J
21.7
4.58
J
6.15
J
6.87
J
ND
12.2
ND
ug/L
09/23/15
3.8
10.0
--
ND
ND
ND
28.6
ND
5.53
J
ND
ND
--
ND
ug/L
03/17/16
3.8
10.0
--
ND
32.2
ND
117
5.20
J
ND
ND
ND
ND
ND
ug/L
09/21/16
4.4
10.0
--
ND
ND
ND
28.5
ND
ND
ND
ND
--
ND
ug/L
03/21/17
4.4
10.0
--
ND
ND
ND
80.3
ND
ND
ND
ND
ND
ND
ug/L
09/20/17
4.4
10.0
--
ND
ND
5.35
J
76.5
ND
ND
ND
ND
--
ND
ug/L
03/21/18
4.4
10.0
--
4.40 J
17.7
ND
169
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
4.4
10.0
--
ND
ND
ND
131 B
ND
ND
ND
ND
--
64.2
ug/L
03/26/19
4.4
10.0
--
7.04 J
319
ND
109
ND
4.83
J
ND
ND
ND
ND
ug/L
09/18/19
4.4
10.0
--
ND
5.24
J
4.52
J
24.0
5.23
J
7.42
J
ND
ND
--
ND
ug/L
03/16/20
4.4
10.0
--
ND
ND
ND
60.0
4.89
J
4.60
J
ND
257
6.48 J
ND
ug/L
09/23/20
4.4
10.0
--
ND
ND
ND
22.0
5.10
J
6.25
J
ND
ND
--
ND
ug/L
03/15/21
4.4
10.0
--
ND
ND
ND
55.6
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
4.4
10.0
--
ND
ND
ND
12.2
ND
7.88
J
ND
ND
--
ND
ug/L
03/14/22
4.4
10.0
--
ND
7.60
J
ND
12.3
ND
4.64
J
ND
ND
ND
ND
ug/L
09/19/22
4.4
10.0
--
ND
ND
ND
18.8
ND
8.88
J
80.6
ND
--
ND
u /L
03/20/23
8.7
20.0
--
ND
19.3
J
ND
ND
ND
ND
ND
ND
ND
ND
Acetone
ug/L
12/05/94
100
100
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 6000 ug/L
ug/L
02/14/95
100
100
--
ND
ND
ND
ND
--
--
--
--
ND
--
EPA MCL = No Standard
ug/L
04/03/95
100
100
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
100
100
--
ND
50
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
100
100
--
ND
98
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
95
ND
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
330
ND
ND
--
--
--
--
ND
--
ug/L
11/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
780
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
190
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
100
100
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/25/02
100
100
--
ND
190
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
100
100
--
ND
280
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
100
100
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/21/03
100
100
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/25/04
100
100
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
100
100
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
100
100
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/06/05
100
100
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/26/06
100
100
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
100
100
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/22/07
100
100
--
ND
ND
4.34
J
ND
ND
ND
--
--
ND
ND
ug/L
10/02/07
100
100
--
ND
9.81
B
ND
ND
1.76
B
ND
--
--
ND
5.5
J
ug/L
04/03/08
100
100
--
ND
10.1
J
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/30/08
100
100
--
ND
13.8
J
ND
ND
7.95
J
ND
ND
ND
ND
ND
ug/L
03/24/09
1.5
5.0
--
ND
280
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
1.5
5.0
--
ND
9.0
J
13
J
ND
ND
ND
ND
ND
--
ND
ug/L
03/22/10
1.5
5.0
--
ND
Dry
55
J
ND
ND
ND
ND
ND
--
ND
ug/L
09/23/10
1.5
5.0
--
ND
8.7
J
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
1.2
5.0
--
ND
16
J
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/21/11
1.2
5.0
--
ND
310
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/12
1.2
5.0
--
ND
2700
3.6
J
13 J
ND
ND
ND
ND
ND
ND
ug/L
09/20/12
1.2
5.0
--
ND
ND
ND
5.4 B
ND
ND
ND
ND
--
7.0
J
ug/L
03/20/13
1.2
5.0
--
ND
21
J
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
1.2
5.0
--
ND
34
J
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/27/14
1.2
5.0
--
ND
77
B
ND
6.2 B
ND
ND
ND
ND
ND
19
J
ug/L
09/18/14
1.2
5.0
--
ND
24
J
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
1.2
5.0
--
ND
29
J
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
1.2
5.0
--
ND
ND
ND
4.9 J
ND
ND
ND
ND
--
ND
ug/L
03/17/16
1.2
5.0
--
ND
ND
ND
ND
ND
ND
ND
4.5 J
ND
ND
ug/L
09/21/16
10
20
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
10
20
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
(re -sample)
ug/L
05/03/17
10
20
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
10
20
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
10
20
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
10
20
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
10
20
--
ND
ND
20
B
ND
ND
ND
ND
ND
ND
12
J
ug/L
09/18/19
10
20
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
10
20
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
10
20
--
ND
ND
ND
17 B
ND
ND
ND
ND
--
16
J
ug/L
03/15/21
10
20
--
ND
ND
38
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
10
20
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
10
20
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
10
J
ug/L
09/19/22
10
20
--
ND
ND
ND
16 J
ND
ND
ND
ND
--
ND
u /L
03/20/23
10
20
--
ND
288
ND
ND
ND
ND
ND
ND
ND
ND
Benzene
ug/L
12/05/94
5
5
--
ND
11
ND
ND
--
--
--
--
ND
--
NC 2L = 1 ug/L
ug/L
02/14/95
5
5
--
ND
11
ND
ND
--
--
--
--
ND
--
EPA MCL = 5 ug/L
ug/L
04/03/95
5
5
--
ND
8
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
5
5
--
ND
9
3.9
ND
--
--
--
--
ND
--
ug/L
10/24/96
5
5
--
ND
--
5
ND
--
--
--
--
ND
--
ug/L
04/15/97
5
5
--
ND
--
6.9
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
5
6
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
8
6
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
7
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
8
6
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
6
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
7
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
5
5
--
ND
6
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
5
5
--
ND
7.19
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
5
5
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
7.61
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
6.23
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
6.8
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
5
5
--
ND
1.36
2.48
3.55
0.44
J
1.52
--
--
ND
ND
ug/L
10/02/07
5
5
--
ND
5.47
1.70
4.99
1.68
1.55
--
--
ND
ND
ug/L
04/03/08
5
5
--
ND
0.37
J
1.57
5.82
0.98
J
1.48
1.28
ND
ND
ND
ug/L
10/29/08
5
5
--
ND
3.08
1.51
6.23
2.13
1.49
1.25
ND
ND
ND
ug/L
03/24/09
0.20
1.0
--
ND
ND
ND
0.64 J
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
0.20
1.0
--
ND
ND
1.4
4.2
0.44
J
1.3
1.2
ND
--
ND
ug/L
03/22/10
0.050
1.0
--
ND
Dry
1.4
ND
ND
1.1
0.75
J
ND
--
ND
ug/L
09/23/10
0.20
1.0
--
ND
0.98
J
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
0.68
1.0
--
ND
ND
1.6
ND
ND
1.2
0.96
J
ND
--
ND
ug/L
09/21/11
0.68
1.0
--
ND
4.6
1.4
0.85 J
ND
1.2
0.82
J
ND
--
ND
ug/L
03/21/12
0.15
1.0
--
ND
ND
1.1
0.65 J
0.73
J
0.95
J
0.82
J
ND
ND
ND
ug/L
09/20/12
0.15
1.0
--
ND
ND
0.94
J
ND
ND
ND
ND
ND
--
ND
ug/L
03/20/13
0.15
1.0
--
ND
ND
1.5
3.0
ND
1.2
1.2
ND
ND
ND
ug/L
09/18/13
0.15
1.0
--
ND
2.9
1.7
0.89 J
0.56
J
1.1
0.86
J
ND
--
ND
ug/L
03/27/14
0.15
1.0
--
ND
ND
1.6
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
0.15
1.0
--
ND
4.6
1.1
ND
ND
1.1
0.58
J
ND
--
ND
ug/L
03/18/15
0.15
1.0
--
ND
ND
1.3
ND
ND
1.2
0.60
J
ND
ND
ND
ug/L
09/23/15
0.15
1.0
--
ND
3.7
1.3
ND
1.1
0.83
J
0.66
J
ND
--
ND
ug/L
03/17/16
0.15
1.0
--
ND
1.2
2.4
ND
ND
1.2
0.45
J
ND
ND
ND
ug/L
09/21/16
0.15
1.0
--
ND
3.5
1.8
ND
ND
1.1
0.41
J
ND
--
ND
ug/L
03/21/17
0.15
1.0
--
ND
2.6
1.8
ND
ND
0.97
J
0.64
J
ND
--
ND
(re -sample)
ug/L
05/03/17
0.15
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.15
1.0
--
ND
ND
1.6
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
0.15
1.0
--
ND
ND
ND
ND
ND
0.71
J
ND
ND
--
ND
ug/L
03/26/19
0.15
1.0
--
ND
ND
2.5
ND
ND
0.47
J
ND
ND
ND
ND
ug/L
09/18/19
0.15
1.0
--
ND
4.3
ND
ND
ND
0.68
J
ND
ND
--
ND
ug/L
03/16/20
0.15
1.0
--
ND
0.96
J
1.1
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
0.15
1.0
--
ND
0.53
J
1.3
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.15
1.0
--
ND
0.65
J
2.1
ND
ND
0.82
J
ND
ND
ND
ND
ug/L
09/20/21
0.15
1.0
--
ND
2.3
1.4
ND
ND
0.94
J
ND
ND
--
ND
ug/L
03/14/22
0.15
1.0
--
ND
ND
0.93
J
ND
1.0
0.60
J
ND
ND
ND
ND
ug/L
09/19/22
0.15
1.0
--
ND
0.50
J
1.3
ND
ND
0.66
J
ND
ND
--
ND
u /L
03/20/23
0.15
1.0
--
ND
1.64
J
0.994
J
ND
0.226
J
1.05
0.189
J
ND
ND
ND
6of13

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance Wells
Assessment
Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6
MW-7
MW-8
AMW-1S
AMW-11D
AMW-2S
AMW-2D
MW-9
Chlorobenzene
ug/L
12/05/94
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 50 ug/L
ug/L
02/14/95
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
EPA MCL = 100 ug/L
ug/L
04/03/95
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
7
3
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
8
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
7
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
8
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
7
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
6
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
7
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
6
ND
ND
7
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
8
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
6
ND
--
--
ND
--
ug/L
10/20/03
5
5
--
ND
10
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
5
5
--
ND
11
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
5
5
--
ND
13
5
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
5
5
--
ND
ND
6
--
6.12
ND
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
13.4
6
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
10.8
6.02
ND
9.62
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
9
6
ND
16.2
ND
--
--
ND
ND
ug/L
03/21/07
5
5
--
ND
1.34
5.89
0.59 J
2.83
4.62
--
--
ND
ND
ug/L
10/02/07
5
5
--
ND
6.16
5.95
0.83 J
ND
5.13
--
--
ND
ND
ug/L
04/03/08
5
5
--
ND
0.30
J
5.72
1.14 J
11.3
5.01
4.50
ND
ND
ND
ug/L
10/29/08
5
5
--
ND
8.02
5.41
1.11 J
23.8
5.09
1.86
J
ND
ND
ND
ug/L
03/24/09
0.27
1.0
--
ND
ND
4.6
ND
0.46
J
3.8
2.0
J
ND
ND
ND
ug/L
09/22/09
0.27
1.0
--
ND
ND
5.7
0.75 J
4.9
4.9
1.0
J
ND
--
ND
ug/L
03/22/10
0.069
1.0
--
ND
Dry
6.4
ND
ND
4.6
0.97
J
ND
--
ND
ug/L
09/23/10
0.27
1.0
--
ND
7.5
6.3
ND
ND
4.2
0.55
J
ND
--
ND
ug/L
03/16/11
0.74
1.0
--
ND
ND
7.3
ND
ND
4.5
1.2
J
ND
--
ND
ug/L
09/21/11
0.74
1.0
--
ND
8.1
8.4
ND
1.4
J
4.6
1.2
J
ND
--
ND
ug/L
03/21/12
0.17
1.0
--
ND
ND
8.5
ND
5.5
3.6
1.7
J
ND
ND
ND
ug/L
09/20/12
0.17
1.0
--
ND
ND
7.8
ND
1.7
J
1.8
J
ND
ND
--
ND
ug/L
03/20/13
0.17
1.0
--
ND
ND
10
1.0 J
1.2
J
5.2
2.4
J
ND
ND
ND
ug/L
09/18/13
0.17
1.0
--
ND
4.8
8.0
0.43 J
4.1
5.2
1.8
J
ND
--
ND
ug/L
03/27/14
0.17
1.0
--
ND
ND
10
ND
ND
4.9
1.2
J
ND
ND
ND
ug/L
09/18/14
0.17
1.0
--
ND
8.0
10
ND
ND
5.6
0.88
J
ND
--
ND
ug/L
03/18/15
0.17
1.0
--
ND
ND
10
ND
1.4
J
6.4
2.2
J
ND
ND
ND
ug/L
09/23/15
0.17
1.0
--
ND
11
9.4
ND
4.2
5.2
1.5
J
ND
--
ND
ug/L
03/17/16
0.17
1.0
--
ND
1.3
J
9.0
ND
ND
6.6
0.86
J
ND
ND
ND
ug/L
09/21/16
0.17
1.0
--
ND
11
8.6
ND
ND
6.3
0.97
J
ND
--
ND
ug/L
03/21/17
0.17
1.0
--
ND
8.5
12
ND
0.92
J
5.4
1.6
J
ND
--
ND
(re -sample)
ug/L
05/03/17
0.17
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.17
1.0
--
ND
ND
11
ND
ND
4.3
1.6
J
ND
--
ND
ug/L
03/21/18
0.17
1.0
--
ND
ND
9.9
ND
ND
5.3
1.1
J
ND
ND
ND
ug/L
09/23/18
0.17
1.0
--
ND
1.1
9.5
ND
ND
4.9
ND
ND
--
ND
ug/L
03/26/19
0.17
1.0
--
ND
ND
10
ND
ND
3.6
0.57
J
ND
ND
ND
ug/L
09/18/19
0.17
1.0
--
ND
8.4
8.3
ND
ND
4.9
0.49
J
ND
--
ND
ug/L
03/16/20
0.17
1.0
--
ND
1.2
8.3
ND
ND
4.3
ND
ND
ND
ND
ug/L
09/23/20
0.17
1.0
--
ND
ND
8.9
ND
0.95
J
4.6
ND
ND
--
ND
ug/L
03/15/21
0.17
1.0
--
ND
ND
10
ND
ND
6.8
ND
ND
ND
ND
ug/L
09/20/21
0.17
1.0
--
ND
6.1
10
ND
1.4
8.3
ND
ND
--
ND
ug/L
03/14/22
0.17
1.0
--
ND
ND
8.4
ND
6.4
6.1
0.41
J
ND
ND
ND
ug/L
09/19/22
0.17
1.0
--
ND
ND
10
ND
1.2
6.4
0.77
J
ND
--
ND
u /L
03/20/23
0.17
1.0
--
ND
ND
7.60
ND
0.789
J
9.73
0.677
J
ND
ND
ND
1,2-Dichlorobenzene
ug/L
12/05/94
0.27
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 20 ug/L
ug/L
02/14/95
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
EPA MCL = 600 ug/L
ug/L
04/03/95
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
5
5
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
5
5
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
1
ND
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
14
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
7
ND
6
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
5
5
--
ND
6
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
5
5
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
12
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
10
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
10
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
5
5
--
ND
0.39
J
ND
0.97 J
ND
0.62
J
--
--
ND
ND
ug/L
10/02/07
5
5
--
ND
2.52
J
0.56
J
0.94 J
0.44
J
0.67
J
--
--
ND
ND
ug/L
04/03/08
5
5
--
ND
ND
0.46
J
1.35 J
0.23
J
0.65
J
0.27
J
ND
ND
ND
ug/L
10/29/08
5
5
--
ND
1.98
J
0.45
J
1.12 J
0.52
J
0.63
J
0.29
J
ND
ND
ND
ug/L
03/24/09
0.27
1.0
--
ND
ND
ND
0.44 J
ND
0.53
J
ND
ND
ND
ND
ug/L
09/22/09
0.27
1.0
--
ND
ND
ND
0.66 J
ND
0.46
J
ND
ND
--
ND
ug/L
03/22/10
0.052
1.0
--
ND
Dry
0.49
J
ND
ND
0.64
J
ND
ND
--
ND
ug/L
09/23/10
0.27
1.0
--
ND
3.6
J
0.52
J
ND
ND
0.64
J
ND
ND
--
ND
ug/L
03/16/11
0.11
1.0
--
ND
ND
ND
ND
ND
0.71
J
ND
ND
--
ND
ug/L
09/21/11
0.11
1.0
--
ND
5.8
0.58
J
ND
ND
0.65
J
ND
ND
--
ND
ug/L
03/21/12
0.19
1.0
--
ND
ND
0.56
J
ND
ND
0.62
J
ND
ND
ND
ND
ug/L
09/20/12
0.19
1.0
--
ND
ND
0.50
J
0.52 J
ND
0.51
J
ND
ND
--
ND
ug/L
03/20/13
0.19
1.0
--
ND
ND
0.76
J
1.3 J
ND
0.90
J
ND
ND
ND
ND
ug/L
09/18/13
0.19
1.0
--
ND
1.3
J
0.83
J
ND
ND
0.65
J
ND
ND
--
ND
ug/L
03/27/14
0.19
1.0
--
ND
ND
0.76
J
ND
ND
0.55
J
ND
ND
ND
ND
ug/L
09/18/14
0.19
1.0
--
ND
2.9
J
0.81
J
ND
ND
0.69
J
ND
ND
--
ND
ug/L
03/18/15
0.19
1.0
--
ND
ND
0.77
J
ND
ND
0.71
J
ND
ND
ND
ND
ug/L
09/23/15
0.19
1.0
--
ND
2.9
J
0.76
J
ND
ND
0.57
J
ND
ND
--
ND
ug/L
03/17/16
0.19
1.0
--
ND
ND
0.78
J
ND
ND
0.77
J
ND
ND
ND
ND
ug/L
09/21/16
0.19
1.0
--
ND
3.1
J
0.72
J
ND
ND
0.69
J
ND
ND
--
ND
ug/L
03/21/17
0.19
1.0
--
ND
1.5
J
0.87
J
ND
ND
0.57
J
ND
ND
--
ND
(re -sample)
ug/L
05/03/17
0.19
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.19
1.0
--
ND
ND
0.84
J
ND
ND
0.47
J
ND
ND
--
ND
ug/L
03/21/18
0.19
1.0
--
ND
ND
0.76
J
ND
ND
0.48
J
ND
ND
ND
ND
ug/L
09/23/18
0.19
1.0
--
ND
0.87
J
0.94
J
ND
ND
0.48
J
ND
ND
--
ND
ug/L
03/26/19
0.19
1.0
--
ND
ND
0.81
J
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
0.19
1.0
--
ND
3.2
0.64
J
ND
ND
0.46
J
ND
ND
--
ND
ug/L
03/16/20
0.19
1.0
--
ND
ND
0.55
J
ND
ND
0.49
J
ND
ND
ND
ND
ug/L
09/23/20
0.19
1.0
--
ND
0.41
J
0.68
J
ND
ND
0.62
J
ND
ND
--
ND
ug/L
03/15/21
0.19
1.0
--
ND
ND
0.80
J
ND
ND
0.58
J
ND
ND
ND
ND
ug/L
09/20/21
0.19
1.0
--
ND
1.2
0.83
J
ND
ND
0.55
J
ND
ND
--
ND
ug/L
03/14/22
0.19
1.0
--
ND
ND
0.67
J
ND
ND
0.45
J
ND
ND
ND
ND
ug/L
09/19/22
0.19
1.0
--
ND
ND
0.89
J
ND
ND
0.43
J
ND
ND
--
ND
u /L
03/20/23
0.19
1.0
--
ND
ND
0.691
J
ND
ND
0.538
J
ND
ND
ND
ND
1,4-Dichlorobenzene
ug/L
12/05/94
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 6 ug/L
ug/L
02/14/95
5
5
--
ND
--
ND
ND
--
--
--
--
ND
--
EPA MCL = 75 ug/L
ug/L
04/03/95
5
5
--
ND
11
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
5
5
--
ND
10
5
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
--
9
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
8
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
24
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
9
10
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
18
22
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
18
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
18
10
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
7
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
5
18
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
8
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
14
6
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
12
7
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
18
8
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
14
9
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
5
5
--
ND
ND
12
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
5
5
--
ND
23
13
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
5
5
--
ND
20
19
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
5
5
--
ND
ND
17.8
--
ND
ND
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
25.4
17
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
24.3
16.4
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
18.5
14.6
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
5
5
--
ND
1.67
J
17.1
2.79 J
1.37
2.86
J
--
--
ND
ND
ug/L
10/02/07
5
5
--
ND
18.7
12.0
3.64 J
3.24
J
2.99
J
--
--
ND
ND
ug/L
04/03/08
5
5
--
ND
0.38
J
8.37
4.50 J
1.57
J
2.77
J
2.11
J
ND
ND
ND
ug/L
10/29/08
5
5
--
ND
23.9
7.81
4.44 J
4.11
J
2.96
J
1.66
J
ND
ND
ND
ug/L
03/24/09
0.38
1.0
--
ND
ND
6.4
1.3
0.57
J
2.6
1.4
ND
ND
ND
ug/L
09/22/09
0.38
1.0
--
ND
ND
6.8
2.4
1.4
2.1
1.0
ND
--
ND
ug/L
03/22/10
0.10
1.0
--
ND
Dry
9.8
ND
ND
3.2
1.2
ND
--
ND
ug/L
09/23/10
0.38
1.0
--
ND
15
8.8
ND
ND
3.4
0.91
J
ND
--
ND
ug/L
03/16/11
0.79
1.0
--
ND
ND
10
ND
ND
3.2
1.3
ND
--
ND
ug/L
09/21/11
0.79
1.0
--
ND
14
12
ND
0.93
J
4.2
1.2
ND
--
ND
ug/L
03/21/12
0.19
1.0
--
ND
5.4
J
12
0.49 J
2.9
3.7
1.4
ND
ND
ND
ug/L
09/20/12
0.19
1.0
--
ND
0.77
J
11
1.0
2.0
3.8
1.2
ND
--
ND
ug/L
03/20/13
0.19
1.0
--
ND
ND
14
3.8
ND
5.0
2.2
ND
ND
ND
ug/L
09/18/13
0.19
1.0
--
ND
6.0
13
1.2
0.73
J
4.1
1.4
ND
--
ND
ug/L
03/27/14
0.19
1.0
--
ND
ND
18
ND
ND
3.1
0.73
J
ND
ND
ND
ug/L
09/18/14
0.19
1.0
--
ND
13
15
ND
ND
4.3
0.86
J
ND
--
ND
ug/L
03/18/15
0.19
1.0
--
ND
ND
14
ND
0.46
J
4.0
1.4
ND
ND
ND
ug/L
09/23/15
0.19
1.0
--
ND
21
13
ND
0.85
J
3.6
1.3
ND
--
ND
ug/L
03/17/16
0.19
1.0
--
ND
1.2
16
ND
ND
4.2
0.90
J
ND
ND
ND
ug/L
09/21/16
0.19
1.0
--
ND
28
14
ND
ND
4.2
0.87
J
ND
--
ND
ug/L
03/21/17
0.19
1.0
--
ND
24
18
ND
0.44
J
4.1
1.4
ND
--
ND
(re -sample)
ug/L
05/03/17
0.19
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.19
1.0
--
ND
2.9
16
ND
ND
3.8
1.2
ND
--
ND
ug/L
03/21/18
0.19
1.0
--
ND
ND
14
ND
ND
3.4
1.1
ND
ND
ND
ug/L
09/23/18
0.19
1.0
--
ND
5.4
16
ND
ND
3.4
1.1
ND
--
ND
ug/L
03/26/19
0.19
1.0
--
ND
ND
17
ND
ND
2.3
0.59
J
ND
ND
ND
ug/L
09/18/19
0.19
1.0
--
ND
14
12
ND
ND
2.8
ND
ND
--
ND
ug/L
03/16/20
0.19
1.0
--
ND
0.92
J
14
ND
ND
2.6
0.47
J
ND
ND
ND
ug/L
09/23/20
0.19
1.0
--
ND
1.4
14
ND
ND
2.7
ND
ND
--
ND
ug/L
03/15/21
0.19
1.0
--
ND
ND
17
ND
ND
3.7
ND
ND
ND
ND
ug/L
09/20/21
0.19
1.0
--
ND
9.5
16
ND
ND
3.8
ND
ND
--
ND
ug/L
03/14/22
0.19
1.0
--
ND
ND
12
ND
0.97
J
2.5
0.53
J
ND
ND
ND
ug/L
09/19/22
0.19
1.0
--
ND
0.44
J
16
ND
ND
3.0
0.86
J
ND
--
ND
ug/L
03/20/23
0.19
1.0
--
ND
ND
10
ND
ND
3.7
0.715
J
ND
ND
ND
7of13

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance Wells
Assessment Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6
MW-7
MW-8
AMW-1S
AMW-11D
AMW-2S
AMW-2D
MW-9
1,1-Dichloroethane
ug/L
12/05/94
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 6 ug/L
ug/L
02/14/95
5
5
--
ND
ND
9
ND
--
--
--
--
ND
--
EPA MCL = No Standard
ug/L
04/03/95
5
5
--
ND
--
7
ND
--
--
--
--
--
--
ug/L
10/30/95
5
5
--
ND
ND
10
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
ND
6
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
8
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
1
7
ND
--
--
--
--
1
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
6
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
5
6
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
5
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
6
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
14
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
11
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
25
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
17
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
24
ND
ND
--
--
ND
--
ug/L
10/20/03
5
5
--
ND
ND
ND
18
ND
ND
--
--
ND
--
ug/L
03/24/04
5
5
--
ND
ND
ND
10
ND
ND
--
--
ND
--
ug/L
10/27/04
5
5
--
ND
ND
ND
13
ND
ND
--
--
ND
--
ug/L
05/25/05
5
5
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
ND
ND
6
ND
ND
--
--
ND
ND
ug/L
03/21/07
5
5
--
ND
ND
1.69
7.8
ND
1.31
--
--
ND
ND
ug/L
10/02/07
5
5
--
ND
0.45
J
1.66
J
9.7
0.1
J
1.27
J
--
--
ND
ND
ug/L
04/03/08
5
5
--
ND
ND
1.72
J
13.1
ND
1.36
J
0.98
J
ND
ND
ND
ug/L
10/29/08
5
5
--
ND
0.40
J
1.32
J
13.5
ND
1.36
J
1.33
J
ND
0.11 J
ND
ug/L
03/24/09
0.33
1.0
--
ND
ND
0.83
J
3.6 J
ND
1.2
J
1.1
J
ND
ND
ND
ug/L
09/22/09
0.33
1.0
--
ND
ND
0.75
J
8.9
ND
1.0
J
1.3
J
ND
--
ND
ug/L
03/22/10
0.050
1.0
--
ND
Dry
0.64
J
ND
ND
0.76
J
0.90
J
ND
--
ND
ug/L
09/23/10
0.33
1.0
--
ND
ND
0.64
J
ND
ND
0.87
J
0.84
J
ND
--
ND
ug/L
03/16/11
0.080
1.0
--
ND
ND
0.56
J
ND
ND
0.91
J
1.0
J
ND
--
ND
ug/L
09/21/11
0.080
1.0
--
ND
ND
0.74
J
1.7 J
ND
1.1
J
1.4
J
ND
--
ND
ug/L
03/21/12
0.13
1.0
--
ND
ND
0.63
J
0.94 J
ND
0.74
J
1.1
J
ND
ND
ND
ug/L
09/20/12
0.13
1.0
--
ND
ND
0.49
J
2.5 J
ND
1.0
J
1.3
J
ND
--
ND
ug/L
03/20/13
0.13
1.0
--
ND
ND
0.71
J
6.9
ND
1.2
J
1.6
J
ND
ND
ND
ug/L
09/18/13
0.13
1.0
--
ND
ND
ND
1.7 J
ND
0.71
J
1.0
J
ND
--
ND
ug/L
03/27/14
0.13
1.0
--
ND
ND
ND
ND
ND
0.72
J
0.92
J
ND
ND
ND
ug/L
09/18/14
0.13
1.0
--
ND
ND
0.43
J
ND
ND
0.54
J
0.96
J
ND
--
ND
ug/L
03/18/15
0.13
1.0
--
ND
ND
0.47
J
ND
ND
0.76
J
0.77
J
ND
ND
ND
ug/L
09/23/15
0.13
1.0
--
ND
ND
ND
ND
ND
0.62
J
1.1
J
ND
--
ND
ug/L
03/17/16
0.13
1.0
--
ND
ND
ND
ND
ND
0.54
J
0.99
J
0.45 J
ND
ND
ug/L
09/21/16
0.13
1.0
--
ND
ND
ND
ND
ND
0.51
J
0.94
J
ND
--
ND
ug/L
03/21/17
0.13
1.0
--
ND
ND
ND
ND
ND
0.58
J
1.1
J
ND
--
ND
(re -sample)
ug/L
05/03/17
0.13
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.13
1.0
--
ND
ND
ND
ND
ND
ND
0.87
J
ND
--
ND
ug/L
03/21/18
0.13
1.0
--
ND
ND
ND
ND
ND
ND
0.74
J
ND
ND
ND
ug/L
09/23/18
0.13
1.0
--
ND
ND
ND
ND
ND
ND
0.89
J
0.53 J
--
ND
ug/L
03/26/19
0.13
1.0
--
ND
ND
ND
ND
ND
ND
0.65
J
ND
ND
ND
ug/L
09/18/19
0.13
1.0
--
ND
ND
ND
ND
ND
ND
0.58
J
ND
--
ND
ug/L
03/16/20
0.13
1.0
--
ND
ND
ND
ND
ND
ND
0.43
J
ND
ND
ND
ug/L
09/23/20
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
0.13
1.0
--
ND
ND
ND
ND
ND
ND
0.42
J
ND
ND
ND
ug/L
09/19/22
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
0.13
1.0
--
ND
ND
ND
ND
ND
0.239
0.409
J
0.331
ND
ND
cis-1,2-Dichloroethene
ug/L
12/05/94
5
5
--
ND
--
24
11
--
--
--
--
ND
--
NC 2L = 70 ug/L
ug/L
02/14/95
5
5
--
ND
9
ND
8
--
--
--
--
ND
--
EPA MCL = 70 ug/L
ug/L
04/03/95
5
5
--
ND
7
17
ND
--
--
--
--
ND
--
ug/L
10/30/95
5
5
--
ND
10
25
10
--
--
--
--
ND
--
ug/L
04/08/96
5
5
--
ND
7
17
7
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
21
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
14
15
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
4
20
3
--
--
--
--
6
--
ug/L
05/14/98
--
--
--
ND
ND
14
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
21
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
6
17
ND
--
--
--
--
12
--
ug/L
10/29/99
--
--
--
ND
ND
17
ND
--
--
--
--
26
--
ug/L
04/20/00
--
--
--
ND
ND
13
ND
ND
--
--
--
16
--
ug/L
11/07/00
--
--
--
ND
ND
15
ND
--
--
--
--
12
--
ug/L
05/15/01
--
--
--
ND
ND
14
7
--
--
--
--
8
--
ug/L
10/16/01
--
--
--
ND
ND
13
ND
--
ND
--
--
10
--
ug/L
04/24/02
--
--
--
ND
ND
15
11
ND
ND
--
--
6
--
ug/L
10/01/02
--
--
--
ND
ND
12
7
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
11
18
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
11
22
ND
ND
--
--
ND
--
ug/L
03/24/04
5
5
--
ND
ND
10
13
ND
ND
--
--
ND
--
ug/L
10/27/04
5
5
--
ND
ND
10.5
26.2
ND
ND
--
--
ND
--
ug/L
05/25/05
5
5
--
ND
ND
10.6
--
ND
ND
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
ND
12.1
12.8
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
ND
12.8
12.3
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
ND
14.2
15.7
ND
ND
--
--
ND
ND
ug/L
03/21/07
5
5
--
ND
0.48
J
12.7
22.1
ND
2.3
--
--
ND
ND
ug/L
10/02/07
5
5
--
ND
1.19
J
12.4
J
23.9 J
0.71
J
2.14
J
--
--
ND
ND
ug/L
04/03/08
5
5
--
ND
0.05
J
12.2
30.6
0.35
J
2.25
J
1.85
J
ND
ND
ND
ug/L
10/29/08
5
5
--
ND
0.2
J
9.8
28.9
0.27
J
2.27
J
2.36
J
ND
0.24 J
ND
ug/L
03/24/09
0.36
1.0
--
ND
ND
4.9
J
7.4
ND
1.7
J
1.7
J
ND
ND
ND
ug/L
09/22/09
0.36
1.0
--
ND
ND
6.1
19
ND
2.0
J
2.5
J
ND
--
ND
ug/L
03/22/10
0.075
1.0
--
ND
Dry
7.0
0.66 J
ND
2.0
J
2.1
J
ND
--
ND
ug/L
09/23/10
0.36
1.0
--
ND
ND
5.2
ND
ND
1.7
J
1.2
J
ND
--
ND
ug/L
03/16/11
0.72
1.0
--
ND
ND
6.4
0.89 J
ND
2.6
J
2.0
J
ND
--
ND
ug/L
09/21/11
0.72
1.0
--
ND
ND
5.6
2.9 J
ND
1.7
J
1.3
J
ND
--
ND
ug/L
03/21/12
0.15
1.0
--
ND
ND
5.2
2.6 J
ND
1.5
J
1.6
J
ND
ND
ND
ug/L
09/20/12
0.15
1.0
--
ND
ND
4.4
J
4.1 J
ND
1.4
J
1.2
J
ND
--
ND
ug/L
03/20/13
0.15
1.0
--
ND
ND
5.6
13
ND
1.9
J
1.8
J
ND
ND
ND
ug/L
09/18/13
0.15
1.0
--
ND
0.53
J
5.3
4.1 J
ND
1.4
J
1.5
J
ND
--
ND
ug/L
03/27/14
0.15
1.0
--
ND
ND
4.5
J
ND
ND
1.2
J
1.2
J
ND
ND
ND
ug/L
09/18/14
0.15
1.0
--
ND
ND
5.0
ND
ND
1.4
J
0.88
J
ND
--
ND
ug/L
03/18/15
0.15
1.0
--
ND
ND
5.3
0.63 J
ND
1.2
J
1.2
J
ND
ND
ND
ug/L
09/23/15
0.15
1.0
--
ND
ND
3.8
J
ND
ND
1.2
J
1.1
J
ND
--
ND
ug/L
03/17/16
0.15
1.0
--
ND
ND
3.6
J
ND
ND
1.2
J
0.95
J
ND
ND
ND
ug/L
09/21/16
0.15
1.0
--
ND
ND
3.4
J
ND
ND
1.0
J
0.89
J
ND
--
ND
ug/L
03/21/17
0.15
1.0
--
ND
ND
3.7
J
ND
ND
0.90
J
1.0
J
ND
--
ND
(re -sample)
ug/L
05/03/17
0.15
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.15
1.0
--
ND
ND
3.5
J
ND
ND
0.65
J
0.91
J
ND
--
ND
ug/L
03/21/18
0.15
1.0
--
ND
ND
2.7
J
ND
ND
0.68
J
0.76
J
ND
ND
ND
ug/L
09/23/18
0.15
1.0
--
ND
ND
2.6
ND
ND
0.56
J
0.91
J
ND
--
ND
ug/L
03/26/19
0.15
1.0
--
ND
ND
2.1
ND
ND
0.51
J
0.61
J
ND
ND
ND
ug/L
09/18/19
0.15
1.0
--
ND
ND
ND
ND
ND
0.50
J
0.40
J
ND
--
ND
ug/L
03/16/20
0.15
1.0
--
ND
0.44
J
2.1
ND
ND
0.59
J
ND
ND
ND
ND
ug/L
09/23/20
0.15
1.0
--
ND
ND
2.7
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.15
1.0
--
ND
ND
2.7
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
0.15
1.0
--
ND
ND
1.9
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
0.15
1
--
ND
0.974
J
2.40
ND
ND
0.878
B
0.273
B
ND
ND
0.1782 1
Ethylbenzene
ug/L
12/05/94
5
5
--
ND
11
ND
ND
--
--
--
--
ND
--
NC 2L = 600 ug/L
ug/L
02/14/95
5
5
--
ND
14
ND
ND
--
--
--
--
ND
--
EPA MCL = 700 ug/L
ug/L
04/03/95
5
5
--
ND
8
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
5
5
--
ND
10
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
5
5
--
ND
9
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
5
5
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
5
5
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
5
5
--
ND
3
ND
2
--
--
--
--
ND
--
ug/L
05/14/98
5
5
--
ND
8
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
5
5
--
ND
11
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
5
5
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
5
5
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
5
5
--
ND
9
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
5
5
--
ND
22.4
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
5
5
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
28
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
12.4
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
15.7
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
5
5
--
ND
0.96
J
ND
1.04
ND
ND
--
--
ND
ND
ug/L
10/02/07
5
5
--
ND
3.46
ND
1.24 J
ND
ND
--
--
ND
ND
ug/L
04/03/08
5
5
--
ND
ND
ND
1.37 J
ND
ND
ND
ND
ND
ND
ug/L
10/29/08
5
5
--
ND
0.22
J
ND
1.62
ND
ND
ND
ND
ND
ND
ug/L
03/24/09
0.20
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
0.20
1.0
--
ND
ND
ND
0.95 J
ND
ND
ND
ND
--
ND
ug/L
03/22/10
0.10
1.0
--
ND
Dry
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/23/10
0.20
1.0
--
ND
2.1
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
0.62
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/21/11
0.62
1.0
--
ND
2.3
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/12
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/12
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/20/13
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
0.13
1.0
--
ND
0.79
J
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/27/14
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/17/16
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
(re -sample)
ug/L
05/03/17
0.13
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
0.13
1.0
--
ND
0.51
J
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/20/23
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
8of13

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance
Wells
Assessment Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6
MW-7
MW-8
AMW-1S
AMW-11D
AMW-2S
AMW-2D
MW-9
Methylene chloride
ug/L
12/05/94
10
10
--
ND
ND
ND
7
--
--
--
--
ND
--
NC 2L = 5 ug/L
ug/L
10/30/95
10
10
--
ND
ND
10
ND
--
--
--
--
ND
--
EPA MCL = No Standard
ug/L
04/08/96
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
9
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
ND
ND
ND
--
--
--
--
1
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
52
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
38
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
87
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
44
ND
ND
--
--
ND
--
ug/L
04/09/03
10
10
--
ND
ND
ND
54
ND
ND
--
--
ND
--
ug/L
10/20/03
10
10
--
ND
ND
ND
27
ND
ND
--
--
ND
--
ug/L
03/24/04
10
10
--
ND
ND
ND
30
ND
ND
--
--
ND
--
ug/L
10/27/04
10
10
--
ND
ND
ND
42.1
ND
ND
--
--
ND
--
ug/L
05/25/05
10
10
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
10
10
--
ND
ND
ND
13.4
ND
ND
--
--
ND
--
ug/L
04/25/06
10
10
--
ND
ND
ND
13.9
ND
ND
--
--
ND
--
ug/L
10/04/06
10
10
--
ND
ND
ND
15.1
ND
ND
--
--
ND
ND
ug/L
03/21/07
10
10
--
ND
ND
0.35
J
23.3
ND
0.24
J --
--
ND
ND
ug/L
10/02/07
10
10
--
ND
0.57
B
ND
22.0
ND
ND
--
--
ND
0.41
J
ug/L
04/03/08
10
10
--
ND
ND
0.34
B
34.2
ND
ND
ND
3.10 J
ND
0.42
J
ug/L
10/29/08
10
10
--
ND
ND
0.27
J
33.7
ND
0.42
J 0.92
J ND
0.75 J
ND
ug/L
03/24/09
0.53
2.0
--
ND
ND
ND
11
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
0.53
1.0
--
ND
ND
ND
21
ND
ND
ND
ND
--
ND
ug/L
03/22/10
0.070
1.0
--
ND
Dry
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/23/10
0.53
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/21/11
0.14
1.0
--
ND
ND
ND
3.4
ND
ND
ND
ND
--
ND
ug/L
03/21/12
0.23
1.0
--
ND
ND
ND
1.8
ND
ND
ND
ND
ND
ND
ug/L
09/20/12
0.23
1.0
--
ND
ND
ND
2.4
ND
ND
ND
ND
--
ND
ug/L
03/20/13
0.23
1.0
--
ND
ND
ND
11
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
0.23
1.0
--
ND
ND
ND
1.0
ND
ND
ND
ND
--
ND
ug/L
03/27/14
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/17/16
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
(re -sample)
ug/L
05/03/17
0.23
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
0.43
J
ug/L
03/26/19
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
0.23
1.0
--
ND
0.41
B
ND
ND
ND
ND
ND
ND
ND
0.67
J
ug/L
09/19/22
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
0.47
J
u /L
03/20/23
0.23
1.0
--
ND
ND
0.267
B
ND
ND
ND
0.308
B ND
0.294 B
0.47
1
Tetrachloroethene (PCE)
ug/L
12/05/94
5
5
--
ND
ND
6.6
9
--
--
--
--
ND
--
NC 2L = 0.7 ug/L
ug/L
02/14/95
5
5
--
ND
ND
7
7
--
--
--
--
6
--
EPA MCL = 5 ug/L
ug/L
04/03/95
5
5
--
ND
ND
6.3
ND
--
--
--
--
6
--
ug/L
10/30/95
5
5
--
ND
ND
ND
ND
--
--
--
--
5
--
ug/L
04/08/96
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
9
--
ug/L
04/15/97
--
--
--
ND
--
ND
15
--
--
--
--
16
--
ug/L
10/29/97
--
--
--
ND
ND
4
4
--
--
--
--
16
--
ug/L
05/14/98
--
--
--
ND
ND
ND
19
--
--
--
--
13
--
ug/L
10/11/98
--
--
--
ND
ND
ND
15
--
--
--
--
15
--
ug/L
06/04/99
--
--
--
ND
ND
ND
44
--
--
--
--
27
--
ug/L
10/29/99
--
--
--
ND
ND
ND
27
--
--
--
--
31
--
ug/L
04/20/00
--
--
--
ND
ND
ND
69
ND
--
--
--
30
--
ug/L
11/07/00
--
--
--
ND
ND
ND
54
--
--
--
--
36
--
ug/L
05/15/01
--
--
--
ND
ND
ND
110
--
--
--
--
24
--
ug/L
10/16/01
--
--
--
ND
ND
ND
44
--
ND
--
--
11
--
ug/L
04/24/02
--
--
--
ND
ND
ND
170
ND
ND
--
--
24
--
ug/L
10/01/02
--
--
--
ND
ND
ND
110
ND
ND
--
--
20
--
ug/L
04/09/03
--
--
--
ND
ND
ND
120
ND
ND
--
--
11
--
ug/L
10/20/03
--
--
--
ND
ND
ND
61
ND
ND
--
--
8
--
ug/L
03/24/04
--
--
--
ND
ND
ND
32
ND
ND
--
--
8.12
--
ug/L
10/27/04
5
5
--
ND
ND
ND
52
ND
ND
--
--
6.96
--
ug/L
05/25/05
5
5
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
ND
ND
16.2
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
ND
ND
10
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
ND
ND
21
ND
ND
--
--
ND
ND
ug/L
03/21/07
5
5
--
ND
ND
ND
28.8
ND
ND
--
--
2.17
ND
ug/L
10/02/07
5
5
--
ND
ND
ND
42.1
ND
ND
--
--
1.79 J
ND
ug/L
04/03/08
5
5
--
ND
ND
ND
47.9
ND
ND
ND
ND
2.32 J
ND
ug/L
10/29/08
5
5
--
ND
ND
ND
48.5
ND
ND
ND
ND
1.98
ND
ug/L
03/24/09
0.36
1.0
--
ND
ND
ND
8.7
ND
ND
ND
ND
2.7
ND
ug/L
09/22/09
0.36
1.0
--
ND
ND
ND
25
ND
ND
ND
ND
--
ND
ug/L
03/22/10
0.099
1.0
--
ND
Dry
ND
0.80 J
ND
ND
ND
ND
--
ND
ug/L
09/23/10
0.36
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
0.73
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/21/11
0.73
1.0
--
ND
ND
ND
2.8
ND
ND
ND
ND
--
ND
ug/L
03/21/12
0.17
1.0
--
ND
ND
ND
1.7
ND
ND
ND
ND
ND
ND
ug/L
09/20/12
0.17
1.0
--
ND
ND
ND
3.9
ND
ND
ND
ND
--
ND
ug/L
03/20/13
0.17
1.0
--
ND
ND
ND
11
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
0.17
1.0
--
ND
ND
ND
2.8
ND
ND
ND
ND
--
ND
ug/L
03/27/14
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/17/16
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
(re -sample)
ug/L
05/03/17
0.17
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
0.17
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Toluene
ug/L
12/05/94
5
5
--
ND
5
ND
ND
--
--
--
--
ND
--
NC 2L = 600 ug/L
ug/L
02/14/95
5
5
--
ND
7
ND
ND
--
--
--
--
ND
--
EPA MCL = 1000 ug/L
ug/L
04/03/95
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
9
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
150
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
59
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
11
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
5
5
--
ND
5
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
5
5
--
ND
878
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
5
5
--
ND
1220
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
5
5
--
ND
132
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
16
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
12
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
5
5
--
ND
0.3
J
ND
1.05
ND
ND
--
--
ND
ND
ug/L
10/02/07
5
5
--
ND
1.08
J
0.11
J
1.62 J
ND
ND
--
--
ND
ND
ug/L
04/03/08
5
5
--
ND
0.11
B
ND
1.30 B
ND
ND
ND
ND
ND
0.60
J
ug/L
10/29/08
5
5
--
ND
4.33
ND
0.99 J
ND
ND
ND
ND
ND
ND
ug/L
03/24/09
0.27
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
0.27
1.0
--
0.98 J
1.6
0.48
J
0.96 J
0.42
J 0.93
J 0.63
J 1.3
--
ND
ug/L
03/22/10
0.053
1.0
--
ND
Dry
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/23/10
0.27
1.0
--
ND
3.1
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
0.85
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/21/11
0.85
1.0
--
ND
2.8
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/12
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/12
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/20/13
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
0.14
1.0
--
ND
3.8
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/27/14
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
0.14
1.0
--
ND
75
ND
ND
ND
2.0
ND
ND
--
ND
ug/L
03/18/15
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
0.14
1.0
--
ND
1.0
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/17/16
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
0.14
1.0
--
ND
0.94
J
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
0.14
1.0
--
ND
0.86
J
ND
ND
ND
ND
ND
ND
--
ND
(re -sample)
ug/L
05/03/17
0.14
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.14
1.0
--
ND
1.3
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
0.14
1.0
--
ND
8.3
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
0.14
1.0
--
ND
12
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
0.14
1.0
--
ND
1.5
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
0.14
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
9of13

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance Wells
Assessment
Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6
MW-7
MW-8
AMW-1S
AMW-1D
AMW-2S
AMW-2D
MW-9
1, 1, 1 -Trichloroethane
ug/L
12/05/94
5
5
--
ND
ND
--
ND
--
--
--
--
--
--
NC 2L = 200 ug/L
ug/L
02/14/95
5
5
--
ND
ND
--
ND
--
--
--
--
--
--
EPA MCL = 200 ug/L
ug/L
04/03/95
5
5
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
10/30/95
--
--
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
04/08/96
--
--
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
10/24/96
--
--
--
ND
--
--
ND
--
--
--
--
--
--
ug/L
04/15/97
--
--
--
ND
--
--
ND
--
--
--
--
--
--
ug/L
10/29/97
--
--
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
05/14/98
--
--
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
10/11/98
--
--
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
06/04/99
--
--
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
10/29/99
--
--
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
04/20/00
--
--
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
11/07/00
--
--
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
02/27/01
--
--
--
--
--
--
--
--
--
ug/L
05/15/01
--
--
--
ND
ND
--
6
--
--
--
--
--
--
ug/L
10/16/01
--
--
--
ND
ND
--
6
--
--
--
--
--
--
ug/L
04/24/02
--
--
--
ND
ND
--
9
--
--
--
--
--
--
ug/L
10/01/02
--
--
--
ND
ND
--
5
--
--
--
--
--
--
ug/L
04/09/03
--
--
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
10/20/03
5
5
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
03/24/04
5
5
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
10/27/04
5
5
--
ND
ND
--
ND
--
--
--
--
--
--
ug/L
05/25/05
5
5
--
ND
ND
--
--
--
--
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
10/02/07
5
5
--
ND
ND
ND
0.18 J
ND
ND
--
--
ND
ND
ug/L
04/03/08
5
5
--
ND
ND
ND
0.23 J
ND
ND
ND
ND
ND
ND
ug/L
10/29/08
5
5
--
ND
ND
ND
0.13 J
ND
ND
ND
ND
ND
ND
ug/L
03/24/09
0.27
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
0.27
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/22/10
0.15
1.0
--
ND
Dry
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/23/10
0.27
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
0.65
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/21/11
0.65
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/12
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/12
0.12
--
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/20/13
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/27/14
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
0.12
--
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
0.12
--
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/17/16
0.12
--
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
0.12
--
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
(re -sample)
ug/L
05/03/17
0.12
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
0.12
--
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
0.12
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Trichloroethene
ug/L
12/05/94
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 3 ug/L
ug/L
02/14/95
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
EPA MCL = 5 ug/L
ug/L
04/03/95
5
5
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
ND
2
ND
--
--
--
--
2
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
6
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
14
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
8
--
--
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
20
ND
--
--
--
ND
--
ug/L
10/01/02
5
5
--
ND
ND
ND
13
ND
--
--
--
ND
--
ug/L
04/09/03
5
5
--
ND
ND
ND
27
ND
--
--
--
ND
--
ug/L
10/20/03
5
5
--
ND
ND
ND
26
ND
--
--
--
ND
--
ug/L
03/24/04
5
5
--
ND
ND
ND
13
ND
--
--
--
ND
--
ug/L
10/27/04
5
5
--
ND
ND
ND
17.5
ND
--
--
--
ND
--
ug/L
05/25/05
5
5
--
ND
ND
ND
--
ND
--
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
ND
ND
5
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
ND
ND
7
ND
ND
--
--
ND
ND
ug/L
03/21/07
5
5
--
ND
ND
0.48
J
12
ND
0.31
J
--
--
ND
ND
ug/L
10/02/07
5
5
--
ND
ND
0.41
J
15.5
ND
0.3
J
--
--
ND
ND
ug/L
04/03/08
5
5
--
ND
ND
0.47
J
18.1
ND
0.28
J
0.30
J
ND
ND
ND
ug/L
10/29/08
5
5
--
ND
ND
0.32
J
18.2
ND
0.33
J
0.45
J
ND
0.16 J
ND
ug/L
03/24/09
0.38
1.0
--
ND
ND
ND
3.1
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
0.38
1.0
--
ND
ND
ND
9.5
ND
ND
ND
ND
--
ND
ug/L
03/22/10
0.13
1.0
--
ND
Dry
ND
ND
ND
ND
0.44
J
ND
--
ND
ug/L
09/23/10
0.38
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
0.72
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/21/11
0.72
1.0
--
ND
ND
ND
1.1
ND
ND
ND
ND
--
ND
ug/L
03/21/12
0.15
1.0
--
ND
ND
ND
0.70 J
ND
ND
ND
ND
ND
ND
ug/L
09/20/12
0.15
1.0
--
ND
ND
ND
1.6
ND
ND
ND
ND
--
ND
ug/L
03/20/13
0.15
1.0
--
ND
ND
ND
3.9
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
0.15
1.0
--
ND
ND
ND
1.3
ND
ND
ND
ND
--
ND
ug/L
03/27/14
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/17/16
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
(re -sample)
ug/L
05/03/17
0.15
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Vinyl chloride
ug/L
12/05/94
10
10
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 0.03 ug/L
ug/L
02/14/95
10
10
--
ND
ND
ND
ND
--
--
--
--
ND
--
EPA MCL = 2 ug/L
ug/L
04/03/95
10
10
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/30/95
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/08/96
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
ND
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
2
5
2
--
--
--
--
1
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
10
10
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
10
10
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
10
10
--
ND
ND
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
10
10
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
10
10
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
10
10
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
ug/L
03/21/07
10
10
--
ND
0.43
J 2.35
ND
ND
0.94
J
--
--
ND
ND
ug/L
10/02/07
10
10
--
ND
1.03
J 2.68
J
0.31 J
ND
0.89
J
--
--
ND
ND
ug/L
04/03/08
10
10
--
ND
ND
2.94
J
ND
ND
0.98
J
0.59
J
ND
ND
ND
ug/L
10/29/08
10
10
--
ND
0.25
J 2.36
0.49 J
ND
0.82
J
0.57
J
ND
ND
ND
ug/L
03/24/09
0.30
1.0
--
ND
ND
1.5
ND
ND
0.60
J
0.53
J
ND
ND
ND
ug/L
09/22/09
0.30
1.0
--
ND
ND
1.4
ND
ND
0.67
J
ND
ND
--
ND
ug/L
03/22/10
0.083
1.0
--
ND
Dry
1.2
ND
ND
0.60
J
ND
ND
--
ND
ug/L
09/23/10
0.30
1.0
--
ND
ND
1.2
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
0.60
1.0
--
ND
ND
1.3
ND
ND
ND
ND
ND
--
ND
ug/L
09/21/11
0.60
1.0
--
ND
ND
1.5
ND
ND
0.76
J
ND
ND
--
ND
ug/L
03/21/12
0.32
1.0
--
ND
ND
0.88
J
ND
ND
ND
0.55
J
ND
ND
ND
ug/L
09/20/12
0.32
1.0
--
ND
ND
ND
ND
ND
0.57
J
0.61
J
ND
--
ND
ug/L
03/20/13
0.32
1.0
--
ND
ND
1.0
0.77 J
ND
0.50
J
0.49
J
ND
ND
ND
ug/L
09/18/13
0.32
1.0
--
ND
ND
0.81
J
ND
ND
0.48
J
0.48
J
ND
--
ND
ug/L
03/27/14
0.32
1.0
--
ND
ND
1.1
ND
ND
0.64
J
ND
ND
ND
ND
ug/L
09/18/14
0.32
1.0
--
ND
ND
1.1
ND
ND
0.54
J
ND
ND
--
ND
ug/L
03/18/15
0.32
1.0
--
ND
ND
0.88
J
ND
ND
0.46
J
ND
ND
ND
ND
ug/L
09/23/15
0.32
1.0
--
ND
ND
0.98
J
ND
ND
ND
ND
ND
--
ND
ug/L
03/17/16
0.32
1.0
--
ND
ND
0.93
J
ND
ND
0.46
J
ND
ND
ND
ND
ug/L
09/21/16
0.32
1.0
--
ND
ND
0.74
J
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
0.32
1.0
--
ND
ND
0.92
J
ND
ND
ND
ND
ND
--
ND
(re -sample)
ug/L
05/03/17
0.32
1.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.32
1.0
--
ND
ND
0.73
J
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
0.32
1.0
--
ND
ND
0.51
J
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
0.32
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
0.32
1.0
--
ND
ND
0.51
J
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
0.32
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
0.32
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
0.32
1.0
--
ND
ND
0.74
J
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.32
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
0.32
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
0.32
1.0
--
ND
ND
0.61
J
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
0.32
1.0
--
ND
ND
0.84
J
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
0.32
1.0
--
ND
ND
0.81
J
ND
ND
ND
ND
ND
ND
ND
10 of 13

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance
Wells
Assessment Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6
MW-7
MW-8
AMW-1S
AMW-11D
AMW-2S
AMW-2D
MW-9
Xylenes (Total)
ug/L
12/05/94
5
5
--
ND
70
ND
130
--
--
--
ND
--
NC 2L = 500 ug/L
ug/L
02/14/95
5
5
--
ND
68
ND
ND
--
--
--
--
ND
--
EPA MCL = 10000 ug/L
ug/L
04/03/95
5
5
--
ND
45
ND
47
--
--
--
--
ND
--
ug/L
10/30/95
5
5
--
ND
40
ND
40
--
--
--
--
ND
--
ug/L
04/08/96
5
5
--
ND
46
ND
35
--
--
--
--
ND
--
ug/L
10/24/96
--
--
--
ND
--
ND
19
--
--
--
--
ND
--
ug/L
04/15/97
--
--
--
ND
--
ND
44
--
--
--
--
ND
--
ug/L
10/29/97
--
--
--
ND
12
1
3
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
65
ND
17
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
5
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
55
ND
9
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
8
ND
6
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
10
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
27
ND
ND
--
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
17
ND
ND
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
40
ND
14
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
8
ND
9
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
15
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
27
ND
14
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
48
ND
10
ND
ND
--
--
ND
--
ug/L
10/27/04
5
5
--
ND
70
ND
18
ND
ND
--
--
ND
--
ug/L
05/25/05
5
5
--
ND
55
ND
--
ND
ND
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
81
ND
12
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
48
ND
12
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
59
ND
14
ND
ND
--
--
ND
ND
ug/L
03/21/07
5
5
--
ND
2.74
ND
29.5
ND
ND
--
--
ND
ND
ug/L
10/02/07
5
5
--
ND
4.54
ND
34
ND
ND
--
--
ND
ND
ug/L
04/03/08
5
5
--
ND
ND
ND
40.6
ND
ND
ND
ND
ND
ND
ug/L
10/29/08
5
5
--
ND
0.86
J
ND
39.8
ND
ND
ND
ND
ND
ND
ug/L
03/24/09
0.40
1.0
--
ND
ND
ND
8.3
ND
ND
ND
ND
ND
ND
ug/L
09/22/09
0.40
1.0
--
ND
ND
ND
19
ND
ND
ND
ND
--
ND
ug/L
03/22/10
0.22
1.0
--
ND
Dry
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/23/10
0.40
1.0
--
ND
5.4
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/11
2.1
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
09/21/11
2.1
3.0
--
ND
3.6
J
ND
2.5 J
ND
ND
ND
ND
--
ND
ug/L
03/21/12
0.45
3.0
--
ND
ND
ND
0.98 J
ND
ND
ND
ND
ND
ND
ug/L
09/20/12
0.45
3.0
--
ND
ND
ND
2.2 J
ND
ND
ND
ND
--
ND
ug/L
03/20/13
0.45
3.0
--
ND
ND
ND
6.3
ND
ND
ND
ND
ND
ND
ug/L
09/18/13
0.45
3.0
--
ND
0.81
J
ND
1.8 J
ND
ND
ND
ND
--
ND
ug/L
03/27/14
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/14
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/18/15
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/17/16
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/17
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
(re -sample)
ug/L
05/03/17
0.45
3.0
--
--
--
--
--
--
--
--
--
ND
ND
ug/L
09/20/17
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/21/18
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/18
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/26/19
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/18/19
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/16/20
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/23/20
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/15/21
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/20/21
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/14/22
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
09/19/22
0.45
3.0
--
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
u /L
03/20/23
0.45
3
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
1,4-Dioxane
ug/L
09/23/18
1.2
--
--
ND
11
18
ND
ND
0.56
J 3.5
1.6 J
--
ND
NC 2L = 3 ug/L
ug/L
03/26/19
1.2
2.0
--
ND
2.4
17
ND
ND
7.2
2.1
ND
ND
ND
ug/L
09/18/19
1.2
2.0
--
ND
35
13
1.9 J
ND
8.5
2.6
2.2
--
ND
ug/L
03/16/20
0.80
2.0
--
ND
5.1
22
1.1 J
ND
8.8
2.0
1.3 J
ND
ND
ug/L
09/23/20
0.80
2.0
--
ND
ND
20
ND
ND
9.7
1.8
J
1.3 J
--
ND
ug/L
03/15/21
0.80
2.0
--
ND
2.2
20
ND
ND
7.7
1.5
J
1.3 J
ND
ND
ug/L
09/20/21
0.80
2.0
--
ND
25
22
ND
1.4
J 12
1.8
J
1.5 J
--
ND
ug/L
03/14/22
0.80
2.0
--
ND
ND
24
0.97 J
4.1
13
2.4
1.2 J
ND
ND
ug/L
09/19/22
0.80
2.0
--
ND
ND
24
ND
1.4
J 8.4
2.7
1.4 J
--
ND
u /L
03/20/23
0.32
0.5
--
ND
21.6
19.4
0.541
1.2
12.2
2.67
1.38
ND
ND
Diethylphthalate
ug/L
12/05/94
5
5
--
--
--
--
--
--
--
--
--
--
--
NC 2L = 6000 ug/L
ug/L
02/14/95
5
5
--
--
--
--
--
--
--
--
--
--
--
EPA MCL = No Standard
ug/L
04/03/95
5
5
--
--
--
--
--
--
--
--
--
--
--
ug/L
10/30/95
5
5
--
--
--
--
--
--
--
--
--
--
--
ug/L
06/06/96
--
--
--
--
--
--
--
--
--
--
ug/L
10/24/96
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
04/15/97
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
10/29/97
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
02/27/01
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
19
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
5
5
--
ND
35.9
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
5
5
--
ND
140
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
548
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
101
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
86.6
ND
ND
ND
ND
--
--
ND
--
ug/L
03/21/07
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/02/07
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/03/08
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/30/08
--
--
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
--
ug/L
03/24/09
1.3
10
--
ND
ND
ND
ND
ND
ND
1.5
J
ND
ND
ND
ug/L
09/22/09
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
03/22/10
0.61
10
--
ND
Dry
ND
ND
--
--
--
--
--
ND
ug/L
09/23/10
--
--
--
--
--
--
--
--
--
ug/L
03/16/11
2.1
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
09/21/11
--
10
--
--
--
--
--
--
--
--
--
--
--
ug/L
03/21/12
2.1
10
--
ND
3.1
B
ND
ND
--
--
--
--
--
ND
ug/L
09/20/12
--
--
--
--
--
--
--
--
--
ug/L
03/20/13
2.1
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
09/18/13
2.1
10
--
--
--
--
--
--
--
--
--
--
--
ug/L
03/27/14
2.1
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
09/18/14
2.1
10
--
--
--
--
--
--
--
--
--
--
--
ug/L
03/18/15
2.1
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
09/23/15
2.1
10
--
--
--
--
--
--
--
--
--
--
--
ug/L
03/17/16
2.1
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/21/17
2.1
--
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/21/18
2.1
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/26/19
2.4
10
--
ND
ND
27
ND
--
--
--
--
--
ND
ug/L
03/16/20
2.4
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/15/21
2.4
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/14/22
2.4
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
u /L
03/20/23
2.2
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
2,4-dimethyl phenol
ug/L
10/29/97
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
NC 2L = 100 ug/L
ug/L
05/14/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
EPA MCL = No Standard
ug/L
10/11/98
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
06/04/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
10/29/99
--
--
--
ND
ND
ND
ND
--
--
--
--
ND
--
ug/L
04/20/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
11/07/00
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
05/15/01
--
--
--
ND
ND
ND
ND
ND
--
--
--
ND
--
ug/L
10/16/01
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/24/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/01/02
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/09/03
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/20/03
--
--
--
ND
19
ND
ND
ND
ND
--
--
ND
--
ug/L
03/24/04
--
--
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/27/04
5
5
--
ND
35.9
ND
ND
ND
ND
--
--
ND
--
ug/L
05/25/05
5
5
--
ND
140
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/05
5
5
--
ND
548
ND
ND
ND
ND
--
--
ND
--
ug/L
04/25/06
5
5
--
ND
101
ND
ND
ND
ND
--
--
ND
--
ug/L
10/04/06
5
5
--
ND
86.6
ND
ND
ND
ND
--
--
ND
--
ug/L
03/21/07
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/02/07
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
04/03/08
5
5
--
ND
ND
ND
ND
ND
ND
--
--
ND
--
ug/L
10/30/08
5
5
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
--
ug/L
03/24/09
3.0
10
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/22/10
2.6
10
--
ND
Dry
ND
ND
--
--
--
--
--
ND
ug/L
03/16/11
1.3
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/21/12
1.3
10
--
ND
4.0
J
ND
ND
--
--
--
--
--
ND
ug/L
03/20/13
1.3
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/27/14
1.3
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/18/15
1.3
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/17/16
1.3
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/21/17
1.3
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/21/18
1.3
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/26/19
2.3
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/16/20
2.3
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/15/21
2.3
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
ug/L
03/14/22
2.3
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
u /L
03/20/23
3.0
10
--
ND
ND
ND
ND
--
--
--
--
--
ND
11 of 13

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance Wells
Assessment Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6 MW-7 MW-8
AMW-1S AMW-1D AMW-2S AMW-2D
MW-9
Bis(2-ethylhexyl)phthalate
ug/L
10/29/97
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
NC 2L = 3 ug/L
ug/L
05/14/98
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
EPA MCL = No Standard
ug/L
10/11/98
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
06/04/99
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
10/29/99
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
04/20/00
--
--
--
ND
ND ND ND
ND -- -- --
ND
--
ug/L
11/07/00
--
--
--
ND
ND ND ND
ND -- -- --
ND
--
ug/L
05/15/01
--
--
--
ND
ND ND ND
ND -- -- --
ND
--
ug/L
10/16/01
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/24/02
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/01/02
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/09/03
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/20/03
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
03/24/04
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/27/04
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
05/25/05
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/04/05
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/25/06
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/04/06
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
03/21/07
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/02/07
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/03/08
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/30/08
5
5
--
ND
ND ND ND
ND ND ND ND
ND
--
ug/L
03/24/09
1.9
5.0
--
ND
ND ND ND
ND ND ND ND
ND
ND
ug/L
03/22/10
2.6
5.0
--
ND
Dry ND ND
-- -- -- --
--
ND
ug/L
03/16/11
1.7
5.0
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/12
1.7
5.0
--
1.8 B
7.0 B ND ND
-- -- -- --
--
ND
ug/L
03/20/13
1.7
5.0
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/27/14
1.7
5.0
--
ND
3.3 J ND ND
-- -- -- --
--
ND
ug/L
09/18/14
1.7
5.0
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/18/15
1.7
5.0
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
09/23/15
1.7
5.0
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/17/16
1.7
5.0
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/17
1.7
5.0
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/18
1.7
5.0
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/26/19
1.9
5.0
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/16/20
1.9
5.0
--
ND
2.1 J ND ND
-- -- -- --
--
ND
ug/L
03/15/21
1.9
5.0
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/14/22
1.9
5.0
--
ND
ND ND ND
-- -- -- --
--
ND
u /L
03/20/23
3.0
10
--
ND
ND ND ND
- - - -
--
ND
Di-n-octylphthalate
ug/L
10/29/97
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
NC 2L = 100 ug/L
ug/L
05/14/98
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
EPA MCL = No Standard
ug/L
10/11/98
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
06/04/99
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
10/29/99
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
04/20/00
--
--
--
ND
ND ND ND
ND -- -- --
ND
--
ug/L
11/07/00
--
--
--
ND
ND ND ND
ND -- -- --
ND
--
ug/L
05/15/01
--
--
--
ND
ND ND ND
ND -- -- --
ND
--
ug/L
10/16/01
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/24/02
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/01/02
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/09/03
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/20/03
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
03/24/04
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/27/04
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
05/25/05
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/04/05
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/25/06
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/04/06
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
03/21/07
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/02/07
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/03/08
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/30/08
5
--
--
ND
ND ND ND
ND ND ND ND
ND
--
ug/L
03/24/09
2.0
10
--
ND
ND ND ND
ND ND ND ND
ND
ND
ug/L
03/22/10
1.4
10
--
ND
Dry ND ND
-- -- -- --
--
ND
ug/L
03/16/11
3.1
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/12
3.1
10
--
ND
6.6 J ND ND
-- -- -- --
--
ND
ug/L
03/20/13
3.1
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/27/14
3.1
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/18/15
3.1
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/17/16
3.1
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/17
3.1
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/18
3.1
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/26/19
3.1
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/16/20
3.1
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/15/21
3.1
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/14/22
3.1
10
--
ND
ND ND ND
-- -- -- --
--
ND
u /L
03/20/23
2.8
10
--
ND
ND ND ND
-- -- -- --
--
ND
3 &4-methylphenol
ug/L
12/05/94
5
5
--
--
-- -- --
-- -- -- --
--
--
NC 2L Standard = 400/40 ug/L
ug/L
02/14/95
5
5
--
--
-- -- --
-- -- -- --
--
--
EPA MCL = No Standard
ug/L
04/03/95
5
5
--
--
-- -- --
-- -- -- --
--
--
ug/L
10/30/95
5
5
--
--
-- -- --
-- -- -- --
--
--
ug/L
04/08/96
5
5
--
--
-- -- --
-- -- -- --
--
--
ug/L
05/29/96
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
06/06/96
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/24/96
--
--
--
--
-- -- --
-- --
ug/L
04/15/97
--
--
--
--
-- -- --
-- -- --
ug/L
10/29/97
--
--
--
ND
140 ND ND
-- -- -- --
ND
--
ug/L
05/14/98
--
--
--
ND
160 ND ND
-- -- -- --
ND
--
ug/L
10/11/98
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
06/04/99
--
--
--
ND
260 ND ND
-- -- -- --
ND
--
ug/L
10/29/99
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
04/20/00
--
--
--
ND
57 ND ND
ND -- -- --
ND
--
ug/L
11/07/00
--
--
--
ND
ND ND ND
ND -- -- --
ND
--
ug/L
02/27/01
--
--
--
--
-- ----
-- -- -- --
--
--
ug/L
05/15/01
--
--
--
ND
ND ND ND
ND -- -- --
ND
--
ug/L
10/16/01
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/24/02
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/01/02
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/09/03
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/20/03
--
--
--
ND
27 ND ND
ND ND -- --
ND
--
ug/L
03/24/04
--
--
--
ND
1930 ND ND
ND ND -- --
ND
--
ug/L
10/27/04
5
5
--
ND
2880 ND ND
ND ND -- --
ND
--
ug/L
05/25/05
5
5
--
ND
398 ND ND
ND ND -- --
ND
--
ug/L
10/04/05
5
5
--
ND
109 ND ND
ND ND -- --
ND
--
ug/L
04/25/06
5
5
--
ND
25.4 ND ND
ND ND -- --
ND
--
ug/L
10/04/06
5
5
--
ND
16.4 ND ND
ND ND -- --
ND
--
ug/L
03/21/07
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/02/07
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/03/08
5
5
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/30/08
5
--
--
ND
4.26 J ND ND
ND ND ND ND
ND
--
ug/L
03/24/09
1.9
20
--
ND
ND ND ND
ND ND ND ND
ND
ND
ug/L
09/22/09
--
--
--
--
-- -- --
-- --
ug/L
03/22/10
1.8
10
--
ND
Dry ND ND
-- -- -- --
--
ND
ug/L
09/23/10
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
03/16/11
1.6
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
09/21/11
1.6
10
--
--
-- -- --
-- -- -- --
--
--
ug/L
03/21/12
1.6
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
09/20/12
1.6
--
--
--
-- -- --
-- -- -- --
ug/L
03/20/13
1.6
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
09/18/13
1.6
--
--
--
-- -- --
-- -- -- --
--
--
ug/L
03/27/14
1.6
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
09/18/14
1.6
--
--
--
-- -- --
-- --
ug/L
03/18/15
1.6
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
09/23/15
1.6
--
--
--
-- -- --
-- -- -- --
--
--
ug/L
03/17/16
1.6
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/17
1.6
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/18
1.6
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/26/19
2.1
10
--
ND
ND 2.6 J ND
-- -- -- --
--
ND
ug/L
03/16/20
2.1
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/15/21
2.1
10
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/14/22
2.1
10
--
ND
ND ND ND
-- -- -- --
--
ND
u /L
03/20/23
1.4
10
--
ND
ND ND ND
-- -- -- --
--
ND
gamma-BHC
ug/L
03/24/09
0.022
0.050
--
ND
ND ND ND
ND ND ND ND
ND
ND
NC 2L = 0.03 ug/L
ug/L
03/22/10
0.016
0.050
--
ND
Dry ND ND
-- -- -- --
--
ND
EPA MCL = 0.2 ug/L
ug/L
03/16/11
0.016
0.050
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
09/21/11
0.022
0.050
--
--
-- -- --
-- -- -- --
--
ND
ug/L
03/21/12
0.034
0.050
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/20/13
0.034
0.050
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
09/18/13
--
--
--
--
-- -- --
-- -- -- --
--
ND
ug/L
03/27/14
0.034
0.050
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/18/15
--
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/17/16
--
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/23/17
--
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/18
0.034
0.050
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/26/19
0.034
0.050
--
ND
ND ND ND
- - - -
-
ND
ug/L
03/16/20
0.034
0.050
--
ND
ND ND ND
- - - -
-
ND
ug/L
03/15/21
--
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/14/22
0.034
0.050
--
ND
ND ND ND
-- -- -- --
--
ND
u /L
03/20/23
0.001
0.05
--
ND
ND ND 0.00791 J
-- -- -- --
--
ND
Heptachlor epoxide
ug/L
03/24/09
0.025
0.050
--
ND
ND ND ND
ND ND ND ND
ND
ND
NC 2L = 0.004 ug/L
ug/L
03/22/10
0.0089
0.050
--
ND
Dry ND ND
-- -- -- --
--
ND
EPA MCL = 0.2 ug/L
ug/L
03/16/11
0.0089
0.050
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
09/21/11
0.027
0.050
--
--
-- -- --
-- -- -- --
--
ND
ug/L
03/21/12
0.037
0.050
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/20/13
0.037
0.050
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
09/18/13
--
--
--
--
-- -- --
-- -- -- --
--
ND
ug/L
03/27/14
0.037
0.050
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/18/15
--
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/17/16
--
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/23/17
--
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/18
0.037
0.050
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/26/19
0.037
0.050
--
ND
ND ND ND
-- -- -- --
-
ND
ug/L
03/16/20
0.037
0.050
--
ND
ND ND ND
-- -- -- --
-
ND
ug/L
03/15/21
--
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/14/22
0.037
0.050
--
ND
ND ND ND
-- -- -- --
--
ND
u /L
03/20/23
0.002
0.05
--
ND
ND 0.00911 J ND
-- -- -- --
--
ND
12 of 13

July 2023
TABLE 4
GL2014715721
Summary of Detected Constituents in MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Upgradient
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Compliance
Downgradient Compliance Wells
Assessment Wells
TVA Well
Blanks
Limit
Well
MW-5
MW-6 MW-7 MW-8
AMW-1S AMW-1D AMW-2S AMW-2D
MW-9
2,4-D
ug/L
10/30/95
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
NC 2L = 70 ug/L
ug/L
10/24/96
--
--
--
ND
-- ND ND
-- -- -- --
ND
--
EPA MCL = 70 ug/L
ug/L
10/29/97
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
05/14/98
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
10/11/98
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
06/04/99
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
10/29/99
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
04/20/00
--
--
--
ND
ND ND ND
ND -- -- --
ND
--
ug/L
11/07/00
--
--
--
ND
ND ND ND
ND -- -- --
ND
--
ug/L
05/15/01
--
--
--
ND
ND ND ND
ND -- -- --
ND
--
ug/L
10/16/01
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/24/02
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/01/02
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/09/03
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/20/03
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
03/24/04
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/27/04
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
05/25/05
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/04/05
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/25/06
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/04/06
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
03/21/07
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/02/07
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
04/03/08
--
--
--
ND
ND ND ND
ND ND -- --
ND
--
ug/L
10/30/08
--
--
--
ND
ND ND ND
ND ND ND ND
ND
--
ug/L
03/24/09
0.091
0.50
--
ND
ND ND ND
ND ND ND ND
ND
ND
ug/L
03/22/10
0.091
0.50
--
ND
Dry ND ND
-- -- -- --
--
ND
ug/L
03/16/11
0.15
0.50
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/12
0.16
0.50
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/20/13
0.16
0.50
--
ND
ND 0.75 J ND
-- -- -- --
--
ND
ug/L
03/27/14
0.27
0.50
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/18/15
0.27
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/17/16
0.27
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/17
0.27
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/21/18
0.27
0.50
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/26/19
0.27
0.50
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/16/20
0.27
0.50
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/15/21
0.27
0.50
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/14/22
0.27
0.50
--
ND
ND ND ND
-- -- -- --
--
ND
u /L
03/20/23
0.18
1.1
--
ND
ND ND ND
-- -- -- --
--
ND
Cyanide
ug/L
12/05/94
--
--
--
--
-- -- --
-- -- -- --
--
--
NC 2L = 70 ug/L
ug/L
02/14/95
--
--
--
--
-- -- --
-- -- -- --
--
--
EPA MCL = 20 ug/L
ug/L
04/03/95
--
--
--
--
-- -- --
-- -- -- --
--
--
ug/L
10/30/95
--
--
--
ND
ND ND ND
-- -- -- --
ND
--
ug/L
04/08/96
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
05/29/96
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
06/06/96
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/24/96
--
--
--
ND
-- ND ND
-- -- -- --
ND
--
ug/L
04/15/97
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/29/97
--
--
--
2
ND ND ND
-- -- -- --
ND
--
ug/L
05/14/98
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/11 /98
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
06/04/99
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/29/99
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
04/20/00
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
11/07/00
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
05/15/01
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
06/05/01
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
06/21 /01
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/16/01
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
04/24/02
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/01 /02
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
04/09/03
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/20/03
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
03/24/04
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/27/04
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
05/25/05
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/04/05
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
04/25/06
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/04/06
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
03/21 /07
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/02/07
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
04/03/08
--
--
--
--
---- --
-- -- -- --
--
--
ug/L
10/29/08
--
--
--
--
---- --
-- -- -- --
--
--
mg/L
03/24/09
0.0040
0.0050
--
ND
ND ND ND
ND ND ND ND
ND
ND
mg/L
03/22/10
0.005
0.005
--
ND
Dry ND ND
-- -- -- --
--
ND
mg/L
03/16/11
0.0039
0.005
--
ND
ND ND ND
-- -- -- --
--
ND
mg/L
09/21/11
0.0000039
0.00001
--
--
-- -- --
-- -- -- --
--
ND
mg/L
03/21/12
0.0039
0.01
--
ND
ND ND ND
-- -- -- --
--
ND
mg/L
09/20/12
--
--
--
--
-- -- --
-- -- -- --
--
--
mg/L
03/20/13
0.0049
0.01
--
ND
ND ND ND
-- -- -- --
--
ND
mg/L
09/18/13
--
--
--
--
-- -- --
-- -- -- --
--
--
mg/L
03/27/14
0.0049
0.01
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/18/15
--
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/17/16
--
--
--
ND
ND ND ND
-- -- -- --
--
ND
ug/L
03/23/17
--
--
--
ND
ND ND ND
-- -- -- --
--
ND
mg/L
03/21/18
0.0049
0.01
--
ND
ND ND ND
-- -- -- --
--
ND
mg/L
03/26/19
0.0049
0.01
--
ND
ND ND ND
- - - -
-
ND
mg/L
03/16/20
0.0049
0.01
--
ND
ND ND ND
- - - -
-
ND
ug/L
03/15/21
--
--
--
ND
ND ND ND
-- -- -- --
--
ND
mg/L
03/14/22
0.0049
0.01
--
ND
ND ND ND
-- -- -- --
--
ND
m /L
03/20/23
0.0025
0.01
--
0.00402 B
0.00591 B 0.00344 B 0.00841 B
-- -- -- --
--
0.00445 1
Notes: ug/L = micrograms per liter
mg/L = milligrams per liter
ND = Not detected at the stated reporting limit
J = estimated concentration
B = Blank -qualified result
-- = no data available
MDL = laboratory method detection limit
Blanks = field, trip and method blanks
Bold = concentrations above the NC 2L Groundwater Standards or Solid Waste Section Groundwater Protection Standards (SWS GPS) have been bolded
Shaded = concentrations above the EPA Maximum Contaminant Level (MCL) has been shaded
SWS Reporting Limit = NCPOL or lab -specific reporting limit prior to October 2007 and NCSWSL starting in October 2007
1) Historical data prior to March 2009 provided by Henderson County and CDM.
2) The following dilutions were noted for the September 2022 event: Antimony and Thallium (2X) in all sample points
13 of 13

July 2023
GL2014715721
TABLE 5
Summary of Field Parameters for MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
Upgradient
Downgradient Compliance
Wells
Assessment Wells
TVA Well
Detected Monitoring Parameter
Units
Date
Compliance Well
MW-5
MW-6
MW-7
MW-8
AMW-1 S
AMW-1 D
AMW-2S
AMW-2D
MW-9
pH (field)
S.U.
10/04/06
5.81
6.06
5.54
5.90
6.17
6.15
--
--
5.35
S.U.
10/02/07
5.60
5.88
5.28
5.23
5.81
5.90
--
--
5.37
S.U.
04/03/08
5.76
6.05
5.30
5.63
6.00
5.95
6.24
7.35
4.93
S.U.
03/24/09
6.94
6.43
6.42
6.64
6.21
6.82
7.11
7.56
6.31
S.U.
09/22/09
5.58
5.32
5.60
5.72
5.87
5.91
5.92
6.27
--
S.U.
03/22/10
5.58
Dry
5.44
6.01
6.07
5.62
5.98
6.40
--
S.U.
09/23/10
5.48
6.00
5.67
6.04
5.27
5.79
5.85
6.26
--
S.U.
03/16/11
5.53
5.91
5.74
6.15
5.29
5.93
6.08
6.42
--
S.U.
09/21/11
5.65
6.01
5.92
5.88
5.11
5.88
6.38
6.44
--
S.U.
03/21/12
5.92
5.67
5.79
5.61
4.76
5.79
6.01
6.26
4.86
S.U.
09/20/12
5.94
6.81
7.20
5.39
6.20
6.62
7.38
7.69
--
S.U.
03/20/13
5.60
6.11
6.02
6.21
5.84
6.06
5.95
6.31
4.85
S.U.
09/18/13
5.79
6.02
6.19
6.25
6.30
6.16
6.17
6.56
--
S.U.
03/27/14
5.29
6.24
5.46
5.94
6.33
6.31
5.87
7.35
4.42
S.U.
09/18/14
6.49
6.63
6.50
6.14
6.15
6.49
7.40
6.77
--
S.U.
03/18/15
5.71
6.25
5.93
6.17
6.36
6.20
6.21
6.23
4.97
S.U.
09/23/15
5.63
6.19
5.95
5.96
6.03
6.09
5.94
6.39
--
S.U.
03/15/16
5.15
5.43
5.58
6.08
5.48
5.94
5.73
5.83
4.64
S.U.
09/21/16
4.74
6.21
6.10
6.12
5.67
6.19
6.28
6.53
--
S.U.
03/21/17
5.20
6.03
5.73
5.95
5.55
5.88
5.67
5.97
4.72
(re -sample)
S.U.
05/03/17
--
--
--
--
--
--
--
--
3.97
S.U.
09/20/17
5.78
5.58
5.96
6.17
5.37
6.02
6.00
6.33
--
(verification event)
S.U.
12/19/17
--
--
--
6.36
--
--
--
--
--
S.U.
03/21/18
5.63
5.90
6.05
6.84
5.94
6.53
6.52
6.65
4.78
(verification event)
S.U.
06/15/18
--
--
--
--
5.11
--
5.91
--
--
S.U.
09/24/18
5.60
5.8
5.95
6.32
5.6
7.71
6.03
5.71
--
S.U.
03/25/19
5.63
5.98
6.01
6.04
5.28
6.18
6.06
6.13
4.93
S.U.
09/18/19
4.77
6.03
5.79
6.35
4.80
5.90
6.23
6.32
--
S.U.
03/16/20
5.41
5.85
5.68
6.28
5.39
6.09
6.21
6.20
4.78
S.U.
09/23/20
5.66
5.96
5.97
6.41
5.22
5.84
5.75
5.77
--
S.U.
03/15/21
5.36
5.69
5.86
6.28
5.29
5.98
6.13
6.26
4.91
S.U.
09/20/21
5.65
6.12
6.15
6.66
5.19
6.18
6.28
6.40
--
S.U.
03/14/22
5.59
5.69
5.91
6.36
5.28
6.04
6.05
6.12
4.73
S.U.
09/19/22
5.19
6.20
5.81
6.46
5.03
6.97
6.00
6.01
--
(re-sample)
S.U.
11/09/22
5.56
6.13
5.86
6.41
5.24
--
6.01
--
--
S.U.
03/20/23
5.79
6.25
6.03
6.44
5.60
6.19
6.24
6.36
5.13
Specific Conductivity (field)
US/cm
10/04/06
90
953
319
530
531
395
--
--
56
US/cm
10/02/07
115
451
189
319
715
597
--
--
85
US/cm
04/03/08
98
250
197
552
597
585
243
140
59
US/cm
03/24/09
110
150
330
730
200
650
610
130
120
US/cm
09/22/09
101
125
340
661
441
675
277
111
--
US/cm
03/22/10
148
Dry
339
884
89
560
248
109
--
uS/cm
09/23/10
181
1262
451
999
93
603
219
124
--
uS/cm
03/16/11
166
92
431
529
140
589
259
119
--
uS/cm
09/21/11
146
1228
494
989
94
563
282
114
--
US/cm
03/21/12
124
992
455
845
188
504
251
93
127
US/cm
09/20/12
116
257
468
488
209
513
251
111
--
US/cm
03/20/13
90
147
510
863
211
479
238
82
113
US/cm
09/18/13
171
965
995
1022
598
646
314
136
--
US/cm
03/27/14
171
391
770
1047
254
694
290
176
195
US/cm
09/18/14
180
1797
649
605
200
749
347
114
--
US/cm
03/18/15
191
157
716
805
548
700
310
143
160
US/cm
09/23/15
128
1876
562
911
558
634
262
120
--
US/cm
03/15/16
228
389
790
967
264
764
219
152
154
US/cm
09/21/16
180
1640
659
1140
192
703
200
144
--
US/cm
03/21/17
100
1342
601
960
273
597
240
143
109
(re -sample)
uS/cm
05/03/17
--
--
--
--
--
--
--
--
139
US/cm
09/20/17
122
360
580
1141
144
644
235
153
--
(verification event)
uS/cm
12/19/17
--
--
--
1028
--
--
--
--
--
US/cm
03/21/18
207
242
582
1124
299
668
246
162
179
(verification event)
uS/cm
06/15/18
--
--
--
--
265
--
245
--
--
US/cm
09/24/18
176
540
737
1047
239
670
224
193
--
US/cm
03/25/19
270
237
806
728
268
499
215
174
205
US/cm
09/18/19
168
1393
670
1126
160
646
202
178
--
US/cm
03/16/20
159
337
998
1203
368
575
204
204
231
US/cm
09/23/20
133
263
756
1044
245
660
196
198
--
US/cm
03/15/21
140
961
849
1357
203
679
198
220
251
US/cm
09/20/21
112
622
710
1131
163
690
187
207
--
US/cm
03/14/22
90
164
709
1148
274
720
205
194
216
US/cm
09/19/22
93
267
696
1079
161
740
215
215
--
(re-sample)
uS/cm
11/09/22
85
1526
696
1079
167
--
204
--
--
us/cm
03/20/23
103
799
793
1115
186
842
227
231
167
1 of 3

July 2023
GL2014715721
TABLE 5
Summary of Field Parameters for MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
Upgradient
Downgradient Compliance
Wells
Assessment Wells
TVA Well
Detected Monitoring Parameter
Units
Date
Compliance Well
MW-5
MW-6
MW-7
MW-8
AMW-1 S
AMW-1 D
AMW-2S
AMW-2D
MW-9
Temperature (field)
Celsius
10/04/06
13.8
16.6
18.0
15.7
15.4
14.7
--
--
13.7
Celsius
10/02/07
14.1
17.4
17.9
16.0
15.1
14.8
--
--
13.6
Celsius
04/03/08
13.2
12.1
16.5
15.5
13.0
12.4
13.01
15.30
13.1
Celsius
03/24/09
12.6
14.9
18.5
17.3
17.6
16.8
13.6
11.9
13.7
Celsius
09/22/09
16.7
19.95
19.91
22.78
17.31
16.68
17.22
17.47
--
Celsius
03/22/10
13.17
Dry
14.97
11.76
10.08
10.97
9.33
7.41
--
Celsius
09/23/10
14.92
19.69
18.65
18.77
16.25
15.78
17.11
18.35
--
Celsius
03/16/11
12.61
9.68
15.64
15.08
11.96
11.95
10.02
9.24
--
Celsius
09/21/11
14.32
17.37
17.38
16.06
16.29
15.85
17.06
17.34
--
Celsius
03/21/12
15.20
14.46
16.53
17.08
15.47
15.45
13.25
12.95
14.46
Celsius
09/20/12
14.11
17.35
17.30
15.92
16.86
17.05
16.76
18.16
--
Celsius
03/20/13
12.82
13.84
16.78
16.17
12.68
13.26
10.12
9.10
11.54
Celsius
09/18/13
14.3
16.7
16.6
16.2
15.9
14.6
14.6
14.0
--
Celsius
03/27/14
12.7
13.4
15.4
15.3
13.4
13.4
11.0
10.9
11.3
Celsius
09/18/14
14.5
18.6
17.7
16.8
17.2
17.4
18.6
19.2
--
Celsius
03/18/15
14.2
12.7
16.2
16.5
14.8
14.7
10.9
13.8
13.5
Celsius
09/23/15
15.0
16.5
17.6
17.1
16.5
16.2
14.7
15.5
--
Celsius
03/15/16
15.3
15.8
15.9
17.3
16.2
16.5
15.0
15.1
14.5
Celsius
09/21/16
15.0
17.9
17.7
17.8
16.9
17.0
16.3
15.4
--
Celsius
03/21/17
16.1
14.0
16.5
15.6
15.0
14.9
13.0
13.5
14.4
(re -sample)
Celsius
05/03/17
--
--
--
--
--
--
--
--
15.5
Celsius
09/20/17
15.24
21.61
18.02
18.02
18.25
17.38
16.46
16.98
--
(verification event)
Celsius
12/19/17
--
--
--
17.44
--
--
--
--
--
Celsius
03/21/18
11.90
11.7
15.6
15.09
14.01
13.89
11.51
11.61
13.40
(verification event)
Celsius
06/15/18
--
--
--
--
16.8
--
16.7
--
--
Celsius
09/24/18
16.16
18.47
17.71
18.27
17.81
16.57
15.8
15.96
--
Celsius
03/25/19
14.0
13.1
16.3
16.0
13.6
14.4
11.9
12.0
12.3
Celsius
09/18/19
15.5
18.1
17.4
17.7
17.1
16.5
15.3
15.8
--
Celsius
03/16/20
13.3
12.9
16.0
15.3
15.6
14.5
12.1
12.5
14.8
Celsius
09/23/20
14.5
19.3
18.0
17.9
17.9
16.2
15.6
15.1
--
Celsius
03/15/21
13.7
9.7
12.4
15.9
11.1
9.8
9.1
8.4
12.9
Celsius
09/20/21
16.6
19.3
17.6
17.6
16.9
16.8
15.4
15.8
--
Celsius
03/14/22
13.9
11.9
16.9
16.2
15.3
15.3
12.8
13.1
13.3
Celsius
09/19/22
16.5
19.4
19.5
18.4
18.8
17.9
16.3
16.1
--
(re-sample)
Celsius
11/09/22
15.7
16.5
16.8
16.5
16.3
--
14.8
--
--
Celsius
03/20/23
12.9
15.9
15.1
15.4
14.6
14.2
12.1
13.2
13.3
Turbidity (field)
NTU
03/24/09
59.0
60.5
29.1
83.9
18.8
4.37
41.1
17.2
9.04
NTU
09/22/09
39.1
11.6
23.7
97.6
20.2
6.68
91.0
46.0
--
NTU
03/22/10
73.8
Dry
17.0
33.8
19.0
9.68
24.8
18.4
--
NTU
09/23/10
48.4
11.0
24.3
51.1
12.8
4.35
34.2
6.63
--
NTU
03/16/11
51.7
38.9
5.93
30.8
12.4
0.77
14.2
5.17
--
NTU
09/21/11
40.1
140
64.9
280
10.3
2.18
64.9
3.41
--
NTU
03/21/12
88.2
54.9
8.27
15.5
6.71
4.33
6.57
4.51
24.9
NTU
09/20/12
257
30.2
82.8
90.0
85.1
16.7
163
6.46
--
NTU
03/20/13
107
93.6
71.4
89.5
5.15
1.74
5.25
1.08
4.20
NTU
09/18/13
66.1
>1000
27.2
60.7
72.4
19.3
192
25.3
--
NTU
03/27/14
2.18
47.4
1.67
99.4
1.66
1.48
36.5
2.02
2.83
NTU
09/18/14
0.75
65.4
0.58
1.80
1.41
0.55
4.41
0.63
--
NTU
03/18/15
71.3
28.5
61.2
23.1
31.8
2.43
43.2
3.15
12.1
NTU
09/23/15
21.8
3.77
21.9
3.72
26.3
0.34
9.15
8.69
--
NTU
03/15/16
3.21
8.53
1.77
25.4
26.5
0.46
17.8
1.78
1.65
NTU
09/21/16
8.72
5.92
1.97
24.5
11.3
1.93
18.6
1.60
--
NTU
03/21/17
11.1
2.29
0.64
20.3
7.68
0.78
12.5
1.27
(re -sample)
NTU
05/03/17
--
--
--
--
--
--
--
--
1.40
NTU
09/20/17
6.77
4.17
0.17
8.13
2.89
0.26
1.49
1.50
--
(verification event)
NTU
12/19/17
--
--
--
5.54
--
--
--
--
--
NTU
03/21/18
9.70
2.88
0.36
8.76
7.56
1.07
5.51
2.69
1.27
(verification event)
NTU
06/15/18
--
--
--
--
3.76
--
1.83
--
--
NTU
09/24/18
8.32
8.73
0.53
5.10
4.64
0.94
1.67
0.60
--
NTU
03/25/19
2.92
2.95
4.78
5.68
4.16
5.46
1.21
0.61
0.62
NTU
09/18/19
8.45
3.40
2.84
8.00
0.02
1.95
1.21
1.43
--
NTU
03/16/20
1.21
1.50
4.51
7.18
2.39
4.20
0.45
0.01
0.84
NTU
09/23/20
2.82
9.15
1.18
9.78
1.43
1.90
0.59
0.01
--
NTU
03/15/21
4.31
9.76
2.49
2.88
5.31
3.22
1.60
8.42
1.10
NTU
09/20/21
47.40
6.54
2.13
4.78
4.01
1.08
1.19
1.55
--
NTU
03/14/22
51.66
9.34
3.99
7.26
4.00
1.49
1.01
1.23
0.47
NTU
09/19/22
3.71
5.90
1.08
1.76
2.96
2.97
0.25
1.22
--
(re-sample)
NTU
11/09/22
2.83
4.78
2.84
5.48
3.44
--
3.18
--
--
NTU
03/20/23
2.27
109
3.43
2.65
0.97
4.36
1.21
1.63
0.21
2of3

July 2023
GL2014715721
TABLE 5
Summary of Field Parameters for MSW Monitoring Wells
Henderson County Closed MSW Landfill, Permit No. 45-01
Upgradient
Downgradient Compliance
Wells
Assessment Wells
TVA Well
Detected Monitoring Parameter
Units
Date
Compliance Well
MW-5
MW-6
MW-7
MW-8
AMWAS
AMW-1D
AMW-2S
AMW-2D
MW-9
Oxidation Reduction Potential (field)
mV
09/22/09
178.9
-30.3
76.2
132.5
20.5
39.0
30.4
88.8
--
mV
09/23/15
148.0
-26.1
90.7
103.1
18.8
42.9
69.5
36.2
--
mV
03/15/16
253.3
-32.9
52.4
-16.8
129.1
87.1
125.3
150.8
270.0
mV
09/21/16
318.0
-43.2
43.1
-26.6
121.7
77.8
60.9
56.0
--
mV
03/21/17
262.8
-38.6
378
75.9
133
-80.4
118.6
150.3
-59.0
(re -sample)
mV
05/03/17
--
--
--
--
--
--
--
--
464.2
mV
09/20/17
89.0
6.8
103.2
16.5
215.4
185.5
128.1
153.3
--
(verification event)
mV
12/19/17
--
--
--
-6.2
--
--
--
--
--
mV
03/21/18
359.3
73.9
337.5
-19.5
115.6
69.5
70.4
66.4
364.1
(verification event)
mV
06/15/18
--
--
--
--
248.5
--
362.1
--
--
mV
09/24/18
124.6
-55.2
55.6
5.2
67.4
-152.6
3.3
-16.8
--
mV
03/25/19
195.5
12.2
31.5
60.0
214.4
99.7
176.5
137.1
360.5
mV
09/18/19
192.4
-54.8
51.2
-35.5
150.0
54.2
93.9
80.2
--
mV
03/16/20
276.4
-169.3
241.4
153.8
145.3
94.9
125.7
133.2
271.0
mV
09/23/20
122.4
-75.5
41.4
-43.0
28.7
-110.9
2.4
-83.0
--
mV
03/15/21
223.7
24.9
91.7
-7.9
188.9
116.4
176.3
102.2
148.1
mV
09/20/21
197.7
-44.2
122.4
-66.6
242.8
136.7
192.4
159.9
--
mV
03/14/22
213.8
152.6
141.7
-27.1
112.1
93.8
233.5
282.2
298.5
mV
09/19/22
122.5
-102.1
134.7
-56.6
222.9
49.2
88.6
94.7
--
(re-sample)
mV
11/09/22
148.1
-6.1
142.5
-54.1
169.0
--
141.3
--
--
mV
03/20/23
40.7
27.3
115.1
-82.7
2.5
153.8
-11.3
160.6
62.0
Dissolved Oxygen (field)
mg/L
09/22/09
7.85
1.49
1.18
1.31
1.66
1.21
1.03
3.11
--
mg/L
09/23/15
7.30
1.70
1.08
0.78
4.80
0.33
0.64
4.21
--
mg/L
03/15/16
8.78
0.14
0.46
0.12
0.35
0.35
0.11
1.27
0.55
mg/L
09/21/16
7.41
0.39
1.59
1.09
2.45
1.17
0.80
2.36
--
mg/L
03/21/17
9.45
0.98
0.30
1.39
0.40
0.48
1.41
2.78
0.92
(re -sample)
mg/L
05/03/17
--
--
--
--
--
--
--
--
2.78
mg/L
09/20/17
2.21
1.39
0.72
1.07
4.48
1.26
0.39
1.15
--
(verification event)
mg/L
12/19/17
--
--
--
1.51
--
--
--
--
--
mg/L
03/21/18
6.59
0.27
0.49
1.04
0.15
1.28
0.25
1.04
1.44
(verification event)
mg/L
06/15/18
--
--
--
--
2.01
--
0.93
--
--
mg/L
09/24/18
7.37
0.15
0.18
0.59
3.3
1.49
2.25
2.61
--
mg/L
03/25/19
8.16
0.11
0.20
0.08
2.42
1.66
0.43
2.00
1.96
mg/L
09/18/19
7.28
3.66
1.47
0.71
1.00
0.45
1.44
1.83
--
mg/L
03/16/20
7.21
0.21
0.49
0.30
1.89
2.28
0.81
1.49
1.60
mg/L
09/23/20
8.30
0.12
0.70
0.05
2.47
0.58
1.35
1.41
--
mg/L
03/15/21
7.81
5.30
6.32
0.76
7.15
5.09
8.79
6.36
1.31
mg/L
09/20/21
6.80
0.29
1.05
0.85
1.30
0.47
0.82
6.40
--
mg/L
03/14/22
7.26
2.19
1.06
0.28
0.16
0.23
0.61
1.55
1.24
mg/L
09/19/22
7.69
0.20
0.14
0.31
3.09
0.50
0.26
1.40
--
(re-sample)
mg/L
11/09/22
8.37
0.19
0.17
0.18
1.23
--
0.60
--
--
mg/L
03/20/23
9.50
3.59
0.38
1.19
4.47
0.42
0.56
0.91
8.35
Notes: NTU = Nephelometric Turbidity Units
uS/cm = microsiemens per centimeter
S.U. = Standard Units
mg/L = milligrams per liter
mV = Millivolts
-- = no data available
1) Historical data prior to March 2009 provided by Henderson County and CDM.
3of3

July 2023
TABLE 6
GL2014715721
Summary of Detected Constituents in Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS
Reporting
Limit
BR-1 BR-2 BR-3 SW-1
TSW-1 TSW-2
Blanks
Antimony
ug/L
12/05/94
30
30
6
ND ND ND ND
-- --
--
Human Health = 640 ug/L
ug/L
02/14/95
30
30
6
ND ND -- ND
-- --
--
ug/L
04/03/95
30
30
6
ND ND ND ND
-- --
--
ug/L
10/30/95
30
30
6
ND ND ND ND
-- --
--
ug/L
04/08/96
30
30
6
-- -- -- ND
-- --
--
ug/L
10/24/96
30
30
6
ND ND ND ND
-- --
--
ug/L
04/15/97
30
30
6
ND ND ND 5
-- --
--
ug/L
10/29/97
30
30
6
18 ND ND ND
-- --
--
ug/L
05/14/98
--
--
6
ND ND ND ND
-- --
--
ug/L
11/11/98
--
--
6
ND ND ND ND
-- --
--
ug/L
06/04/99
--
--
6
ND -- ND ND
-- --
--
ug/L
10/29/99
--
--
6
ND -- ND ND
-- --
--
ug/L
04/20/00
--
--
6
ND -- ND ND
-- --
--
ug/L
11/07/00
--
--
6
-- -- ND ND
-- --
--
ug/L
10/16/01
30
30
6
ND -- ND ND
-- --
--
ug/L
04/24/02
30
30
6
ND -- ND ND
-- --
--
ug/L
10/01/02
30
30
6
ND -- ND ND
-- --
--
ug/L
04/09/03
30
30
6
ND -- ND ND
-- --
--
ug/L
10/20/03
30
30
6
ND ND ND ND
-- --
--
ug/L
03/24/04
30
30
6
ND ND ND ND
-- --
--
ug/L
10/27/04
30
30
6
ND ND ND ND
-- --
--
ug/L
05/25/05
30
30
6
ND ND ND ND
-- --
--
ug/L
10/04/05
30
30
6
ND ND ND ND
-- --
--
ug/L
04/25/06
30
30
6
ND ND ND ND
-- --
--
ug/L
10/04/06
30
30
6
ND ND ND ND
-- --
ND
ug/L
03/21/07
6.00
6.00
6
ND ND ND ND
-- --
ND
ug/L
10/02/07
0.05
6.00
6
ND ND ND ND
-- --
ND
ug/L
04/03/08
0.68
2.00
6
ND ND ND ND
-- --
ND
ug/L
10/29/08
0.68
2.00
6
ND -- ND ND
-- --
ND
ug/L
03/24/09
0.68
2.00
6
ND ND ND ND
-- --
ND
ug/L
09/22/09
0.073
2.00
6
ND ND ND ND
-- --
ND
ug/L
03/22/10
0.22
2.00
6
ND ND 0.521 J ND
-- --
ND
ug/L
09/23/10
0.22
2.00
6
ND ND ND ND
-- --
ND
ug/L
03/16/11
0.22
2.00
6
ND ND ND ND
-- --
ND
ug/L
09/21/11
0.22
2.00
6
ND ND ND ND
-- --
ND
ug/L
03/21/12
0.22
2.00
6
ND ND ND ND
-- --
ND
ug/L
09/20/12
0.22
2.00
6
ND ND ND ND
-- --
ND
ug/L
03/20/13
0.22
2.00
6
ND ND ND ND
-- --
ND
ug/L
09/18/13
0.22
2.00
6
ND ND ND ND
-- --
ND
ug/L
03/27/14
0.22
2.00
6
ND ND ND ND
-- --
ND
ug/L
09/18/14
0.22
2.00
6
ND ND ND ND
-- --
ND
ug/L
03/18/15
0.22
2.00
6
ND 0.681 J 0.230 J ND
-- --
ND
ug/L
09/23/15
0.22
2.00
6
ND ND ND ND
-- --
0.331 J
ug/L
03/15/16
0.22
2.00
6
ND 0.334 J ND ND
-- --
ND
ug/L
09/20/16
0.22
2.00
6
ND ND ND ND
-- --
ND
ug/L
03/21/17
0.22
2.00
6
ND ND ND ND
-- --
ND
ug/L
09/20/17
0.37
2.00
6
-- ND ND ND
-- --
ND
(Verification Event)
ug/L
10/02/17
0.37
2.00
6
ND -- -- --
-- --
ND
ug/L
03/21/18
0.37
5.00
6
ND ND ND ND
-- --
ND
ug/L
09/25/18
1.85
5.00
--
ND ND ND ND
-- --
ND
ug/L
03/26/19
0.74
2.00
--
ND ND ND ND
-- --
ND
ug/L
09/18/19
0.74
2.00
--
ND ND ND ND
-- --
ND
ug/L
03/16/20
0.74
2.00
--
ND ND ND ND
-- --
ND
ug/L
09/23/20
0.74
2.00
--
ND ND ND ND
-- --
ND
ug/L
03/16/21
0.74
2.00
--
ND ND ND ND
-- --
ND
ug/L
09/20/21
0.74
2.00
--
ND ND ND ND
-- --
ND
ug/L
03/14/22
0.74
2.00
--
ND ND ND ND
-- --
ND
ug/L
09/19/22
0.74
2.00
--
ND ND ND ND
-- --
ND
u /L
03/20/23
0.34
5.00
--
ND ND ND ND
-- --
ND
Arsenic
ug/L
12/05/94
10.0
10.0
10
ND ND ND ND
-- --
--
SW Standard
ug/L
02/14/95
10.0
10.0
10
ND ND -- ND
-- --
--
Acute: 340 ug/L
ug/L
04/03/95
10.0
10.0
10
ND ND ND ND
-- --
--
Chronic : 150 ug/L
ug/L
10/30/95
10.0
10.0
10
ND 12 ND ND
-- --
--
ug/L
04/08/96
10.0
10.0
10
-- -- -- ND
-- --
--
ug/L
10/24/96
--
--
10
ND ND ND ND
-- --
--
ug/L
04/15/97
--
--
10
ND ND ND ND
-- --
--
ug/L
10/29/97
--
--
10
19 ND ND ND
-- --
--
ug/L
05/14/98
--
--
10
ND ND ND ND
-- --
--
ug/L
11/11/98
--
--
10
ND ND ND ND
-- --
--
ug/L
06/04/99
--
--
10
ND -- ND ND
-- --
--
ug/L
10/29/99
--
--
10
ND -- ND ND
-- --
--
ug/L
04/20/00
--
--
10
ND -- ND ND
-- --
--
ug/L
11/07/00
--
--
10
-- -- ND ND
-- --
--
ug/L
10/16/01
--
--
10
ND -- ND ND
-- --
--
ug/L
04/24/02
--
--
10
ND -- ND ND
-- --
--
ug/L
10/01/02
--
--
10
ND -- ND ND
-- --
--
ug/L
04/09/03
10
10
10
ND -- ND ND
-- --
--
ug/L
10/20/03
10
10
10
ND ND ND ND
-- --
--
ug/L
03/24/04
10
10
10
ND ND ND ND
-- --
--
ug/L
10/27/04
10
10
10
ND ND 11.7 ND
-- --
--
ug/L
05/25/05
10
10
10
ND ND ND ND
-- --
--
ug/L
10/04/05
10
10
10
ND ND ND ND
-- --
--
ug/L
04/25/06
10
10
10
ND ND ND ND
-- --
--
ug/L
10/04/06
10
10
10
ND ND ND ND
-- --
ND
ug/L
03/21/07
10
10
10
ND ND 0.56 J 1.57 J
-- --
ND
ug/L
10/02/07
10
10
10
ND ND ND ND
-- --
ND
ug/L
04/03/08
10
10
10
ND ND 4.8 J 2.52 J
-- --
ND
ug/L
10/29/08
10
10
10
2.5 J -- 4.65 J 4.14 J
-- --
ND
ug/L
03/24/09
2.8
10
10
ND ND ND ND
-- --
ND
ug/L
09/22/09
2.8
10
10
4.69 B 2.94 B 3.11 B ND
-- --
2.90
ug/L
03/22/10
2.8
10
10
ND ND ND ND
-- --
ND
ug/L
09/23/10
2.8
10
10
ND ND ND ND
-- --
ND
ug/L
03/16/11
2.8
10
10
ND ND ND ND
-- --
ND
ug/L
09/21/11
2.8
10
10
ND ND 4.96 J ND
-- --
ND
ug/L
03/21/12
2.8
10
10
ND 4.18 J ND ND
-- --
ND
ug/L
09/20/12
2.8
10
10
ND ND ND ND
-- --
3.27
ug/L
03/20/13
2.8
10
10
ND ND ND ND
-- --
ND
ug/L
09/18/13
5.4
10
10
ND ND ND ND
-- --
ND
ug/L
03/27/14
5.4
10
10
ND ND ND ND
-- --
ND
ug/L
09/18/14
5.4
10
10
ND ND ND ND
-- --
ND
ug/L
03/18/15
5.4
10
10
ND ND ND ND
-- --
ND
ug/L
09/23/15
5.4
10
10
ND ND ND ND
-- --
ND
ug/L
03/15/16
5.4
10
10
ND ND ND ND
-- --
ND
ug/L
09/20/16
6.8
10
10
ND ND ND ND
-- --
ND
ug/L
03/21/17
6.8
10
10
ND 9.55 B ND ND
-- --
9.82 J
ug/L
09/20/17
6.8
10
10
-- ND ND ND
-- --
ND
(Verification Event)
ug/L
10/02/17
6.8
10
10
ND -- -- --
-- --
ND
ug/L
03/21/18
6.8
10
10
ND 7.70 J ND ND
-- --
ND
ug/L
09/25/18
7.6
10
--
ND ND ND ND
-- --
ND
ug/L
03/26/19
7.6
10
--
ND ND ND ND
-- --
ND
ug/L
09/18/19
7.6
10
--
ND ND ND ND
-- --
ND
ug/L
03/16/20
7.6
10
--
ND ND ND ND
-- --
ND
ug/L
09/23/20
7.6
10
--
ND ND ND ND
-- --
ND
ug/L
03/16/21
7.6
10
--
ND ND 78.5 ND
-- --
ND
(Verification Event)
ug/L
06/15/21
7.6
10
--
ND ND ND ND
-- --
ND
ug/L
09/20/21
7.6
10
--
ND ND ND ND
-- --
ND
ug/L
03/14/22
7.6
10
--
ND ND ND ND
-- --
ND
ug/L
09/19/22
7.6
10
--
ND ND ND ND
-- --
ND
u /L
03/20/23
6.4
20
--
ND ND ND ND
-- --
ND

July 2023
TABLE 6
GL2014715721
Summary of Detected Constituents in Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS
Reporting
Limit
BR-1
BR-2
BR-3
SW-1
TSW-1
TSW-2
Blanks
Barium
ug/L
12/05/94
500
500
100
ND
ND
ND
ND
--
--
--
Human Health = 200000 ug/L
ug/L
02/14/95
500
500
100
131
ND
--
ND
--
--
--
ug/L
04/03/95
500
500
100
ND
ND
ND
ND
--
--
--
ug/L
10/30/95
500
500
100
ND
ND
ND
ND
--
--
--
ug/L
04/08/96
500
500
100
--
--
--
ND
--
--
--
ug/L
10/24/96
--
--
100
ND
ND
ND
ND
--
--
--
ug/L
04/15/97
--
--
100
130
220
ND
ND
--
--
--
ug/L
10/29/97
--
--
100
400
ND
ND
ND
--
--
--
ug/L
05/14/98
--
--
100
ND
ND
ND
ND
--
--
--
ug/L
11/11/98
--
--
100
ND
ND
ND
ND
--
--
--
ug/L
06/04/99
--
--
100
ND
--
ND
ND
--
--
--
ug/L
10/29/99
--
--
100
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
100
ND
--
ND
ND
--
--
--
ug/L
11/07/00
--
--
100
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
100
ND
--
111
ND
--
--
--
ug/L
04/24/02
--
--
100
ND
--
ND
ND
--
--
--
ug/L
10/01 /02
--
--
100
ND
--
ND
ND
--
--
--
ug/L
04/09/03
500
500
100
ND
--
ND
ND
--
--
--
ug/L
10/20/03
500
500
100
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
500
500
100
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
500
500
100
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
500
500
100
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
500
500
100
ND
4310
ND
ND
--
--
--
ug/L
04/25/06
500
500
100
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
500
500
100
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
500
500
100
22.7
J
193
342
36.3 J
--
--
ND
ug/L
10/02/07
500
500
100
77.5
B
266
697
42.2 B
--
--
16.1
ug/L
04/03/08
500
500
100
64.6
J
171
504
47.9 B
--
--
10.1
ug/L
10/29/08
500
500
100
78.6
B
--
732
B
65.1 B
--
--
ND
ug/L
03/24/09
4.2
10
100
73.2
J
273
575
42.1 J
--
--
ND J
ug/L
09/22/09
1.0
10
100
75.6
J
130
253
64.8 J
--
--
ND
ug/L
03/22/10
1.0
10
100
62.7
J
144
83.3
J
58.1 J
--
--
1.54
ug/L
09/23/10
1.0
10
100
45.6
J
163
361
26.1 J
--
--
ND
ug/L
03/16/11
1.0
10
100
89.8
J
265
199
63.2 J
--
--
ND
ug/L
09/21/11
1.0
10
100
65.3
J
200
253
52.5 J
--
--
ND
ug/L
03/21/12
1.0
10
100
46.2
J
240
323
38.0 J
--
--
ND
ug/L
09/20/12
1.0
10
100
70.1
J
219
439
43.4 J
--
--
ND
ug/L
03/20/13
1.0
10
100
41.8
J
171
194
42.0 J
--
--
1.34
ug/L
09/18/13
1.0
10
100
49.8
J
220
162
35.1 J
--
--
1.08 J
ug/L
03/27/14
1.0
10
100
53.9
J
168
183
47.2 J
--
--
ND
ug/L
09/18/14
1.0
10
100
25.0
J
128
185
30.2 J
--
--
1.96 J
ug/L
03/18/15
1.0
10
100
49.7
J
251
169
41.0 J
--
--
ND
ug/L
09/23/15
1.0
10
100
69.6
J
120
186
19.0 B
--
--
4.08
ug/L
03/15/16
1.0
10
100
51.1
J
182
128
44.8 J
--
--
ND
ug/L
09/20/16
1.0
10
100
17.6
J
131
177
24.7 J
--
--
ND
ug/L
03/21/17
1.0
10
100
32.8
J
219
223
25.9 J
--
--
ND
ug/L
09/20/17
1.0
10
100
--
363
150
35.5 J
--
--
ND
(Verification Event)
ug/L
10/02/17
1.0
10
100
32.7
J
--
--
--
--
--
ND
ug/L
03/21/18
1.0
10
100
35.0
J
195
116
41.9 J
--
--
ND
ug/L
09/25/18
1.1
10
--
34.1
185
115
31.2
--
--
ND
ug/L
03/26/19
1.1
10
--
47.9
171
72.6
44.4
--
--
ND
ug/L
09/18/19
1.1
10
--
38.1
168
103
29.6
--
--
3.97 J
ug/L
03/16/20
1.1
10
--
35.7
165
88.2
41.8
--
--
ND
ug/L
09/23/20
1.1
10
--
49.8
206
222
39.0
--
--
ND
ug/L
03/16/21
1.1
10
--
92.0
125
53.2
58.1
--
--
ND
ug/L
09/20/21
1.1
10
--
34.8
246
281
31.5
--
--
ND
ug/L
03/14/22
1.1
10
--
40.2
186
205
39.8
--
--
ND
ug/L
09/19/22
1.1
10
--
64.5
190
338
38.7
--
--
ND
u /L
03/20/23
4.4
10
--
29.3
178
219
35.0
--
--
ND
Beryllium
ug/L
12/05/94
2.00
2.00
1
ND
ND
ND
ND
--
--
--
SW Standard
ug/L
02/14/95
2.00
2.00
1
ND
ND
--
ND
--
--
--
Acute = 65 ug/L
ug/L
04/03/95
2.00
2.00
1
ND
ND
ND
ND
--
--
--
Chronic = 6.5 ug/L
ug/L
10/30/95
2.00
2.00
1
ND
ND
ND
ND
--
--
--
ug/L
04/08/96
2.00
2.00
1
--
--
--
ND
--
--
--
ug/L
10/24/96
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/15/97
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/29/97
--
--
1
9
ND
ND
ND
--
--
--
ug/L
05/14/98
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
11/11/98
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
06/04/99
--
--
1
ND
--
ND
ND
--
--
--
ug/L
10/29/99
--
--
1
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
1
ND
--
ND
ND
--
--
--
ug/L
11/07/00
--
--
1
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
1
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
1
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
1
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
1
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
2.00
2.00
1
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
2.00
2.00
1
ND
4.07
ND
ND
--
--
--
ug/L
04/25/06
2.00
2.00
1
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
2.00
2.00
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
2.00
2.00
1
ND
ND
ND
ND
--
--
ND
ug/L
10/02/07
2.00
2.00
1
1.97
B
2.28 B
3.9
B
1.97 B
--
--
6.01
ug/L
04/03/08
2.00
2.00
1
1.93
5.01
2.80
2.73
--
--
ND
ug/L
10/29/08
2.00
2.00
1
6.46
B
--
10.2
B
7.9 B
--
--
ND
ug/L
03/24/09
0.08
1.00
1
ND
ND
1.01
ND
--
--
ND
ug/L
09/22/09
0.10
1.00
1
ND
ND
0.656
J
ND
--
--
ND
ug/L
03/22/10
0.10
1.00
1
ND
ND
0.318
J
ND
--
--
ND
ug/L
09/23/10
0.10
1.00
1
ND
ND
0.820
J
ND
--
--
ND
ug/L
03/16/11
0.10
1.00
1
ND
ND
0.543
J
ND
--
--
ND
ug/L
09/21/11
0.10
1.00
1
ND
ND
0.362
J
ND
--
--
ND
ug/L
03/21/12
0.10
1.00
1
ND
ND
0.736
J
ND
--
--
ND
ug/L
09/20/12
0.10
1.00
1
ND
ND
0.694
J
ND
--
--
ND
ug/L
03/20/13
0.10
1.00
1
ND
ND
0.227
J
ND
--
--
ND
ug/L
09/18/13
0.10
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
03/27/14
0.10
1.00
1
ND
ND
0.222
J
ND
--
--
ND
ug/L
09/18/14
0.10
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
03/18/15
0.10
1.00
1
ND
ND
0.163
J
ND
--
--
ND
ug/L
09/23/15
0.10
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
03/15/16
0.10
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
0.10
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
0.10
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
09/20/17
0.13
1.00
1
--
ND
ND
ND
--
--
ND
(Verification Event)
ug/L
10/02/17
0.13
1.00
1
0.173
B
--
--
--
--
--
0.233 J
ug/L
03/21/18
0.13
1.00
1
ND
ND
0.174
J
ND
--
--
ND
ug/L
09/25/18
0.16
1.00
--
ND
ND
ND
ND
--
--
ND
ug/L
03/26/19
0.16
1.00
--
ND
ND
0.191
J
ND
--
--
ND
ug/L
09/18/19
0.16
1.00
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
0.16
1.00
--
ND
ND
ND
ND
--
--
ND
ug/L
09/23/20
0.16
1.00
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/21
0.16
1.00
--
0.248
J
ND
ND
ND
--
--
ND
ug/L
09/20/21
0.16
1.00
--
ND
ND
0.170
J
ND
--
--
ND
ug/L
03/14/22
0.16
1.00
--
ND
ND
1.35
ND
--
--
ND
ug/L
09/19/22
0.16
1.00
--
ND
ND
2.05
ND
--
--
ND
u /L
03/20/23
0.30
4.00
--
0.590
B
0.530 B
0.930
B
0.570 BI
0.640 1

July 2023
TABLE 6
GL2014715721
Summary of Detected Constituents in Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS
Reporting
Limit
BR-1
BR-2
BR-3
SW-1
TSW-1
TSW-2
Blanks
Cadmium
ug/L
12/05/94
1.00
1.00
1
ND
ND
ND
ND
--
--
--
SW Standard
ug/L
02/14/95
1.00
1.00
1
ND
ND
--
ND
--
--
--
Fresh Water Acute (ug/L)
ug/L
04/03/95
1.00
1.00
1
ND
ND
ND
ND
--
--
--
BR-1 = 3.60
ug/L
10/30/95
1.00
1.00
1
ND
ND
ND
ND
--
--
--
BR-2 = 2.76
ug/L
04/08/96
1.00
1.00
1
--
--
--
ND
--
--
--
BR-3 = 2.28
ug/L
10/24/96
--
--
1
ND
ND
ND
ND
--
--
--
SW-1 = 3.35
ug/L
04/15/97
--
--
1
ND
ND
ND
ND
--
--
--
Fresh Water Chronic (ug/L)
ug/L
10/29/97
--
--
1
11
ND
ND
ND
--
--
--
BR-1 = 0.54
ug/L
05/14/98
--
--
1
ND
ND
ND
ND
--
--
--
BR-2 = 0.43
ug/L
11/11/98
--
--
1
ND
ND
ND
ND
--
--
--
BR-3 = 0.36
ug/L
06/04/99
--
--
1
ND
--
ND
ND
--
--
--
SW-1 = 0.51
ug/L
10/29/99
--
--
1
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
1
1.5
--
1.7
1.2
--
--
--
ug/L
11/07/00
--
--
1
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
1
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
1
1.5
--
1.2
1.5
--
--
--
ug/L
10/01/02
--
--
1
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
1
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
1.00
1.00
1
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
1.00
1.00
1
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
1.00
1.00
1
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
1.00
1.00
1
ND
111
ND
ND
--
--
--
ug/L
04/25/06
1.00
1.00
1
ND
ND
1.15
1.03
--
--
--
ug/L
10/04/06
1.00
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
1.00
1.00
1
1.42
J
2.71
J
1.36
J
0.51 J
--
--
ND
ug/L
10/02/07
1.00
1.00
1
ND
ND
1.31
ND
--
--
ND
ug/L
04/03/08
1.00
1.00
1
ND
ND
1.10
ND
--
--
ND
ug/L
10/29/08
1.00
1.00
1
ND
--
1.83
ND
--
--
ND
ug/L
03/24/09
0.09
1.00
1
ND
ND
1.12
ND
--
--
ND
ug/L
09/22/09
0.36
1.00
1
ND
ND
0.716
J
ND
--
--
ND
ug/L
03/22/10
0.36
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
09/23/10
0.36
1.00
1
ND
ND
0.487
J
ND
--
--
ND
ug/L
03/16/11
0.36
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
09/21/11
0.36
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/12
0.36
1.00
1
ND
ND
0.468
J
ND
--
--
ND
ug/L
09/20/12
0.36
1.00
1
ND
ND
0.691
J
ND
--
--
ND
ug/L
03/20/13
0.36
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
09/18/13
0.36
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
03/27/14
0.36
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
09/18/14
0.36
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
03/18/15
0.36
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
09/23/15
0.36
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
03/15/16
0.36
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
0.36
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
0.36
1.00
1
ND
ND
ND
ND
--
--
0.591 J
ug/L
09/20/17
0.36
1.00
1
--
ND
ND
ND
--
--
ND
(Verification Event)
ug/L
10/02/17
0.36
1.00
1
ND
--
--
--
--
--
ND
ug/L
03/21/18
0.36
1.00
1
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
0.36
1.00
--
ND
ND
ND
ND
--
--
ND
ug/L
43550.00
0.36
1.00
--
ND
ND
ND
ND
--
--
ND
ug/L
09/18/19
0.36
1.00
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
0.36
1.00
--
ND
ND
ND
ND
--
--
ND
ug/L
09/23/20
0.36
1.00
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/21
0.36
1.00
--
ND
ND
ND
ND
--
--
ND
ug/L
09/20/21
0.36
1.00
--
ND
ND
ND
ND
--
--
ND
ug/L
03/14/22
0.36
1.00
--
ND
ND
ND
ND
--
--
ND
ug/L
09/19/22
0.36
1.00
--
ND
ND
ND
ND
--
--
ND
u /L
03/20/23
0.44
5.00
--
ND
ND
1.07
J
ND
--
--
ND
Chromium
ug/L
12/05/94
10.0
10.0
10
ND
ND
ND
ND
--
--
--
SW Standard
ug/L
02/14/95
10.0
10.0
10
ND
ND
--
ND
--
--
--
Fresh Water Acute (ug/L)
ug/L
04/03/95
10.0
10.0
10
ND
ND
ND
ND
--
--
--
BR-1 = 737.34
ug/L
10/30/95
10.0
10.0
10
ND
ND
ND
ND
--
--
--
BR-2 = 574.43
ug/L
04/08/96
10.0
10.0
10
--
--
--
ND
--
--
--
BR-3 = 479.45
ug/L
10/24/96
10.0
10.0
10
ND
ND
ND
ND
--
--
--
SW-1 = 688.49
ug/L
04/15/97
--
--
10
ND
ND
ND
ND
--
--
--
Fresh Water Chronic (ug/L)
ug/L
10/29/97
--
--
10
10
1
ND
ND
--
--
--
BR-1 = 95.91
ug/L
05/14/98
--
--
10
ND
ND
ND
ND
--
--
--
BR-2 = 74.72
ug/L
11/11/98
--
--
10
ND
ND
ND
ND
--
--
--
BR-3 = 62.37
ug/L
06/04/99
--
--
10
ND
--
ND
ND
--
--
--
SW-1 = 89.56
ug/L
10/29/99
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
10
ND
--
ND
ND
--
--
--
ug/L
11/07/00
--
--
10
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
10
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
10
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
10.0
10.0
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
10.0
10.0
10
ND
ND
ND
ND
--
--
--
ug/L
04/25/06
10.0
10.0
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
10.0
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
10.0
10.0
10
1.44
J
3.02
J
2.38
J
2.86 J
--
--
ND
ug/L
10/02/07
10.0
10.0
10
5.39
B
5.08
B
4.58
B
4.07 B
--
--
3.67
ug/L
04/03/08
10.0
10.0
10
5.05
B
4.06
B
4.06
B
3.31 B
--
--
2.94
ug/L
10/29/08
10.0
10.0
10
6.96
B
--
6.34
B
6.10 B
--
--
ND
ug/L
03/24/09
0.7
10.0
10
2.0
J
3.4
J
1.9
J
1.4 J
--
--
ND
ug/L
09/22/09
1.0
10.0
10
ND
1.83
J
ND
ND
--
--
ND
ug/L
03/22/10
1.0
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/23/10
1.0
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/16/11
1.0
10.0
10
2.21
J
3.97
J
2.42
J
1.64 J
--
--
ND
ug/L
09/21/11
1.0
10.0
10
1.29
J
3.44
J
1.78
J
1.06 J
--
--
ND
ug/L
03/21/12
1.0
10.0
10
1.39
J
2.21
J
2.19
J
1.10 J
--
--
ND
ug/L
09/20/12
1.0
10.0
10
ND
1.93
J
1.38
J
ND
--
--
ND
ug/L
03/20/13
1.4
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/18/13
1.4
10.0
10
ND
1.92
J
ND
ND
--
--
ND
ug/L
03/27/14
1.4
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/18/14
1.4
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/18/15
1.4
10.0
10
ND
2.23
J
ND
ND
--
--
ND
ug/L
09/23/15
1.4
10.0
10
2.11
J
ND
ND
ND
--
--
ND
ug/L
03/15/16
1.4
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
1.4
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
1.4
10.0
10
ND
ND
ND
2.62 J
--
--
ND
ug/L
09/20/17
1.4
10.0
10
--
1.88
J
ND
ND
--
--
ND
(Verification Event)
ug/L
10/02/17
1.4
10.0
10
ND
--
--
--
--
--
ND
ug/L
03/21/18
1.4
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
1.4
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/26/19
1.4
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/18/19
1.4
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
1.4
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/23/20
1.4
10.0
--
2.31
J
3.34
J
3.34
J
1.73 J
--
--
ND
ug/L
03/16/21
1.4
10.0
--
2.43
J
2.37
J
ND
1.64 J
--
--
ND
ug/L
09/20/21
1.4
10.0
--
1.66
J
2.38
J
ND
ND
--
--
ND
ug/L
03/14/22
1.4
10.0
--
ND
2.78
J
2.02
J
1.66 J
--
--
ND
ug/L
09/19/22
1.4
10.0
--
2.07
J
2.07
J
2.45
J
2.48 J
--
--
ND
u /L
03/20/23
1.1
10.0
--
ND
ND
ND
ND
--
--
ND

July 2023
TABLE 6
GL2014715721
Summary of Detected Constituents in Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS
Reporting
Limit
BR-1
BR-2
BR-3
SW-1
TSW-1
TSW-2
Blanks
Cobalt
ug/L
12/05/94
10.0
10.0
10
ND
ND
ND
ND
--
--
No SW Standard
ug/L
02/14/95
10.0
10.0
10
11
ND
--
ND
--
--
--
ug/L
04/03/95
10.0
10.0
10
ND
ND
ND
ND
--
--
--
ug/L
10/30/95
10.0
10.0
10
ND
ND
ND
ND
--
--
--
ug/L
04/08/96
10.0
10.0
10
--
--
--
ND
--
--
--
ug/L
10/24/96
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
04/15/97
--
--
10
4
1
ND
ND
--
--
--
ug/L
10/29/97
--
--
10
--
--
--
--
--
--
--
ug/L
05/14/98
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
11/11/98
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
06/04/99
--
--
10
ND
--
ND
ND
--
--
--
ug/L
10/29/99
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
10
ND
--
ND
ND
--
--
--
ug/L
11/07/00
--
--
10
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
10
ND
--
10.7
ND
--
--
--
ug/L
10/01/02
--
--
10
ND
--
10.7
ND
--
--
--
ug/L
04/09/03
10.0
10.0
10
ND
--
ND
ND
--
--
--
ug/L
10/20/03
10.0
10.0
10
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
10.0
10.0
10
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
10.0
10.0
10
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
10.0
10.0
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
10.0
10.0
10
ND
ND
ND
ND
--
--
--
ug/L
04/25/06
10.0
10.0
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
10.0
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
10.0
10.0
10
2.52
J
3.56
J
4.76
J
ND
--
--
ND
ug/L
10/02/07
10.0
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
04/03/08
10.0
10.0
10
ND
5.32
J
3.66
J
ND
--
--
ND
ug/L
10/29/08
10.0
10.0
10
7.54
J
--
7.90
J
ND
--
--
ND
ug/L
03/24/09
0.6
10.0
10
3.9
J
4.8
J
4.8
J
1.0 J
--
--
ND
ug/L
09/22/09
1.1
10.0
10
1.21
J
5.16
J
1.90
J
ND
--
--
ND
ug/L
03/22/10
1.1
10.0
10
3.17
J
6.20
J
1.39
J
2.71 J
--
--
ND
ug/L
09/23/10
1.1
10.0
10
2.38
J
5.61
J
3.38
J
ND
--
--
ND
ug/L
03/16/11
1.1
10.0
10
1.94
J
5.87
J
1.82
J
1.85 J
--
--
ND
ug/L
09/21/11
1.1
10.0
10
3.22
J
9.89
J
3.13
J
2.29 J
--
--
ND
ug/L
03/21/12
1.1
10.0
10
2.44
J
8.93
J
2.84
J
1.71 J
--
--
ND
ug/L
09/20/12
1.1
10.0
10
2.52
J
8.43
J
3.31
J
1.12 J
--
--
ND
ug/L
03/20/13
1.1
10.0
10
1.77
J
3.49
J
2.03
J
ND
--
--
ND
ug/L
09/18/13
1.1
10.0
10
3.01
J
3.55
J
1.19
J
1.19 J
--
--
ND
ug/L
03/27/14
1.1
10.0
10
3.47
J
4.19
J
2.75
J
2.45 J
--
--
ND
ug/L
09/18/14
1.1
10.0
10
ND
1.96
J
1.58
J
ND
--
--
ND
ug/L
03/18/15
1.1
10.0
10
2.58
J
5.51
J
2.75
J
1.62 J
--
--
ND
ug/L
09/23/15
1.1
10.0
10
6.17
J
ND
ND
ND
--
--
ND
ug/L
03/15/16
1.1
10.0
10
2.67
J
3.70
J
2.22
J
1.70 J
--
--
ND
ug/L
09/20/16
1.1
10.0
10
ND
1.29
J
1.84
J
ND
--
--
ND
ug/L
03/21/17
1.1
10.0
10
ND
3.58
J
3.18
J
ND
--
--
ND
ug/L
09/20/17
1.1
10.0
10
--
8.77
J
1.50
J
ND
--
--
ND
(Verification Event)
ug/L
10/02/17
1.1
10.0
10
ND
--
--
--
--
--
ND
ug/L
03/21/18
1.1
10.0
10
1.68
J
4.02
J
2.30
J
ND
--
--
ND
ug/L
09/25/18
1.4
10.0
--
ND
2.52
J
ND
ND
--
--
ND
ug/L
03/26/19
1.4
10.0
--
2.97
J
3.60
J
ND
1.83 J
--
--
ND
ug/L
09/18/19
1.4
10.0
--
ND
1.55
J
1.45
J
ND
--
--
ND
ug/L
03/16/20
1.4
10.0
--
ND
2.60
J
ND
ND
--
--
ND
ug/L
09/23/20
1.4
10.0
--
3.00
J
2.93
J
2.91
J
1.59 J
--
--
ND
ug/L
03/16/21
1.4
10.0
--
1.90
J
3.46
J
1.89
J
1.72 J
--
--
ND
ug/L
09/20/21
1.4
10.0
--
ND
2.39
J
1.42
J
ND
--
--
ND
ug/L
03/14/22
1.4
10.0
--
ND
2.20
J
2.85
J
ND
--
--
ND
ug/L
09/19/22
1.4
10.0
--
2.84
J
1.84
J
3.81
J
ND
--
--
ND
u /L
03/20/23
1.4
10.0
--
ND
2.36
J
3.22
J
ND
--
--
ND
Copper
ug/L
12/05/94
200
200
10
ND
ND
ND
ND
--
--
--
SW Standards
ug/L
02/14/95
200
200
10
ND
ND
--
ND
--
--
--
Fresh Water Acute (ug/L)
ug/L
04/03/95
200
200
10
ND
ND
ND
ND
--
--
--
BR-1 = 18.08
ug/L
10/30/95
200
200
10
ND
ND
ND
ND
--
--
--
BR-2 = 13.57
ug/L
04/08/96
200
200
10
--
--
--
ND
--
--
--
BR-3 = 11.02
ug/L
10/24/96
200
200
10
ND
ND
ND
ND
--
--
--
SW-1 = 16.71
ug/L
04/15/97
200
200
10
ND
ND
ND
ND
--
--
--
Fresh Water Chronic (ug/L)
ug/L
10/29/97
200
200
10
ND
--
ND
ND
--
--
--
BR-1 = 11.72
ug/L
05/14/98
200
200
10
ND
ND
ND
ND
--
--
--
BR-2 = 9.03
ug/L
11/11/98
200
200
10
ND
ND
ND
ND
--
--
--
BR-3 = 7.48
ug/L
06/04/99
--
--
10
ND
--
ND
ND
--
--
--
SW-1 = 10.91
ug/L
10/29/99
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
10
ND
--
ND
ND
--
--
--
ug/L
11/07/00
--
--
10
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
10
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
10
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
200
200
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
200
200
10
ND
ND
ND
ND
--
--
--
ug/L
04/25/06
200
200
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
200
200
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
200
200
10
4.32
J
4.93
J
3.97
J
4.23 J
--
--
ND
ug/L
10/02/07
200
200
10
5.94
B
6.24
B
5.64
B
6.01 B
--
--
6.41
ug/L
04/03/08
200
200
10
4.96
B
4.27
B
4.53
B
5.38 B
--
--
4.46
ug/L
10/29/08
200
200
10
6.95
B
--
5.85
B
10.3 B
--
--
ND
ug/L
03/24/09
0.81
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/22/09
1.6
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/22/10
1.6
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/23/10
1.6
10.0
10
ND
ND
2.15
J
ND
--
--
ND
ug/L
03/16/11
1.6
10.0
10
9.17
J
ND
4.73
J
2.13 J
--
--
ND
ug/L
09/21/11
1.6
10.0
10
ND
3.90
J
2.35
J
ND
--
--
ND
ug/L
03/21/12
1.6
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/20/12
1.6
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/20/13
1.6
10.0
10
ND
ND
1.60
J
ND
--
--
ND
ug/L
09/18/13
1.6
10.0
10
5.72
J
ND
ND
ND
--
--
ND
ug/L
03/27/14
1.6
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/18/14
1.6
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/18/15
1.6
10.0
10
ND
ND
ND
ND
--
--
1.74
ug/L
09/23/15
1.6
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/15/16
1.6
10.0
10
ND
ND
ND
ND
--
--
2.01
ug/L
09/20/16
1.6
10.0
10
1.61
B
ND
2.27
B
ND
--
--
3.37 J
ug/L
03/21/17
1.6
10.0
10
ND
ND
ND
ND
--
--
1.97 J
ug/L
09/20/17
1.6
10.0
10
--
ND
ND
ND
--
--
ND
(Verification Event)
ug/L
10/02/17
1.6
10.0
10
2.89
B
--
--
--
--
--
2.75 J
ug/L
03/21/18
1.6
10.0
10
ND
ND
ND
ND
--
--
1.87 J
ug/L
09/25/18
1.6
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/26/19
1.6
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/18/19
1.6
10.0
--
ND
ND
2.45
B
2.23 B
--
--
5.73 J
ug/L
03/16/20
1.6
10.0
--
2.11
B
1.69
B
2.11
B
ND
--
--
2.00 J
ug/L
09/23/20
1.6
10.0
--
ND
ND
ND
ND
--
--
2.42 J
ug/L
03/16/21
1.6
10.0
--
8.00
J
ND
ND
2.39 J
--
--
ND
ug/L
09/20/21
1.6
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/14/22
1.6
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/19/22
1.6
10.0
--
ND
ND
ND
ND
--
--
1.85
u /L
03/20/23
3.2
20.0
--
ND
ND
ND
ND
--
--
ND

July 2023
TABLE 6
GL2014715721
Summary of Detected Constituents in Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS
Reporting
Limit
BR-1
BR-2
BR-3
SW-1
TSW-1
TSW-2
Blanks
Lead
ug/L
12/05/94
10.0
10.0
10
ND
38
8
7
--
--
--
SW Standards*
ug/L
02/14/95
10.0
10.0
10
ND
5
--
7
--
--
--
Fresh Water Acute (ug/L)
ug/L
04/03/95
10.0
10.0
10
ND
ND
ND
ND
--
--
--
BR-1 = 90.83
ug/L
10/30/95
10.0
10.0
10
ND
ND
ND
ND
--
--
--
BR-2 = 65.28
ug/L
04/08/96
10.0
10.0
10
--
--
--
ND
--
--
--
BR-3 = 51.30
ug/L
10/24/96
10.0
10.0
10
ND
110
ND
ND
--
--
--
SW-1 = 82.98
ug/L
04/15/97
10.0
10.0
10
ND
ND
ND
ND
--
--
--
Fresh Water Chronic (ug/L)
ug/L
10/29/97
--
--
10
28
ND
ND
ND
--
--
--
BR-1 = 3.54
ug/L
05/14/98
--
--
10
ND
ND
ND
ND
--
--
--
BR-2 = 2.54
ug/L
11/11/98
--
--
10
ND
ND
ND
ND
--
--
--
BR-3 = 2.00
ug/L
06/04/99
--
--
10
ND
--
ND
ND
--
--
--
SW-1 = 3.23
ug/L
10/29/99
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
10
ND
--
ND
ND
--
--
--
ug/L
11/07/00
--
--
10
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
10
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
10
18.5
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
10
ND
ND
ND
ND
--
--
-- J
ug/L
03/24/04
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
--
--
10
ND
ND
11.6
ND
--
--
--
ug/L
05/25/05
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
10.0
10.0
10
ND
242
ND
ND
--
--
--
ug/L
04/25/06
10.0
10.0
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
10.0
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
10.0
10.0
10
ND
1.56
J
ND
ND
--
--
ND
ug/L
10/02/07
10.0
10.0
10
0.49
B
0.65
B
0.46
B
0.49 B
--
--
0.49 J
ug/L
04/03/08
10.0
10.0
10
5.13
J
7.36
J
ND
ND
--
--
ND
ug/L
10/29/08
10.0
10.0
10
6.36
B
--
7.18
B
10.1 B
--
--
ND
ug/L
03/24/09
1.6
10.0
10
2.8
J
3.9
J
3.8
J
2.1 J
--
--
ND
ug/L
09/22/09
1.9
10.0
10
ND
2.33
J
ND
ND
--
--
ND
ug/L
03/22/10
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/23/10
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/16/11
1.9
10.0
10
4.31
J
2.33
J
3.29
J
ND
--
--
ND
ug/L
09/21/11
1.9
10.0
10
ND
8.03
J
2.33
J
ND
--
--
ND
ug/L
03/21/12
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/20/12
1.9
10.0
10
3.64
B
ND
2.28
B
3.19 B
--
--
2.70 J
ug/L
03/20/13
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/18/13
2.1
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/27/14
2.1
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/18/14
2.1
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/18/15
2.1
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/23/15
2.1
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/15/16
2.1
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
3.1
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
3.1
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/20/17
3.1
10.0
10
--
5.42
J
ND
3.29 J
--
--
ND
(Verification Event)
ug/L
10/02/17
3.1
10.0
10
ND
--
--
--
--
--
ND
ug/L
03/21/18
3.1
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
3.1
10.0
--
ND
ND
ND
ND
--
--
8.83 J
ug/L
03/26/19
3.1
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/18/19
3.1
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
3.1
10.0
--
ND
3.14
J
ND
ND
--
--
ND
ug/L
09/23/20
3.1
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/21
3.1
10.0
--
24.9
3.75
J
5.86
J
10.0
--
--
ND
(Verification Event)
ug/L
06/15/21
3.1
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/20/21
3.1
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/14/22
3.1
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/19/22
3.1
10.0
--
ND
ND
ND
ND
--
--
ND
u /L
03/20/23
6.6
10.0
--
ND
ND
ND
ND
--
--
ND
Nickel
ug/L
12/05/94
50
50
50
ND
ND
ND
ND
--
--
--
SW Standards
ug/L
02/14/95
50
50
50
ND
ND
--
ND
--
--
--
Fresh Water Acute (ug/L)
ug/L
04/03/95
50
50
50
ND
ND
ND
ND
--
--
--
BR-1 = 611.13
ug/L
10/30/95
50
50
50
ND
ND
ND
ND
--
--
--
BR-2 = 472.19
ug/L
04/08/96
--
--
50
--
--
--
ND
--
--
--
BR-3 = 391.78
ug/L
10/24/96
--
--
50
ND
ND
ND
ND
--
--
--
SW-1 = 569.35
ug/L
04/15/97
--
--
50
ND
ND
ND
ND
--
--
--
Fresh Water Chronic (ug/L)
ug/L
10/29/97
--
--
50
ND
--
ND
ND
--
--
--
BR-1 = 67.88
ug/L
05/14/98
--
--
50
ND
ND
ND
ND
--
--
--
BR-2 = 52.45
ug/L
11/11/98
--
--
50
ND
ND
ND
ND
--
--
--
BR-3 = 43.51
ug/L
06/04/99
--
--
50
ND
--
ND
ND
--
--
--
SW-1 = 63.24
ug/L
10/29/99
--
--
50
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
50
ND
--
ND
ND
--
--
--
ug/L
11/07/00
--
--
50
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
50
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
50
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
50
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
50
ND
--
ND
ND
--
--
--
ug/L
10/20/03
50
50
50
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
50
50
50
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
50
50
50
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
50
50
50
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
50
50
50
ND
ND
ND
ND
--
--
--
ug/L
04/25/06
50
50
50
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
50
50
50
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
50
50
50
0.61
J
ND
5.04
J
ND
--
--
ND
ug/L
10/02/07
50
50
50
2.25
B
3.79
B
7.68
J
1.67 B
--
--
0.8
ug/L
04/03/08
50
50
50
ND
ND
ND
ND
--
--
ND
ug/L
10/29/08
50
50
50
ND
--
8.09
J
ND
--
--
ND
ug/L
03/24/09
0.6
10.0
50
2.0
J
2.5
J
4.2
J
1.0 J
--
--
ND
ug/L
09/22/09
1.8
10.0
50
2.17
J
3.90
J
2.65
J
ND
--
--
ND
ug/L
03/22/10
1.8
10.0
50
ND
3.21
J
ND
ND
--
--
ND
ug/L
09/23/10
1.8
10.0
50
ND
2.24
J
ND
ND
--
--
ND
ug/L
03/16/11
1.8
10.0
50
2.92
J
ND
2.04
J
ND
--
--
ND
ug/L
09/21/11
1.8
10.0
50
ND
2.97
J
2.71
J
ND
--
--
ND
ug/L
03/21/12
1.8
10.0
50
ND
2.31
J
2.51
J
ND
--
--
ND
ug/L
09/20/12
1.8
10.0
50
ND
1.82
J
2.80
J
ND
--
--
ND
ug/L
03/20/13
1.8
10.0
50
ND
ND
2.04
J
ND
--
--
ND
ug/L
09/18/13
1.8
10.0
50
ND
2.51
J
ND
ND
--
--
ND
ug/L
03/27/14
1.8
10.0
50
ND
2.16
J
2.23
J
ND
--
--
ND
ug/L
09/18/14
1.8
10.0
50
ND
ND
ND
ND
--
--
ND
ug/L
03/18/15
1.8
10.0
50
ND
2.24
J
1.99
J
ND
--
--
ND
ug/L
09/23/15
1.8
10.0
50
17.8
J
ND
ND
ND
--
--
2.22
ug/L
03/15/16
1.8
10.0
50
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
2.2
10.0
50
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
2.2
10.0
50
ND
3.30
B
ND
2.13 B
--
--
2.69 J
ug/L
09/20/17
2.2
10.0
50
--
ND
ND
ND
--
--
ND
(Verification Event)
ug/L
10/02/17
2.2
10.0
50
2.32
B
--
--
--
--
--
2.66 J
ug/L
03/21/18
2.2
10.0
50
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
2.2
10.0
--
ND
2.95
B
ND
ND
--
--
10.1
ug/L
03/26/19
2.2
10.0
--
ND
ND
2.21
J
ND
--
--
ND
ug/L
09/18/19
2.2
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
2.2
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/23/20
2.2
10.0
--
ND
2.25
J
3.24
J
ND
--
--
ND
ug/L
03/16/21
2.2
10.0
--
ND
2.40
J
2.21
J
ND
--
--
ND
ug/L
09/20/21
2.2
10.0
--
ND
ND
5.02
J
ND
--
--
ND
ug/L
03/14/22
2.2
10.0
--
ND
ND
4.67
J
ND
--
--
ND
ug/L
09/19/22
2.2
10.0
--
ND
ND
6.22
J
ND
--
--
ND
u /L
03/20/23
3.3
40.0
--
ND
ND
6.16
1
ND
--
--
ND

July 2023
TABLE 6
GL2014715721
Summary of Detected Constituents in Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS
Reporting
Limit
BR-1
BR-2
BR-3
SW-1
TSW-1
TSW-2
Blanks
Selenium
ug/L
12/05/94
20
20
10
ND
ND
ND
ND
--
--
--
SW Standards
ug/L
02/14/95
20
20
10
ND
ND
--
ND
--
--
--
Acute = 5 ug/L
ug/L
04/03/95
20
20
10
ND
ND
ND
ND
--
--
--
Chronic = 5 ug/L
ug/L
10/30/95
20
20
10
ND
ND
ND
ND
--
--
--
ug/L
04/08/96
--
--
10
--
--
--
ND
--
--
--
ug/L
10/24/96
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
04/15/97
--
--
10
18
ND
ND
8
--
--
--
ug/L
10/29/97
--
--
10
26
--
ND
ND
--
--
--
ug/L
05/14/98
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
11/11/98
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
06/04/99
--
--
10
ND
--
ND
ND
--
--
--
ug/L
10/29/99
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
10
ND
--
ND
ND
--
--
--
ug/L
11/07/00
--
--
10
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
10
ND
--
10
ND
--
--
--
ug/L
04/24/02
--
--
10
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
10
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
--
--
10
ND
ND
ND
ND
--
--
-- J
ug/L
10/27/04
20
20
10
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
20
20
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
20
20
10
ND
ND
ND
ND
--
--
-- J
ug/L
04/25/06
20
20
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
20
20
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
20
20
10
ND
ND
ND
ND
--
--
ND
ug/L
10/02/07
20
20
10
10.4
8.22
J
ND
9.83 J
--
--
ND
ug/L
04/03/08
20
20
10
ND
7.73
J
7.75
J
8.67 J
--
--
ND
ug/L
10/29/08
20
20
10
ND
--
ND
ND
--
--
ND
ug/L
03/24/09
3.4
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/22/09
2.7
10.0
10
3.17
B
ND
ND
6.01 B
--
--
6.41
ug/L
03/22/10
0.83
1.00
10
ND
2.75
J
ND
ND
--
--
ND
ug/L
09/23/10
5.2
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/16/11
2.7
10.0
10
ND
ND
ND
3.09 B
--
--
3.32
ug/L
09/21/11
2.7
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/12
2.7
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/20/12
2.7
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/20/13
4.5
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/18/13
5.0
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/27/14
5.0
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/18/14
5.0
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/18/15
5.0
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/23/15
5.0
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/15/16
5.0
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
6.2
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
6.2
10.0
10
ND
ND
ND
ND
--
--
14.1 J
ug/L
09/20/17
6.2
10.0
10
--
ND
ND
ND
--
--
ND
(Verification Event)
ug/L
10/02/17
6.2
10.0
10
ND
--
--
--
--
--
ND
ug/L
03/21/18
6.2
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
6.2
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/26/19
6.2
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/18/19
6.2
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
6.2
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/23/20
6.2
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/21
6.2
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/20/21
6.2
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/14/22
6.2
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/19/22
6.2
10.0
--
ND
ND
ND
ND
--
--
ND
u /L
03/20/23
10.0
20.0
--
ND
ND
ND
ND
--
--
ND
Silver
ug/L
12/05/94
1.9
10.0
10
ND
ND
ND
ND
--
--
--
SW Standards
ug/L
02/14/95
--
--
10
ND
ND
--
ND
--
--
--
Fresh Water Acute (ug/L)
ug/L
04/03/95
--
--
10
ND
ND
ND
ND
--
--
--
BR-1 = 5.53
ug/L
10/30/95
--
--
10
ND
ND
ND
ND
--
--
--
BR-2 = 3.27
ug/L
04/08/96
--
--
10
--
--
--
ND
--
--
--
BR-3 = 2.24
ug/L
10/24/96
--
--
10
ND
ND
ND
ND
--
--
--
SW-1 = 4.79
ug/L
04/15/97
--
--
10
ND
0.2
ND
0.3
--
--
--
Fresh Water Chronic (ug/L)
ug/L
10/29/97
--
--
10
2
--
ND
ND
--
--
--
BR-1 = 0.06
ug/L
05/14/98
--
--
10
ND
ND
ND
ND
--
--
--
BR-2 = 0.06
ug/L
11/11/98
--
--
10
ND
ND
ND
ND
--
--
--
BR-3 = 0.06
ug/L
06/04/99
--
--
10
ND
--
ND
ND
--
--
--
SW-1 = 0.06
ug/L
10/29/99
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
10
ND
--
ND
ND
--
--
--
ug/L
11/07/00
--
--
10
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
10
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
10
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
04/25/06
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
--
--
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
--
--
10
1.32
J
1.01
J
0.97
J
0.99 J
--
--
ND
ug/L
10/02/07
--
--
10
ND
1.55
J
1.25
J
ND
--
--
ND
ug/L
04/03/08
--
--
10
1.03
J
1.41
J
1.64
J
1.25 J
--
--
ND
ug/L
10/29/08
--
--
10
6.03
B
--
5.77
B
5.32 B
--
--
ND
ug/L
03/24/09
1.0
10.0
10
1.3
J
2.5
J
2.4
J
1.3 J
--
--
ND
ug/L
09/22/09
1.9
10.0
10
ND
2.23
J
ND
ND
--
--
ND
ug/L
03/22/10
1.9
10.0
10
ND
2.89
J
ND
ND
--
--
ND
ug/L
09/23/10
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/16/11
1.9
10.0
10
ND
2.81
J
ND
ND
--
--
ND
ug/L
09/21/11
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/12
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/20/12
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/20/13
1.9
10.0
10
1.94
B
2.72
B
ND
ND
--
--
2.11 J
ug/L
09/18/13
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/27/14
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/18/14
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/18/15
1.9
10.0
10
ND
2.16
J
ND
ND
--
--
ND
ug/L
09/23/15
1.9
10.0
10
2.18
B
1.93
B
2.33
B
ND
--
--
4.69 J
ug/L
03/15/16
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
1.9
10.0
10
ND
ND
ND
ND
--
--
0.823 J
ug/L
09/20/17
1.9
10.0
10
--
ND
ND
ND
--
--
ND
(Verification Event)
ug/L
10/02/17
1.9
10.0
10
ND
--
--
--
--
--
ND
ug/L
03/21/18
1.9
10.0
10
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
1.9
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/26/19
1.9
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/18/19
1.9
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
1.9
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/23/20
1.9
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/21
1.9
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/20/21
1.9
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/14/22
1.9
10.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/19/22
1.9
10.0
--
ND
ND
ND
ND
--
--
ND
u /L
03/20/23
1.5
10.0
--
ND
ND
ND
ND
--
--
ND

July 2023
TABLE 6
GL2014715721
Summary of Detected Constituents in Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS
Reporting
Limit
BR-1
BR-2
BR-3
SW-1
TSW-1
TSW-2
Blanks
Thallium
ug/L
12/05/94
200
200
5.5
ND
ND
ND
ND
--
--
No SW Standard
ug/L
02/14/95
200
200
5.5
ND
ND
--
ND
--
--
--
ug/L
04/03/95
200
200
5.5
ND
ND
ND
ND
--
--
--
ug/L
10/30/95
200
200
5.5
ND
ND
ND
ND
--
--
--
ug/L
04/08/96
--
--
5.5
--
--
--
ND
--
--
--
ug/L
10/24/96
--
--
5.5
ND
ND
ND
ND
--
--
--
ug/L
04/15/97
--
--
5.5
ND
ND
ND
ND
--
--
--
ug/L
10/29/97
--
--
5.5
206
1
2
1
--
--
--
ug/L
05/14/98
--
--
5.5
ND
ND
ND
ND
--
--
--
ug/L
11/11/98
--
--
5.5
ND
ND
ND
ND
--
--
--
ug/L
06/04/99
--
--
5.5
ND
--
ND
ND
--
--
--
ug/L
10/29/99
--
--
5.5
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
5.5
ND
--
ND
ND
--
--
--
ug/L
11/07/00
--
--
5.5
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
5.5
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
5.5
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
5.5
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
5.5
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
5.5
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
--
--
5.5
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
200
200
5.5
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
200
200
5.5
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
200
200
5.5
ND
ND
ND
ND
--
--
--
ug/L
04/25/06
200
200
5.5
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
200
200
5.5
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
200
200
5.5
ND
ND
ND
ND
--
--
ND J
ug/L
10/02/07
200
200
5.5
ND
ND
ND
ND
--
--
ND
ug/L
04/03/08
200
200
5.5
ND
ND
ND
ND
--
--
ND
ug/L
10/29/08
200
200
5.5
7.25
--
ND
ND
--
--
ND
ug/L
03/24/09
0.036
1.00
5.5
ND
ND
ND
ND
--
--
0.092
ug/L
09/22/09
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
03/22/10
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
09/23/10
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
03/16/11
0.11
1.00
5.5
0.465
J
0.415
J
0.192 J
0.675 J
--
--
ND
ug/L
09/21/11
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
03/21/12
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
09/20/12
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
03/20/13
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
09/18/13
0.11
1.00
5.5
ND
ND
ND
ND
--
--
0.142
ug/L
03/27/14
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
09/18/14
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
03/18/15
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
09/23/15
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
03/15/16
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
0.11
1.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
0.11
1.00
5.5
0.183
J
0.185
J
ND
0.321 J
--
--
ND
ug/L
09/20/17
0.11
1.00
5.5
--
0.258
J
0.129 J
0.397 J
--
--
ND
(Verification Event)
ug/L
10/02/17
0.11
1.00
5.5
0.540
B
--
--
--
--
--
0.233 J
ug/L
03/21/18
0.11
5.00
5.5
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
0.55
5.00
--
ND
ND
ND
ND
--
--
ND
ug/L
03/26/19
0.22
2.00
--
ND
ND
ND
ND
--
--
ND
ug/L
09/18/19
0.22
2.00
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
0.22
2.00
--
ND
0.230
J
ND
0.318 J
--
--
ND
ug/L
09/23/20
0.22
2.00
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/21
0.22
2.00
--
ND
ND
ND
ND
--
--
ND
ug/L
09/20/21
0.22
2.00
--
ND
ND
ND
ND
--
--
ND
ug/L
03/14/22
0.22
2.00
--
ND
ND
ND
ND
--
--
ND
ug/L
09/19/22
0.22
2.00
--
ND
ND
ND
ND
--
--
ND
ug/L
03/20/23
0.26
1.00
--
ND
ND
ND
ND
--
--
ND
Vanadium
ug/L
12/05/94
40
40
25
ND
ND
ND
ND
--
--
No SW Standard
ug/L
02/14/95
40
40
25
ND
ND
--
ND
--
--
--
ug/L
04/03/95
40
40
25
ND
ND
ND
ND
--
--
--
ug/L
10/30/95
40
40
25
ND
ND
ND
ND
--
--
--
ug/L
04/08/96
40
40
25
--
--
--
ND
--
--
--
ug/L
10/24/96
--
--
25
ND
ND
ND
ND
--
--
--
ug/L
04/15/97
--
--
25
ND
ND
ND
ND
--
--
--
ug/L
10/29/97
--
--
25
ND
ND
ND
ND
--
--
--
ug/L
05/14/98
--
--
25
ND
ND
ND
ND
--
--
--
ug/L
11/11/98
--
--
25
ND
ND
ND
ND
--
--
--
ug/L
06/04/99
--
--
25
ND
--
ND
ND
--
--
--
ug/L
10/29/99
--
--
25
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
25
ND
--
ND
ND
--
--
--
ug/L
11/07/00
--
--
25
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
25
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
25
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
25
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
25
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
25
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
40
40
25
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
40
40
25
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
40
40
25
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
40
40
25
ND
60.5
ND
ND
--
--
--
ug/L
04/25/06
40
40
25
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
40
40
25
ND
ND
ND
ND
--
--
ND J
ug/L
03/21/07
40
40
25
ND
ND
ND
ND
--
--
ND
ug/L
10/02/07
40
40
25
ND
ND
ND
ND
--
--
ND
ug/L
04/03/08
40
40
25
ND
4.61
J
ND
ND
--
--
ND
ug/L
10/29/08
40
40
25
ND
--
2.04 J
2.59 J
--
--
ND
ug/L
03/24/09
0.7
10
25
ND
ND
ND
ND
--
--
ND
ug/L
09/22/09
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
03/22/10
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
09/23/10
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
03/16/11
1.4
10
25
4.70
J
ND
ND
ND
--
--
ND
ug/L
09/21/11
1.4
10
25
ND
8.61
J
ND
ND
--
--
ND
ug/L
03/21/12
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
09/20/12
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
03/20/13
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
09/18/13
1.4
10
25
ND
ND
ND
ND
--
--
0.142
ug/L
03/27/14
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
09/18/14
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
03/18/15
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
09/23/15
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
03/15/16
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
1.4
10
25
ND
0.563
B
ND
0.737 B
--
--
0.589 J
ug/L
09/20/17
1.4
10
25
--
ND
ND
ND
--
--
ND
(re -sample)
ug/L
10/02/17
1.4
10
25
ND
--
--
--
--
--
ND
ug/L
03/21/18
1.4
10
25
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
1.4
10
--
ND
ND
ND
ND
--
--
ND
ug/L
03/26/19
1.4
10
--
ND
ND
ND
ND
--
--
ND
ug/L
09/18/19
1.4
10
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
1.4
10
--
ND
ND
ND
ND
--
--
ND
ug/L
09/23/20
1.4
10
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/21
1.4
10
--
3.63
J
ND
ND
ND
--
--
ND
ug/L
09/20/21
1.4
10
--
ND
ND
ND
ND
--
--
ND
ug/L
03/14/22
1.4
10
--
ND
ND
ND
ND
--
--
ND
ug/L
09/19/22
1.4
10
--
ND
ND
ND
ND
--
--
ND
u /L
03/20/23
1.0
10
--
1.06
1
ND
ND
ND
--
--
ND

July 2023
TABLE 6
GL2014715721
Summary of Detected Constituents in Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS
Reporting
Limit
BR-1
BR-2
BR-3
SW-1
TSW-1
TSW-2
Blanks
Zinc
ug/L
12/05/94
50
50
10
16
27
26
40
--
--
--
SW Standards
ug/L
02/14/95
50
50
10
30
300
--
71
--
--
--
Fresh Water Acute (ug/L)
ug/L
04/03/95
50
50
10
10
ND
21
51
--
--
--
BR-1 = 153.00
ug/L
10/30/95
50
50
10
ND
11
31
ND
--
--
--
BR-2 = 118.17
ug/L
04/08/96
50
50
10
--
--
--
40
--
--
--
BR-3 = 98.02
ug/L
10/24/96
--
--
10
28
ND
16
13
--
--
--
SW-1 = 142.53
ug/L
04/15/97
--
--
10
20
20
40
30
--
--
--
Fresh Water Chronic (ug/L)
ug/L
10/29/97
--
--
10
20
ND
ND
ND
--
--
--
BR-1 = 154.25
ug/L
05/14/98
--
--
10
ND
ND
ND
ND
--
--
--
BR-2 = 119.14
ug/L
11/11/98
--
--
10
ND
ND
144
ND
--
--
--
BR-3 = 98.82
ug/L
06/04/99
--
--
10
ND
--
118
ND
--
--
--
SW-1 = 143.69
ug/L
10/29/99
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/20/00
--
--
10
ND
--
394
ND
--
--
--
ug/L
11/07/00
--
--
10
--
--
ND
ND
--
--
--
ug/L
10/16/01
--
--
10
ND
--
26
ND
--
--
-- J
ug/L
04/24/02
--
--
10
ND
--
132
ND
--
--
--
ug/L
10/01/02
--
--
10
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
10
82.7
--
ND
63
--
--
--
ug/L
10/20/03
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
--
--
10
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
50
50
10
ND
487
ND
ND
--
--
--
ug/L
04/25/06
50
50
10
ND
ND
107
ND
--
--
--
ug/L
10/04/06
50
50
10
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
50
50
10
6.76
J
9.01
J
37
8.63 J
--
--
ND
ug/L
10/02/07
50
50
10
5.22
J
15.3
J
24.4
24
--
--
ND
ug/L
04/03/08
50
50
10
6.29
J
5.45
J
52.5
10.6
--
--
ND
ug/L
10/29/08
50
50
10
9.19
J
--
37.6
29.4
--
--
ND
ug/L
03/24/09
3.4
10
10
5.5
B
5.6
B
35.6
3.6 B
--
--
3.4
ug/L
09/22/09
3.8
10
10
9.11
J
8.90
J
71.4
11.3
--
--
ND
ug/L
03/22/10
3.8
10
10
11.4
6.16
J
24.9
9.02 J
--
--
ND
ug/L
09/23/10
3.8
10
10
ND
4.03
J
46.1
18.8
--
--
ND J
ug/L
03/16/11
3.8
10
10
30.6
5.84
J
53.8
8.11 J
--
--
ND
ug/L
09/21/11
3.8
10
10
6.85
J
22.1
69.0
ND
--
--
ND
ug/L
03/21/12
3.8
10
10
ND
ND
22.7
ND
--
--
ND
ug/L
09/20/12
3.8
10
10
ND
5.00
J
19.4
ND
--
--
ND
ug/L
03/20/13
3.8
10
10
ND
6.72
J
35.9
ND
--
--
ND
ug/L
09/18/13
3.8
10
10
9.22
J
4.03
J
12.5
ND
--
--
ND
ug/L
03/27/14
3.8
10
10
ND
4.30
J
25.9
ND
--
--
ND
ug/L
09/18/14
3.8
10
10
ND
5.11
J
9.98
J
ND
--
--
ND
ug/L
03/18/15
3.8
10
10
ND
4.48
J
34.2
3.83 J
--
--
ND
ug/L
09/23/15
3.8
10
10
ND
ND
7.06
J
ND
--
--
ND
ug/L
03/15/16
3.8
10
10
ND
ND
25.1
ND
--
--
ND
ug/L
09/20/16
4.4
10
10
ND
ND
7.32
J
ND
--
--
ND
ug/L
03/21/17
4.4
10
10
ND
ND
33.2
ND
--
--
ND
ug/L
09/20/17
4.4
10
10
--
30.3
15.4
ND
--
--
ND
(Verification Event)
ug/L
10/02/17
4.4
10
10
ND
--
--
--
--
--
ND
ug/L
03/21/18
4.4
10
10
ND
5.64
J
32.2
ND
--
--
ND
ug/L
09/25/18
4.4
10
--
ND
4.90
B
20.5
B
ND
--
--
64.2
ug/L
03/26/19
4.4
10
--
5.40
J
5.09
J
21.5
ND
--
--
ND
ug/L
09/18/19
4.4
10
--
4.89
J
4.93
J
15.8
4.64 J
--
--
ND
ug/L
03/16/20
4.4
10
--
ND
5.83
J
17.6
4.83 J
--
--
ND
ug/L
09/23/20
4.4
10
--
ND
25.3
34.7
ND
--
--
ND
ug/L
03/16/21
4.4
10
--
37.2
23.9
36.2
18.5
--
--
ND
(Verification Event)
ug/L
06/15/21
4.4
10
--
ND
--
--
ND
--
--
ND
ug/L
09/20/21
4.4
10
--
ND
ND
34.8
ND
--
--
ND
ug/L
03/14/22
4.4
10
--
ND
4.91
J
48.8
ND
--
--
ND
ug/L
09/19/22
4.4
10
--
ND
ND
68.2
13.9
--
--
ND
ug/L
03/20/23
8.7
20
--
ND
ND
39.7
12.6 J
--
--
ND
Acetone
ug/L
12/05/94
100
100
100
ND
ND
ND
ND
--
--
--
SW Standard =2.0 mg/L
ug/L
02/14/95
100
100
100
ND
ND
ND
ND
--
--
--
Human Health =1100 mg/L
ug/L
04/03/95
100
100
100
ND
ND
ND
ND
--
--
--
ug/L
10/30/95
100
100
100
ND
ND
ND
ND
--
--
--
ug/L
04/08/96
100
100
100
--
ND
ND
ND
--
--
--
ug/L
05/29/96
100
100
100
--
ND
ND
ND
--
--
--
ug/L
06/06/96
100
100
100
--
ND
ND
ND
--
--
--
ug/L
10/24/96
--
--
100
ND
ND
ND
ND
--
--
--
ug/L
04/15/97
--
--
100
ND
ND
ND
ND
--
--
--
ug/L
10/29/97
--
--
100
ND
ND
ND
ND
--
--
--
ug/L
05/14/98
--
--
100
ND
ND
ND
ND
--
--
-- J
ug/L
11/11/98
--
--
100
ND
ND
ND
ND
--
--
--
ug/L
06/04/99
--
--
100
ND
ND
ND
ND
--
--
--
ug/L
10/29/99
--
--
100
ND
ND
ND
ND
--
--
--
ug/L
04/20/00
--
--
100
ND
ND
ND
ND
--
--
--
ug/L
11/07/00
--
--
100
ND
ND
ND
ND
--
--
--
ug/L
10/16/01
--
--
100
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
100
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
100
ND
--
ND
ND
--
--
--
ug/L
04/09/03
100
100
100
ND
--
ND
ND
--
--
--
ug/L
10/20/03
100
100
100
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
100
100
100
ND
ND
ND
ND
--
--
-- J
ug/L
10/27/04
100
100
100
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
100
100
100
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
100
100
100
ND
ND
ND
ND
--
--
-- J
ug/L
04/25/06
100
100
100
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
100
100
100
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
100
100
100
ND
ND
ND
ND
--
--
ND
ug/L
10/02/07
100
100
100
3.51
B
1.73
B
ND
ND
--
--
5.5
ug/L
04/03/08
100
100
100
ND
ND
ND
ND
--
--
ND
ug/L
10/29/08
100
100
100
ND
--
ND
ND
--
--
ND
ug/L
03/24/09
1.5
5.0
100
ND
ND
ND
ND
--
--
ND
ug/L
09/22/09
1.5
5.0
100
ND
ND
ND
ND
--
--
ND
ug/L
03/22/10
1.5
5.0
100
2.3
J
ND
ND
2.5 J
--
--
ND
ug/L
06/03/10
1.5
5.0
100
--
--
--
--
11 J
3.6 J
ND
ug/L
09/23/10
1.5
5.0
100
ND
ND
ND
ND
--
--
ND
ug/L
03/16/11
1.2
5.0
100
ND
4.2
J
3.0
J
ND
13 J
ND
ND
ug/L
09/21/11
1.2
5.0
100
ND
7.0
J
ND
ND
5.5 J
ND
ND
ug/L
03/21/12
1.2
5.0
100
ND
ND
ND
ND
dry
ND
ND
ug/L
09/20/12
1.2
5.0
100
ND
7.4
B
ND
ND
dry
4.7 B
7.0
ug/L
03/20/13
1.2
5.0
100
ND
ND
ND
ND
dry
ND
ND
ug/L
09/18/13
1.2
5.0
100
ND
ND
ND
ND
dry
ND
ND
ug/L
03/27/14
1.2
5.0
100
ND
ND
5.5
B
4.7 B
dry
ND
19
ug/L
09/18/14
1.2
5.0
100
ND
ND
ND
ND
dry
ND
ND
ug/L
03/18/15
1.2
5.0
100
ND
ND
ND
ND
dry
ND
ND
ug/L
09/23/15
1.2
5.0
100
ND
ND
ND
ND
dry
ND
ND
ug/L
03/15/16
1.2
5.0
100
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
10
20
100
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
10
20
100
ND
ND
ND
ND
--
--
ND
ug/L
09/20/17
10
20
100
ND
13
J
ND
ND
--
--
ND
ug/L
03/21/18
10
20
100
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
10
20
--
ND
ND
ND
ND
--
--
ND
ug/L
03/26/19
10
20
--
ND
ND
ND
ND
--
--
12 J
ug/L
09/18/19
10
20
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
10
20
--
ND
ND
ND
ND
--
--
ND
ug/L
09/23/20
10
20
--
ND
ND
ND
ND
--
--
16 J
ug/L
03/16/21
10
20
--
ND
ND
ND
ND
--
--
ND
ug/L
09/20/21
10
20
--
ND
ND
ND
ND
--
--
ND
ug/L
03/14/22
10
20
--
ND
ND
ND
ND
--
--
10 J
ug/L
09/19/22
10
20
--
ND
ND
ND
ND
--
--
ND
u /L
03/20/23
10
20
--
ND
ND
ND
ND
--
--
10 1

July 2023
TABLE 6
GL2014715721
Summary of Detected Constituents in Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS
Reporting
Limit
BR-1
BR-2
BR-3
SW-1
TSW-1
TSW-2
Blanks
Benzene
ug/L
12/05/94
0.2
1
1
ND
ND
ND
ND
--
--
--
SW Standard
ug/L
02/14/95
--
--
1
ND
ND
ND
ND
--
--
--
Human Health = 51 ug/L
ug/L
04/03/95
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/30/95
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/08/96
--
--
1
--
ND
ND
ND
--
--
--
ug/L
05/29/96
--
--
1
--
ND
ND
ND
--
--
--
ug/L
06/06/96
--
--
1
--
ND
ND
ND
--
--
--
ug/L
10/24/96
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/15/97
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/29/97
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
05/14/98
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
11/11/98
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
06/04/99
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/29/99
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/20/00
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
11/07/00
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/16/01
--
--
1
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
1
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
1
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
1
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
--
--
1
ND
ND
ND
ND
--
--
-- J
ug/L
10/27/04
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/25/06
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
--
--
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
--
--
1
ND
0.86
J
ND
ND
--
--
ND
ug/L
10/02/07
--
--
1
0.16
J
0.76
J
ND
ND
--
--
ND
ug/L
04/03/08
--
--
1
ND
0.39
J
ND
ND
--
--
ND
ug/L
10/29/08
--
--
1
0.12
J
--
ND
ND
--
--
ND
ug/L
03/24/09
0.20
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
09/22/09
0.20
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
03/22/10
0.050
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
09/23/10
0.20
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
03/16/11
0.68
1.0
1
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/11
0.68
1.0
1
ND
ND
ND
ND
ND
ND
ND
ug/L
03/21/12
0.15
1.0
1
ND
0.46
J
ND
ND
dry
ND
ND
ug/L
09/20/12
0.15
1.0
1
ND
ND
ND
ND
dry
ND
ND
ug/L
03/20/13
0.15
1.0
1
ND
ND
ND
ND
dry
ND
ND
ug/L
09/18/13
0.15
1.0
1
ND
ND
ND
ND
dry
ND
1.75
ug/L
03/27/14
0.15
1.0
1
ND
ND
ND
ND
dry
ND
ND
ug/L
09/18/14
0.15
1.0
1
ND
ND
ND
ND
dry
ND
ND
ug/L
03/18/15
0.15
1.0
1
ND
ND
ND
ND
dry
ND
ND
ug/L
09/23/15
0.15
1.0
1
ND
ND
ND
ND
dry
ND
ND
ug/L
03/15/16
0.15
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
0.15
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
0.15
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
09/20/17
0.15
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/18
0.15
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
0.15
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/26/19
0.15
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/18/19
0.15
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
0.15
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/23/20
0.15
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/21
0.15
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/20/21
0.15
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/14/22
0.15
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/19/22
0.15
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/20/23
0.15
1.0
--
ND
ND
ND
ND
--
--
ND
Chlorobenzene
ug/L
12/05/94
0.27
1.0
3
ND
ND
ND
ND
--
--
--
SW Standard = 140 ug/L
ug/L
02/14/95
--
--
3
ND
ND
ND
ND
--
--
--
Human Health = 1.6 mg/L
ug/L
04/03/95
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
10/30/95
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
04/08/96
--
--
3
--
ND
ND
ND
--
--
--
ug/L
05/29/96
--
--
3
--
ND
ND
ND
--
--
--
ug/L
06/06/96
--
--
3
--
ND
ND
ND
--
--
--
ug/L
10/24/96
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
04/15/97
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
10/29/97
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
05/14/98
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
11/11/98
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
06/04/99
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
10/29/99
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
04/20/00
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
11/07/00
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
10/16/01
--
--
3
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
3
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
3
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
3
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
04/25/06
--
--
3
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
--
--
3
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
--
--
3
ND
1.69
ND
ND
--
--
ND
ug/L
10/02/07
--
--
3
0.86
J
2.2
J
ND
ND
--
--
ND
ug/L
04/03/08
--
--
3
0.43
J
1.22
J
ND
ND
--
--
ND
ug/L
10/29/08
--
--
3
0.86
J
--
ND
ND
--
--
ND
ug/L
03/24/09
0.27
1.0
3
0.53
J
0.72
J
ND
ND
--
--
ND
ug/L
09/22/09
0.27
1.0
3
ND
1.0
J
ND
ND
--
--
ND
ug/L
03/22/10
0.069
1.0
3
ND
0.77
J
ND
ND
--
--
ND
ug/L
06/03/10
0.069
1.0
3
--
--
--
--
ND
ND
ND
ug/L
09/23/10
0.27
1.0
3
0.42
J
0.79
J
ND
ND
--
--
ND
ug/L
03/16/11
0.74
1.0
3
ND
1.1
J
ND
ND
ND
ND
ND
ug/L
09/21/11
0.74
1.0
3
ND
ND
ND
ND
ND
ND
ND
ug/L
03/21/12
0.17
1.0
3
ND
2.2
J
ND
ND
dry
ND
ND
ug/L
09/20/12
0.17
1.0
3
ND
ND
ND
ND
dry
ND
ND
ug/L
03/20/13
0.17
1.0
3
ND
0.46
J
ND
ND
dry
ND
ND
ug/L
09/18/13
0.17
1.0
3
ND
0.55
J
ND
ND
dry
ND
ND
ug/L
03/27/14
0.17
1.0
3
ND
ND
ND
ND
dry
ND
ND
ug/L
09/18/14
0.17
1.0
3
ND
ND
ND
ND
dry
ND
ND
ug/L
03/18/15
0.17
1.0
3
ND
0.70
J
ND
ND
dry
ND
ND
ug/L
09/23/15
0.17
1.0
3
1.3
J
ND
ND
ND
dry
ND
ND
ug/L
03/15/16
0.17
1.0
3
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
0.17
1.0
3
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
0.17
1.0
3
ND
ND
ND
ND
--
--
ND
ug/L
09/20/17
0.17
1.0
3
ND
ND
ND
ND
--
--
ND
ug/L
03/21/18
0.17
1.0
3
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
0.17
1.0
--
ND
0.44
J
ND
ND
--
--
ND
ug/L
03/26/19
0.17
1.0
--
ND
0.69
J
ND
ND
--
--
ND
ug/L
09/18/19
0.17
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
0.17
1.0
--
ND
0.51
J
ND
ND
--
--
ND
ug/L
09/23/20
0.17
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/21
0.17
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/20/21
0.17
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/14/22
0.17
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/19/22
0.17
1.0
--
0.75
J
ND
ND
ND
--
--
ND
u /L
03/20/23
0.17
1.0
--
ND
0.541
1
0.210 1
ND
--
--
ND

July 2023
TABLE 6
GL2014715721
Summary of Detected Constituents in Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS
Reporting
Limit
BR-1
BR-2
BR-3
SW-1
TSW-1
TSW-2
Blanks
Chloroform
ug/L
03/24/09
0.20
1.0
5
ND
ND
ND
ND
--
--
ND
Human Health = 170 ug/L
ug/L
09/22/09
0.20
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
03/22/10
0.083
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
06/03/10
0.083
1.0
5
--
--
--
--
ND
ND
ND
ug/L
09/23/10
0.20
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
03/16/11
0.70
1.0
5
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/11
0.70
1.0
5
ND
ND
ND
ND
ND
ND
ND
ug/L
03/21/12
0.18
1.0
5
ND
ND
ND
ND
dry
ND
ND
ug/L
09/20/12
--
--
5
ND
ND
ND
ND
dry
ND
ND
ug/L
03/20/13
0.18
1.0
5
ND
ND
ND
ND
Dry
ND
ND
ug/L
09/18/13
0.18
1.0
5
ND
ND
ND
ND
dry
ND
ND
ug/L
03/27/14
0.18
1.0
5
ND
ND
ND
ND
dry
ND
ND
ug/L
09/18/14
0.18
1.0
5
ND
ND
ND
ND
dry
ND
ND
ug/L
03/18/15
5
ND
ND
ND
ND
ND
ND
ug/L
09/23/15
5
ND
ND
ND
ND
dry
ND
ND
ug/L
03/15/16
5
ND
ND
ND
ND
--
--
ND
ug/L
10/20/16
0.18
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
5
ND
ND
ND
ND
--
--
ND
ug/L
09/20/17
0.18
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
03/21/18
0.18
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
--
ND
ND
ND
ND
--
--
ND
ug/L
03/26/19
0.18
1
--
ND
ND
ND
ND
ND
ug/L
09/18/19
0.18
1.0
--
ND
ND
ND
ND
ND
ug/L
03/16/20
0.18
1.0
--
ND
ND
ND
ND
ND
ug/L
09/23/20
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/21
ND
ND
ND
ND
--
--
ND
ug/L
09/20/21
0.18
1.0
--
ND
ND
ND
ND
ND
ug/L
03/14/22
0.18
1.0
--
ND
ND
ND
ND
--
--
0.47 J
ug/L
09/19/22
0.18
1.0
--
ND
ND
ND
ND
--
--
ND
u /L
03/20/23
0.18
1
--
0.244
B
0.280
B
0.293 B
0.223 B
--
--
0.503 J
1,2-Dichlorobenzene
ug/L
12/05/94
0.27
1
5
ND
ND
ND
ND
--
--
--
No SW Standard
ug/L
02/14/95
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
04/03/95
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
10/30/95
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
04/08/96
--
--
5
--
ND
ND
ND
--
--
--
ug/L
05/29/96
--
--
5
--
ND
ND
ND
--
--
--
ug/L
06/06/96
--
--
5
--
ND
ND
ND
--
--
--
ug/L
10/24/96
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
04/15/97
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
10/29/97
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
05/14/98
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
11/11/98
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
06/04/99
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
10/29/99
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
04/20/00
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
11/07/00
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
10/16/01
--
--
5
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
5
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
5
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
5
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
04/25/06
--
--
5
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
--
--
5
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
--
--
5
ND
ND
ND
ND
--
--
ND
ug/L
10/02/07
--
--
5
0.27
J
0.23
J
ND
ND
--
--
ND
ug/L
04/03/08
--
--
5
0.12
J
ND
ND
ND
--
--
ND
ug/L
10/29/08
--
--
5
0.28
J
--
ND
ND
--
--
ND
ug/L
03/24/09
0.27
1.0
5
ND
0.49
J
ND
ND
--
--
ND
ug/L
09/22/09
0.27
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
03/22/10
0.052
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
06/03/10
0.052
1.0
5
--
--
--
--
ND
ND
ND
ug/L
09/23/10
0.27
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
03/16/11
0.11
1.0
5
ND
0.79
J
ND
ND
ND
ND
ND
ug/L
09/21/11
0.11
1.0
5
ND
ND
ND
ND
ND
ND
ND
ug/L
03/21/12
0.19
1.0
5
ND
0.51
J
ND
ND
dry
ND
ND
ug/L
09/20/12
0.19
1.0
5
ND
0.59
J
ND
ND
dry
ND
ND
ug/L
03/20/13
0.19
1.0
5
ND
ND
ND
ND
dry
ND
ND
ug/L
09/18/13
0.19
1.0
5
ND
0.48
J
ND
ND
dry
ND
ND
ug/L
03/27/14
0.19
1.0
5
ND
ND
ND
ND
dry
ND
ND
ug/L
09/18/14
0.19
1.0
5
ND
ND
ND
ND
dry
ND
ND
ug/L
03/18/15
0.19
1.0
5
ND
0.60
J
ND
ND
dry
ND
ND
ug/L
09/23/15
0.19
1.0
5
ND
ND
ND
ND
dry
ND
ND
ug/L
03/15/16
0.19
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
0.19
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
0.19
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
09/20/17
0.19
1.0
5
ND
0.50
J
ND
ND
--
--
ND
ug/L
03/21/18
0.19
1.0
5
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
0.19
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/26/19
0.19
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/18/19
0.19
1.0
--
ND
0.29
J
ND
ND
--
--
ND
ug/L
03/16/20
0.19
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/23/20
0.19
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/21
0.19
1.0
--
ND
0.44
J
ND
ND
--
--
ND
ug/L
09/20/21
0.19
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/14/22
0.19
1.0
--
ND
0.41
J
ND
ND
--
--
ND
ug/L
09/19/22
0.19
1.0
--
ND
ND
ND
ND
--
--
ND
u /L
03/20/23
0.19
1.0
--
ND
0.323
J
ND
ND
--
--
ND
10 of 12

July 2023
TABLE 6
GL2014715721
Summary of Detected Constituents in Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS
Reporting
Limit
BR-1
BR-2
BR-3
SW-1
TSW-1
TSW-2
Blanks
1,4-Dichlorobenzene
ug/L
12/05/94
0.2
1
1
ND
ND
ND
--
--
--
No SW Standard
ug/L
02/14/95
--
--
1
ND
ND
ND
--
--
--
--
ug/L
04/03/95
--
--
1
ND
ND
ND
--
--
--
--
ug/L
10/30/95
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/08/96
--
--
1
--
ND
ND
--
--
--
--
ug/L
05/29/96
--
--
1
--
ND
ND
--
--
--
--
ug/L
06/06/96
--
--
1
--
ND
ND
--
--
--
--
ug/L
10/24/96
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/15/97
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/29/97
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
05/14/98
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
11/11/98
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
06/04/99
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/29/99
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/20/00
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
11/07/00
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/16/01
--
--
1
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
1
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
1
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
1
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/25/06
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
--
--
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
--
--
1
0.19
J
2.26
0.37 J
ND
--
--
ND
ug/L
10/02/07
--
--
1
0.87
J
3.57
ND
ND
--
--
ND
ug/L
04/03/08
--
--
1
0.39
J
1.55
J
ND
ND
--
--
ND
ug/L
10/29/08
--
--
1
1.01
J
--
ND
ND
--
--
ND
ug/L
03/24/09
0.38
1.0
1
0.59
J
2.4
ND
ND
--
--
ND
ug/L
09/22/09
0.38
1.0
1
ND
1.6
ND
ND
--
--
ND
ug/L
03/22/10
0.10
1.0
1
ND
1.4
ND
ND
--
--
ND
ug/L
06/03/10
0.10
1.0
1
--
--
--
--
ND
ND
ND
ug/L
09/23/10
0.38
1.0
1
ND
3.0
ND
ND
--
--
ND
ug/L
03/16/11
0.79
1.0
1
ND
2.8
ND
ND
ND
ND
ND
ug/L
09/21/11
0.79
1.0
1
ND
ND
ND
ND
ND
ND
ND
ug/L
03/21/12
0.19
1.0
1
ND
4.5
ND
ND
dry
ND
ND
ug/L
09/20/12
0.19
1.0
1
0.40
J
5.9
ND
ND
dry
ND
ND
ug/L
03/20/13
0.19
1.0
1
ND
1.4
ND
ND
dry
ND
ND
ug/L
09/18/13
0.19
1.0
1
ND
1.7
ND
ND
dry
ND
ND
ug/L
03/27/14
0.19
1.0
1
ND
ND
ND
ND
dry
ND
ND
ug/L
09/18/14
0.19
1.0
1
ND
0.55
J
ND
ND
dry
ND
ND
ug/L
03/18/15
0.19
1.0
1
ND
2.2
ND
ND
dry
ND
ND
ug/L
09/23/15
0.19
1.0
1
0.87
J
ND
ND
ND
dry
ND
ND
ug/L
03/15/16
0.19
1.0
1
ND
0.93
J
ND
ND
--
--
ND
ug/L
09/20/16
0.19
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
0.19
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
09/20/17
0.19
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/18
0.19
1.0
1
ND
1.3
ND
ND
--
--
ND
ug/L
09/25/18
0.19
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/26/19
0.19
1.0
--
ND
1.4
ND
ND
--
--
ND
ug/L
09/18/19
0.19
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/20
0.19
1.0
--
ND
1.3
ND
ND
--
--
ND
ug/L
09/23/20
0.19
1.0
--
ND
1.3
ND
ND
--
--
ND
ug/L
03/16/21
0.19
1.0
--
ND
1.5
ND
ND
--
--
ND
ug/L
09/20/21
0.19
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/14/22
0.19
1.0
--
ND
1.5
ND
ND
--
--
ND
ug/L
09/19/22
0.19
1.0
--
0.47
J
ND
ND
ND
--
--
ND
u /L
03/20/23
0.19
1.0
--
ND
1.29
ND
ND
--
--
ND
Methylene chloride
ug/L
12/05/94
0.24
2
1
ND
ND
ND
ND
--
--
--
SW Standard
ug/L
02/14/95
--
--
1
ND
ND
ND
ND
--
--
--
Human Health = 590 ug/L
ug/L
04/03/95
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/30/95
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/08/96
--
--
1
--
ND
ND
ND
--
--
--
ug/L
05/29/96
--
--
1
--
ND
ND
ND
--
--
--
ug/L
06/06/96
--
--
1
--
ND
ND
ND
--
--
--
ug/L
10/24/96
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/15/97
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/29/97
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
05/14/98
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
11/11/98
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
06/04/99
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/29/99
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/20/00
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
11/07/00
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/16/01
--
--
1
ND
--
ND
ND
--
--
--
ug/L
04/24/02
--
--
1
ND
--
ND
ND
--
--
--
ug/L
10/01/02
--
--
1
ND
--
ND
ND
--
--
--
ug/L
04/09/03
--
--
1
ND
--
ND
ND
--
--
--
ug/L
10/20/03
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
03/24/04
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/27/04
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
05/25/05
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/04/05
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
04/25/06
--
--
1
ND
ND
ND
ND
--
--
--
ug/L
10/04/06
--
--
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/07
--
--
1
ND
ND
ND
ND
--
--
ND
ug/L
10/02/07
--
--
1
ND
ND
ND
ND
--
--
0.41
ug/L
04/03/08
--
--
1
ND
ND
ND
ND
--
--
0.42
ug/L
10/29/08
0.44
5
1
ND
--
ND
0.19 J
--
--
ND
ug/L
03/24/09
0.53
2.0
1
ND
ND
ND
ND
--
--
ND
ug/L
09/22/09
0.53
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
03/22/10
0.070
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
06/03/10
0.070
1.0
1
--
--
--
--
ND
ND
ND
ug/L
09/23/10
0.53
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
03/16/11
0.14
1.0
1
ND
ND
ND
ND
ND
ND
ND
ug/L
09/21/11
0.14
1.0
1
ND
ND
ND
ND
ND
ND
ND
ug/L
03/21/12
0.23
1.0
1
ND
ND
ND
ND
dry
ND
ND
ug/L
09/20/12
0.23
--
1
ND
ND
ND
ND
dry
ND
ND
ug/L
03/20/13
0.23
1.0
1
ND
ND
ND
ND
dry
ND
ND
ug/L
09/18/13
0.23
1.0
1
ND
ND
ND
ND
dry
ND
ND
ug/L
03/27/14
0.23
1.0
1
ND
ND
ND
ND
dry
ND
ND
ug/L
09/18/14
0.23
1.0
1
ND
ND
ND
ND
dry
ND
ND
ug/L
03/18/15
0.23
--
1
ND
ND
ND
ND
dry
ND
ND
ug/L
09/23/15
0.23
--
1
ND
ND
ND
ND
dry
ND
ND
ug/L
03/15/16
0.23
--
1
ND
ND
ND
ND
--
--
ND
ug/L
09/20/16
0.23
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/17
0.23
--
1
ND
ND
ND
ND
--
--
ND
ug/L
09/20/17
0.23
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
03/21/18
0.23
1.0
1
ND
ND
ND
ND
--
--
ND
ug/L
09/25/18
0.23
--
--
ND
ND
ND
ND
--
--
0.43 J
ug/L
03/26/19
0.23
1.0
--
ND
ND
ND
ND
ND
ug/L
09/18/19
0.23
1.0
--
ND
ND
ND
ND
ND
ug/L
03/16/20
0.23
1.0
--
ND
ND
ND
ND
ND
ug/L
09/23/20
0.23
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
03/16/21
0.23
1.0
--
ND
ND
ND
ND
--
--
ND
ug/L
09/20/21
0.23
1.0
--
ND
ND
ND
ND
ND
ug/L
03/14/22
0.23
1.0
--
ND
ND
ND
ND
--
--
0.67 J
ug/L
09/19/22
0.23
1.0
--
ND
ND
ND
ND
--
--
0.47
ug/L
03/20/23
0.23
1.0
--
ND
0.486
B
0.256 B
ND
--
--
0.470 J
11 of 12

July 2023
TABLE 6
GL2014715721
Summary of Detected Constituents in Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS
Reporting
Limit
BR-1 BR-2 BR-3 SW-1
TSWA TSW-2
Blanks
1,4-Dioxane
ug/L
09/25/18
1.2
2.0
--
1.4 J 7.2 1.3 J 1.7 J
-- --
ND
SW Standard = 0.35 ug/L
ug/L
03/26/19
1.2
2.0
--
ND 7.7 1.2 J 1.2 J
-- --
ND
ug/L
09/18/19
1.2
2.0
--
2.1 8.0 1.8 J 2.8
-- --
ND
ug/L
03/16/20
0.80
2.0
--
1.1 J 6.6 1.3 J 1.6 J
-- --
ND
ug/L
09/23/20
0.80
2.0
--
1.3 J 6.3 1.3 J 1.9 J
-- --
ND
ug/L
03/16/21
0.80
2.0
--
ND 2.8 ND ND
-- --
ND
ug/L
09/20/21
0.80
2.0
--
1.1 J 7.9 1.2 J 2.3
-- --
ND
ug/L
03/14/22
0.80
2.0
--
0.96 J 7.6 1.2 J 1.8 J
-- --
ND
ug/L
09/19/22
0.80
2.0
--
4.0 8.2 1.7 J 2.1
-- --
ND
u /L
03/20/23
0.32
0.5
--
0.794 7.78 0.989 1.63
-- --
ND
Notes: mg/L = milligrams per liter
ug/L = micrograms per liter
ND = Not detected at the stated reporting limit
uS/cm = microsiemens per centimeter
J = Estimated concentration
B = Blank -qualified result
-- = no data available
dry = there was no discernible flow and a sample was not collected.
SW Standard = Surface Water Standard based on Freshwater Aquatic Life Classification unless otherwise noted
1) Surface Water Standards based on Fresh Water Aquatic Life Classification
Blanks = field, trip and method blanks
Bold = concentrations above the chronic SW Standards or Human Health Standards have been bolded
Highlighted= concentrations above the acute SW Standards have been highlighted
SWS Reporting Limit = NCPQL or lab -specific reporting limit prior to October 2007 and NCSWSL starting in October 2007
(N) = Narrative Standard
(AL) = Action Level Standard
1) Historical data prior to March 2009 provided by Henderson County and CDM.
2) The following dilutions were noted for the September 2022 event: antimony and thallium (2X) in all locations.
* = Acute and Chronic surface water standards for Cadmium, Chromium, Copper, Lead, Nickel, Silver, and Zinc are based on hardness
concentrations at each monitoring location. Hardness was 137 mg/L at BR-1, 101 mg/L at BR-2, 81 mg/L at BR-3, and 126 mg/L at SW-1
during the March 2021 event.
12 of 12

July 2023
GL2014715721
TABLE 7
Summary of Field Parameters for Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring
Constituent/Parameter
Units
Date
BR-1
BR-2
BR-3
SW-1
pH (field)
S.U.
10/05/06
5.90
6.62
6.74
6.80
S.U.
10/02/07
6.35
6.37
6.25
7.20
S.U.
04/01/08
6.61
6.41
6.35
7.32
S.U.
03/24/09
7.48
7.83
7.50
7.84
S.U.
09/22/09
6.94
6.81
7.06
7.01
S.U.
03/22/10
6.29
6.32
6.34
6.75
S.U.
09/23/10
7.27
7.17
6.55
7.44
S.U.
03/16/11
7.16
6.42
6.48
6.65
S.U.
09/21/11
6.95
7.51
6.65
7.41
S.U.
03/21/12
6.62
6.67
6.32
6.93
S.U.
09/20/12
7.18
5.24
7.69
7.75
S.U.
03/20/13
6.61
7.06
6.45
6.89
S.U.
09/18/13
7.23
7.17
6.83
7.18
S.U.
03/26/14
6.84
7.17
6.58
7.32
S.U.
09/18/14
7.57
6.54
6.85
6.31
S.U.
03/18/15
6.86
7.16
6.88
7.52
S.U.
09/23/15
6.71
7.06
7.13
6.49
S.U.
03/15/16
6.61
6.65
6.54
6.73
S.U.
09/20/16
6.76
6.02
6.64
5.41
S.U.
03/21/17
7.40
6.60
6.86
6.17
S.U.
09/20/17
6.55
7.15
6.89
7.55
(Verification Event)
S.U.
10/02/17
7.55
--
--
--
S. U.
03/21/18
8.13
8.01
7.37
7.90
S.U.
09/25/18
7.26
7.09
6.62
7.05
S.U.
03/25/19
7.21
7.20
6.93
7.26
S.U.
09/18/19
7.06
7.21
7.06
7.37
S.U.
03/16/20
7.12
6.93
6.66
7.17
S.U.
09/24/20
6.73
6.57
6.22
7.33
S.U.
03/16/21
7.39
6.98
6.69
7.21
(Verification Event)
S.U.
06/15/21
7.28
6.93
6.85
7.19
S.U.
09/20/21
7.40
7.30
6.62
7.32
S.U.
03/14/22
7.11
7.18
6.74
7.34
S.U.
09/19/22
6.18
6.92
6.78
6.97
S.U.
03/20/23
7.42
7.27
6.94
7.30
Specific Conductivity (field)
US/cm
10/05/06
530
765
1512
184
US/cm
10/02/07
498
1029
3037
321
US/cm
04/01/08
400
932
2355
400
US/cm
03/24/09
620
810
3230
360
US/cm
09/22/09
388
845
1328
338
US/cm
03/22/10
343
783
403
317
US/cm
09/23/10
506
1217
2605
343
US/cm
03/16/11
357
715
2341
354
US/cm
09/21/11
484
863
2149
326
US/cm
03/21/12
347
1025
2466
250
US/cm
09/20/12
418
1017
3162
269
US/cm
03/20/13
171
456
1567
177
US/cm
09/18/13
356
738
1782
307
US/cm
03/26/14
339
685
2688
342
US/cm
09/18/14
401
691
2212
345
US/cm
03/18/15
323
366
2766
297
US/cm
09/23/15
505
561
2455
278
US/cm
03/15/16
316
666
1587
326
US/cm
09/20/16
264
542
1990
265
US/cm
03/21/17
423
700
6161
308
US/cm
09/20/17
386
785
1966
349
(Verification Event)
uS/cm
10/02/17
365
--
--
--
US/cm
03/21/18
284
669
1869
292
US/cm
09/25/18
351
697
3302
311
US/cm
03/25/19
282
619
1346
334
US/cm
09/18/19
397
708
1863
376
US/cm
03/16/20
315
714
1796
354
US/cm
09/24/20
365
660
7060
346
US/cm
03/16/21
243
406
1705
242
(Verification Event)
uS/cm
06/15/21
339
554
2193
325
US/cm
09/20/21
300
673
4303
367
US/cm
03/14/22
261
593
3663
281
US/cm
09/19/22
409
587
436
292
US/cm
03/20/23
229
641
436
230
1 of 3

July 2023
GL2014715721
TABLE 7
Summary of Field Parameters for Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring
Constituent/Parameter
Units
Date
BR-1
BR-2
BR-3
SW-1
Temperature (field)
Celsius
10/05/06
15.7
16.0
15.9
17.0
Celsius
10/02/07
13.6
14.9
15.30
14.9
Celsius
04/01/08
15.9
10.7
10.7
15.9
Celsius
03/24/09
13.4
14.8
8.2
14.4
Celsius
09/22/09
20.5
18.6
19.5
19.2
Celsius
03/22/10
6.8
8.1
7.7
7.8
Celsius
09/23/10
20.1
18.1
19.6
19.4
Celsius
03/16/11
8.1
11.2
11.3
7.1
Celsius
09/21/11
16.7
20.1
18.1
16.6
Celsius
03/21/12
13.4
17.0
17.7
14.4
Celsius
09/20/12
15.7
17.8
16.1
16.3
Celsius
03/20/13
2.4
10.3
7.8
7.7
Celsius
09/18/13
16.0
17.7
17.3
16.9
Celsius
03/26/14
10.6
6.9
10.7
3.9
Celsius
09/18/14
17.8
17.3
17.9
16.6
Celsius
03/18/15
12.7
13.0
14.0
9.0
Celsius
09/23/15
18.3
19.1
19.1
18.1
Celsius
03/15/16
8.5
10.0
16.3
8.9
Celsius
09/20/16
22.4
20.7
20.3
20.5
Celsius
03/21/17
15.0
17.0
15.5
16.5
Celsius
09/20/17
18.3
20.4
18.1
19.3
(Verification Event)
Celsius
10/02/17
14.5
--
--
--
Celsius
03/21/18
9.00
10.47
9.35
9.03
Celsius
09/25/18
19.4
19.6
18.8
18.6
Celsius
03/25/19
8.3
11.7
8.0
8.3
Celsius
09/18/19
18.7
19.0
18.4
18.2
Celsius
03/16/20
11.1
12.0
10.6
10.4
Celsius
09/24/20
15.3
17.3
15.7
15.2
Celsius
03/16/21
4.7
6.8
4.6
5.5
(Verification Event)
Celsius
06/15/21
17.7
18.1
18.1
17.5
Celsius
09/20/21
18.0
19.2
18.1
17.7
Celsius
03/14/22
6.3
9.8
6.7
6.9
Celsius
09/19/22
18.3
18.0
15.6
16.0
Celsius
03/20/23
6.9
10.4
7.9
7.6
Turbidity (field)
NTU
03/24/09
34.2
12.7
3.02
6.58
NTU
09/22/09
69.3
29.7
24.9
9.06
NTU
03/22/10
29.6
12.6
10
23
NTU
09/23/10
54.2
6.72
11.3
3.51
NTU
03/16/11
74.6
8.59
23.6
20.7
NTU
09/21 /11
66.4
215
42.8
35.9
NTU
03/21 /12
27.7
97.4
17.0
11.4
NTU
09/20/12
67.0
30.2
12.5
67.0
NTU
03/20/13
40.7
19.1
10.1
9.60
NTU
09/18/13
23.4
24.9
14.3
16.9
NTU
03/26/14
24.9
6.90
14.7
9.87
NTU
09/18/14
2.32
4.95
1.46
2.84
NTU
03/18/15
10.40
6.35
3.19
11.10
NTU
09/23/15
20.2
1.05
0.90
1.01
NTU
03/15/16
17.9
10.5
5.01
4.75
NTU
09/20/16
5.73
2.78
2.03
3.71
NTU
03/21 /17
3.93
6.39
3.85
3.27
NTU
09/20/17
4.16
22.7
1.20
2.05
(Verification Event)
NTU
10/02/17
--
--
--
--
NTU
03/21 /18
10.5
5.54
2.80
8.76
NTU
09/25/18
9.67
4.23
7.48
2.66
NTU
03/25/19
26.2
17.2
14.1
13.7
NTU
09/18/19
19.3
4.84
2.44
3.77
NTU
03/16/20
8.59
9.53
3.36
4.87
NTU
09/24/20
7.29
40.8
34.2
3.17
NTU
03/16/21
482
32.0
70.3
202
(Verification Event)
NTU
06/15/21
12.3
9.81
9.53
3.73
NTU
09/20/21
14.7
11.11
3.74
2.19
NTU
03/14/22
6.98
8.43
3.59
4.40
NTU
09/19/22
6.47
7.65
9.41
2.65
NTU
03/20/23
10.81
8.83
10.7
7.60
2 of 3

July 2023
GL2014715721
TABLE 7
Summary of Field Parameters for Surface Water Monitoring Points
Henderson County Closed Landfill, Permit No. 45-01
Detected Monitoring
Constituent/Parameter
Units
Date
BR-1
BR-2
BR-3
SWA
Oxidation Reduction Potential (field)
mV
09/22/09
-27.9
-51.1
-35.1
26.6
mV
03/22/10
-9.7
-45.7
47.1
-29.0
mV
09/23/10
-27.2
-134.9
-2.0
30.2
mV
03/16/11
15.1
31.4
1.3
-1.6
mV
09/21/11
-34.1
-25.4
-18.9
-41.0
mV
03/21 /12
15.4
-51.4
11.0
7.71
mV
09/20/12
-180.3
1.0
-136.6
-129.5
mV
03/20/13
1.5
-42.3
9.7
-1.7
mV
09/18/13
14.2
-31.0
60.7
90.6
mV
03/26/14
-105.6
-120.6
-80.5
-75.0
mV
09/18/14
86.8
66.5
45.0
179.9
mV
03/18/15
26.8
-40.9
7.0
76.0
mV
09/23/15
-13.3
118.2
74.5
155.9
mV
03/15/16
7.3
-0.5
-2.3
37.3
mV
09/20/16
170.1
190.8
171.0
213.8
mV
03/21/17
--
--
-1.5
200.6
mV
09/20/17
3.00
--
-8.1
28.1
(Verification Event)
mV
10/02/17
--
--
--
--
mV
03/21 /18
-29.4
-51.4
-4.4
-6.8
mV
09/25/18
-52.5
-89.4
4.6
42.9
mV
03/25/19
-45.2
-13.2
3.2
-14.8
mV
09/18/19
-21.1
2.4
-5.4
51.1
mV
03/16/20
-55.2
-43.5
-10.3
39.0
mV
09/24/20
-46.7
-70.9
-30.1
-53.3
mV
03/16/21
-1.7
20.8
46.5
49..6
(Verification Event)
mV
06/15/21
-43.7
-14.0
-13.9
76.3
mV
09/20/21
28.8
-47.1
83.0
74.3
mV
03/14/22
-77.5
-77.8
-41.7
-62.4
mV
09/19/22
33.7
104.9
-4.3
37.0
mV
03/20/23
-48.1
-62.4
-21.4
-34.5
Dissolved Oxygen (field)
mg/L
09/22/09
4.00
4.20
4.33
5.02
mg/L
03/22/10
10.99
9.49
9.03
10.47
mg/L
09/23/10
6.87
24.0
6.36
6.28
mg/L
03/16/11
14.68
13.44
8.76
10.47
mg/L
09/21 /11
7.42
6.32
6.90
8.74
mg/L
03/21 /12
8.37
6.04
7.23
13.9
mg/L
09/20/12
5.53
12.35
6.67
7.13
mg/L
09/18/13
8.19
5.36
6.09
5.86
mg/L
03/26/14
10.75
8.64
9.54
9.33
mg/L
09/18/14
6.17
5.45
6.38
6.12
mg/L
03/18/15
11.15
9.01
8.17
10.03
mg/L
09/23/15
4.77
4.18
5.09
4.93
mg/L
03/15/16
8.39
5.82
8.33
6.95
mg/L
09/20/16
7.91
4.18
6.84
6.32
mg/L
03/21 /17
--
--
7.50
7.45
mg/L
09/20/17
6.37
--
6.75
5.87
(Verification Event)
mg/L
10/02/17
--
--
--
--
mg/L
03/21 /18
6.98
7.94
7.56
7.31
mg/L
09/25/18
6.67
4.00
7.43
5.71
mg/L
03/25/19
10.42
5.87
9.43
9.84
mg/L
09/18/19
5.27
3.17
7.43
5.39
mg/L
03/16/20
10.02
7.95
9.16
8.94
mg/L
09/24/20
7.48
5.62
6.56
7.41
mg/L
03/16/21
12.15
10.57
11.88
11.63
(Verification Event)
mg/L
06/15/21
5.72
3.61
6.17
4.71
mg/L
09/20/21
7.26
4.04
6.01
4.61
mg/L
03/14/22
10.41
9.41
10.07
8.76
mg/L
09/19/22
10.41
9.41
10.07
8.76
m /L
03/20/23
10.41
9.41
10.46
8.76
Notes: mg/L =
milligrams per liter
S.U. =
Standard Units
NTU =
Nephelometric Turbidity Units
uS/cm =
microsiemens per centimeter
mV =
Millivolts
-- =
no data available
dry = there was no discernible flow and a sample was not collected.
1) Historical data prior to March 2009 provided by Henderson County and
CDM.
3 of 3

July 2023
TABLE 8
GL2014715721
Summary of Detected Constituents in C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Henderson County, North Carolina
Detected Monitoring
SwS
Upgradient Well
Downgradient
Wells
Units
Date
MDL
PQL
Reporting
Blanks
MW-10
MW-11
MW-12
MW-13
Constituent/Parameter
Limit
Antimony
ug/L
03/24/09
0.68
2.00
6
ND
ND
ND
ND
ND
NC 2L = 1 ug/L
ug/L
09/22/09
0.073
2.00
6
ND
ND
0.098
J
ND
ND
EPA MCL = 6 ug/L
ug/L
03/24/10
0.22
2.00
6
ND
ND
ND
ND
ND
ug/L
09/22/10
0.22
2.00
6
ND
ND
ND
ND
ND
ug/L
03/16/11
0.22
2.00
6
ND
ND
0.248
J
0.360 J
ND
ug/L
09/21/11
0.22
2.00
6
0.255 J
--
ND
0.609 J
ND
ug/L
03/21/12
0.22
2.00
6
0.365 J
0.965
J
ND
ND
ND
ug/L
09/20/12
0.22
2.00
6
ND
ND
ND
ND
ND
ug/L
03/20/13
0.22
2.00
6
ND
0.323
J
ND
ND
ND
ug/L
09/18/13
0.22
2.00
6
ND
ND
ND
ND
ND
ug/L
03/27/14
0.22
2.00
6
ND
0.870
J
ND
ND
ND
ug/L
09/18/14
0.22
2.00
6
0.335 J
0.893
J
ND
ND
ND
ug/L
03/18/15
0.22
2.00
6
0.653 J
0.742
J
ND
ND
ND
ug/L
09/23/15
0.22
2.00
6
ND
ND
ND
ND
0.331 J
ug/L
03/15/16
0.22
2.00
6
0.908 J
ND
ND
ND
ND
ug/L
09/21/16
0.22
2.00
6
ND
0.282
J
ND
ND
ND
ug/L
03/23/17
0.22
2.00
6
Dry
ND
ND
ND
ND
ug/L
09/20/17
0.22
2.00
6
ND
ND
ND
ND
ND
ug/L
03/21/18
0.22
5.00
6
ND
ND
ND
ND
ND
ug/L
09/25/18
1.85
5.00
--
ND
ND
ND
ND
ND
ug/L
03/25/19
0.74
2.00
--
ND
ND
ND
ND
ND
ug/L
09/19/19
0.74
2.00
--
ND
ND
ND
ND
ND
ug/L
03/16/20
0.74
2.00
--
ND
ND
ND
ND
ND
ug/L
09/24/20
0.74
2.00
--
ND
ND
ND
ND
ND
ug/L
03/16/21
0.74
2.00
--
ND
ND
ND
ND
ND
ug/L
09/20/21
0.74
2.00
--
ND
ND
ND
ND
ND
ug/L
03/14/22
0.74
2.00
--
ND
ND
ND
ND
ND
ug/L
09/19/22
0.74
2.00
--
ND
ND
ND
ND
ND
ug/L
03/30/23
0.34
5.00
--
ND
ND
ND
ND
ND
Arsenic
ug/L
06/21/01
--
--
10
ND
ND
ND
ND
--
NC 2L = 10 ug/L
ug/L
04/24/02
--
--
10
ND
ND
ND
ND
--
EPA MCL = 10 ug/L
ug/L
10/01/02
--
--
10
ND
ND
ND
ND
--
ug/L
04/10/03
--
--
10
ND
ND
ND
ND
--
ug/L
10/20/03
--
--
10
ND
ND
ND
ND
--
ug/L
03/24/04
--
--
10
ND
ND
ND
ND
--
ug/L
10/27/04
--
--
10
ND
ND
ND
ND
--
ug/L
05/25/05
--
--
10
ND
ND
ND
ND
--
ug/L
10/05/05
--
--
10
ND
ND
ND
ND
--
ug/L
04/25/06
--
--
10
ND
ND
ND
ND
--
ug/L
10/05/06
--
--
10
ND
ND
ND
ND
ND
ug/L
03/21/07
--
--
10
ND
ND
ND
ND
ND
ug/L
10/02/07
--
--
10
2.79 J
ND
ND
4.85 J
ND
ug/L
04/01 /08
--
--
10
10.1
3.01
J
6.29
J
9.48 J
ND
ug/L
10/29/08
--
--
10
ND
ND
ND
ND
ND
ug/L
03/24/09
2.8
10.0
10
ND
ND
ND
ND
ND
ug/L
09/22/09
2.8
10.0
10
ND
3.81
J
3.64
J
ND
ND
ug/L
03/24/10
2.8
10.0
10
ND
ND
ND
ND
ND
ug/L
09/22/10
2.8
10.0
10
ND
ND
ND
ND
ND
ug/L
03/16/11
2.8
10.0
10
ND
ND
ND
ND
ND
ug/L
09/21/11
2.8
10.0
10
ND
--
ND
ND
ND
ug/L
03/21/12
2.8
10.0
10
ND
ND
ND
ND
ND
ug/L
09/20/12
2.8
10.0
10
ND
ND
ND
ND
3.27 J
ug/L
03/20/13
2.8
10.0
10
ND
ND
3.23
J
ND
ND
ug/L
09/18/13
5.4
10.0
10
ND
ND
ND
ND
ND
ug/L
03/27/14
5.4
10.0
10
ND
ND
ND
ND
ND
ug/L
09/18/14
5.4
10.0
10
ND
ND
ND
ND
ND
ug/L
03/18/15
5.4
10.0
10
ND
ND
ND
ND
ND
ug/L
09/23/15
5.4
10.0
10
ND
ND
ND
ND
ND
ug/L
03/15/16
5.4
10.0
10
ND
ND
ND
ND
ND
ug/L
09/21/16
5.4
10.0
10
ND
ND
ND
ND
ND
ug/L
03/23/17
5.4
10.0
10
Dry
ND
ND
ND
ND
ug/L
09/20/17
5.4
10.0
10
ND
ND
ND
ND
ND
ug/L
03/21/18
5.4
10.0
10
ND
ND
ND
ND
ND
ug/L
09/25/18
7.6
10.0
--
ND
ND
ND
ND
ND
ug/L
03/25/19
7.6
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/19
7.6
10.0
--
ND
ND
ND
ND
ND
ug/L
03/16/20
7.6
10.0
--
ND
ND
ND
ND
ND
ug/L
09/24/20
7.6
10.0
--
ND
ND
ND
ND
ND
ug/L
03/16/21
7.6
10.0
--
ND
ND
ND
ND
ND
ug/L
09/20/21
7.6
10.0
--
ND
ND
ND
ND
ND
ug/L
03/14/22
7.6
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/22
7.6
10.0
--
ND
ND
ND
ND
ND
ug/L
03/30/23
6.4
20.0
--
ND
ND
ND
ND
ND
Barium
ug/L
06/21/01
--
--
100
ND
ND
ND
ND
--
NC 2L = 700 ug/L
ug/L
04/24/02
--
--
100
278
ND
306
ND
--
EPA MCL = 2000 ug/L
ug/L
10/01/02
--
--
100
ND
ND
ND
ND
--
ug/L
04/10/03
--
--
100
ND
ND
ND
ND
--
ug/L
10/20/03
--
--
100
ND
ND
ND
ND
--
ug/L
03/24/04
--
--
100
ND
ND
ND
ND
--
ug/L
10/27/04
--
--
100
ND
ND
ND
ND
--
ug/L
05/25/05
--
--
100
ND
ND
ND
ND
--
ug/L
10/05/05
--
--
100
ND
ND
ND
ND
--
ug/L
04/25/06
--
--
100
ND
ND
ND
ND
--
ug/L
10/05/06
--
--
100
ND
ND
ND
ND
ND
ug/L
03/21 /07
--
--
100
19.5 J
25.0
J
19.7
J
20.0 J
ND
ug/L
10/02/07
--
--
100
12.0 J
24.7
J
15.6
J
28.2 J
ND
ug/L
04/01/08
--
--
100
49.5 J
63.1
J
27.6
J
153
ND
ug/L
10/29/08
--
--
100
5.81 J
150
26.1
J
68.7 J
ND
ug/L
03/24/09
4.2
10.0
100
15.8 J
61.2
J
25.9
J
19.8 J
ND
ug/L
09/22/09
1.0
10.0
100
5.04 J
75.9
J
26.0
J
14.9 J
ND
ug/L
03/24/10
1.0
10.0
100
2.75 B
33.7
J
14.3
J
12.1 J
1.54 J
ug/L
09/22/10
1.0
10.0
100
26.1 J
23.0
J
9.25
J
12.5 J
ND
ug/L
03/16/11
1.0
10.0
100
59.1 J
32.5
J
18.0
J
12.6 J
ND
ug/L
09/21/11
1.0
10.0
100
2.53 J
--
13.7
J
12.2 J
ND
ug/L
03/21/12
1.0
10.0
100
1.99 J
46.7
J
16.8
J
11.9 J
ND
ug/L
09/20/12
1.0
10.0
100
2.07 J
72.8
J
13.7
J
12.4 J
ND
ug/L
03/20/13
1.0
10.0
100
1.42 B
48.2
J
12.8
J
20.7 J
1.34 J
ug/L
09/18/13
1.0
10.0
100
429
59.6
J
16.7
J
24.2 J
1.08 J
ug/L
03/27/14
1.0
10.0
100
1.87 J
107
11.5
J
13.6 J
ND
ug/L
09/18/14
1.0
10.0
100
6.05 B
78.8
J
10.7
J
14.4 J
1.96 J
ug/L
03/18/15
1.0
10.0
100
8.07 J
155
22.4
J
14.5 J
ND
ug/L
09/23/15
1.0
10.0
100
4.41 B
113
16.7
B
13.9 B
4.08 J
ug/L
03/15/16
1.0
10.0
100
4.45 J
112
15.4
J
13.1 J
ND
ug/L
09/21/16
1.0
10.0
100
2.53 J
168
19.6
J
29.6 J
ND
ug/L
03/23/17
1.0
10.0
100
Dry
151
19.9
J
14.0 J
ND
ug/L
09/20/17
1.0
10.0
100
4.75 J
144
19.9
J
15.7 J
ND
ug/L
03/21/18
1.0
10.0
100
3.40 J
100
16.3
J
13.8 J
ND
ug/L
09/25/18
1.1
10.0
--
2.75 J
86.4
15.5
12.6
ND
ug/L
03/25/19
1.1
10.0
--
2.04 J
124
21.7
13.1
ND
ug/L
09/19/19
1.1
10.0
--
2.47 B
121
30.1
14.2 B
3.97 J
ug/L
03/16/20
1.1
10.0
--
1.95 J
102
29.2
15.3
ND
ug/L
09/24/20
1.1
10.0
--
2.77 J
106
35.1
15.9
ND
ug/L
03/16/21
1.1
10.0
--
2.72 J
106
40.1
17.8
ND
ug/L
09/20/21
1.1
10.0
--
2.71 J
85.6
38.2
17.0
ND
ug/L
03/14/22
1.1
10.0
--
2.90 J
73.4
35.6
18.5
ND
ug/L
09/19/22
1.1
10.0
--
4.02 J
65.4
23.5
19.7
ND
ug/L
03/30/23
4.4
10.0
--
ND
68.4
20.6
17.6
ND
1 of 12

July 2023
TABLE 8
GL2014715721
Summary of Detected Constituents in C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Henderson County, North Carolina
Detected Monitoring
SwS
Upgradient Well
Downgradient
Wells
Units
Date
MDL
PQL
Reporting
Blanks
MW-10
MW-11
MW-12
MW-13
Constituent/Parameter
Limit
Beryllium
ug/L
03/24/09
0.08
1.00
1
0.32 J
1.19
0.46
J
0.09 J
ND
NC 2L = 4 ug/L
ug/L
09/22/09
0.10
1.00
1
0.190 B
1.02
0.682
J
0.117 B
0.113
EPA MCL = 4 ug/L
ug/L
03/24/10
0.10
1.00
1
0.178 J
1.46
0.130
J
ND
ND
ug/L
09/22/10
0.10
1.00
1
ND
0.882
J
0.120
J
ND
ND
ug/L
03/16/11
0.10
1.00
1
0.753 J
0.941
J
0.117
J
ND
ND
ug/L
09/21/11
0.10
1.00
1
ND
--
ND
ND
ND
ug/L
03/21/12
0.10
1.00
1
ND
0.869
J
0.118
J
ND
ND
ug/L
09/20/12
0.10
1.00
1
ND
1.04
ND
ND
ND
ug/L
03/20/13
0.10
1.00
1
ND
0.785
J
0.102
J
ND
ND
ug/L
09/18/13
0.10
1.00
1
5.56
1.12
0.193
J
ND
ND
ug/L
03/27/14
0.10
1.00
1
0.139 J
1.55
0.132
J
ND
ND
ug/L
09/18/14
0.10
1.00
1
0.112 J
0.968
J
ND
ND
ND
ug/L
03/18/15
0.10
1.00
1
0.143 J
1.37
0.135
J
ND
ND
ug/L
09/23/15
0.10
1.00
1
ND
0.451
J
ND
ND
ND
ug/L
03/15/16
0.10
1.00
1
0.115 J
0.951
J
ND
ND
ND
ug/L
09/21/16
0.10
1.00
1
ND
0.676
J
ND
ND
ND
ug/L
03/23/17
0.10
1.00
1
Dry
0.458
J
ND
ND
ND
ug/L
09/20/17
0.10
1.00
1
ND
0.644
J
ND
ND
ND
ug/L
03/21/18
0.13
1.00
1
0.211 J
0.426
J
ND
ND
ND
ug/L
09/25/18
0.16
1.00
--
0.224 J
0.480
J
0.221
J
ND
ND
ug/L
03/25/19
0.16
1.00
--
0.220 J
0.462
J
ND
ND
ND
ug/L
09/19/19
0.16
1.00
--
ND
0.501
J
ND
ND
ND
ug/L
03/16/20
0.16
1.00
--
ND
0.257
J
ND
ND
ND
ug/L
09/24/20
0.16
1.00
--
ND
0.563
J
ND
ND
ND
ug/L
03/16/21
0.16
1.00
--
ND
0.511
J
ND
ND
ND
ug/L
09/20/21
0.16
1.00
--
ND
0.627
J
ND
ND
ND
ug/L
03/14/22
0.16
1.00
--
ND
0.411
J
ND
ND
ND
ug/L
09/19/22
0.16
1.00
--
ND
0.254
J
ND
ND
ND
ug/L
03/30/23
0.30
4.00
--
1.08 B
1.13
B
1.02
B
0.840 B
0.640 J
Cadmium
ug/L
06/21/01
--
--
1
ND
ND
ND
ND
--
NC 2L = 2 ug/L
ug/L
04/24/02
--
--
1
ND
ND
ND
ND
--
EPA MCL = 5 ug/L
ug/L
10/01/02
--
--
1
ND
ND
ND
ND
--
ug/L
04/10/03
--
--
1
ND
ND
ND
ND
--
ug/L
10/20/03
--
--
1
ND
ND
ND
ND
--
ug/L
03/24/04
--
--
1
ND
ND
ND
ND
--
ug/L
10/27/04
--
--
1
ND
ND
ND
ND
--
ug/L
05/25/05
--
--
1
ND
ND
ND
ND
--
ug/L
10/05/05
--
--
1
ND
ND
ND
ND
--
ug/L
04/25/06
--
--
1
ND
ND
ND
ND
--
ug/L
10/05/06
--
--
1
ND
ND
ND
ND
ND
ug/L
03/21/07
--
--
1
0.750 J
1.31
J
2.31
J
2.15 J
ND
ug/L
10/02/07
--
--
1
ND
ND
2.90
J
ND
ND
ug/L
04/01/08
--
--
1
ND
ND
ND
0.53 J
ND
ug/L
10/29/08
--
--
1
ND
0.35
J
ND
ND
ND
ug/L
03/24/09
0.09
1.00
1
ND
0.27
J
0.14
J
ND
ND
ug/L
09/22/09
0.36
1.00
1
ND
1.15
0.461
J
1.00
ND
ug/L
03/24/10
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
09/22/10
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
03/16/11
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
09/21/11
0.36
1.00
1
ND
--
0.402
J
ND
ND
ug/L
03/21/12
0.36
1.00
1
ND
ND
0.774
J
ND
ND
ug/L
09/20/12
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
03/20/13
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
09/18/13
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
03/27/14
0.36
1.00
1
ND
1.05
ND
ND
ND
ug/L
09/18/14
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
03/18/15
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
09/23/15
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
03/15/16
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
09/21/16
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
03/23/17
0.36
1.00
1
Dry
0.573
B
ND
ND
0.508 J
ug/L
09/20/17
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
03/21/18
0.36
1.00
1
ND
ND
ND
ND
ND
ug/L
09/25/18
0.36
1.00
--
ND
ND
ND
ND
ND
ug/L
03/25/19
0.36
1.00
--
ND
ND
ND
ND
ND
ug/L
09/19/19
0.36
1.00
--
ND
ND
ND
ND
ND
ug/L
03/16/20
0.36
1.00
--
ND
ND
ND
ND
ND
ug/L
09/24/20
0.36
1.00
--
ND
ND
ND
ND
ND
ug/L
03/16/21
0.36
1.00
--
ND
ND
ND
ND
ND
ug/L
09/20/21
0.36
1.00
--
ND
ND
ND
ND
ND
ug/L
03/14/22
0.36
1.00
--
ND
ND
ND
ND
ND
ug/L
09/19/22
0.36
1.00
--
ND
ND
ND
ND
ND
ug/L
03/30/23
0.44
5.00
--
ND
ND
ND
ND
ND
Chromium
ug/L
06/21/01
--
--
10
ND
ND
ND
23.8
--
NC 2L = 10 ug/L
ug/L
04/24/02
--
--
10
ND
ND
ND
ND
--
EPA MCL = 100 ug/L
ug/L
10/01/02
--
--
10
ND
ND
ND
ND
--
ug/L
04/10/03
--
--
10
ND
ND
ND
ND
--
ug/L
10/20/03
--
--
10
ND
ND
ND
13.5
--
ug/L
03/24/04
--
--
10
ND
ND
ND
12.8
--
ug/L
10/27/04
--
--
10
ND
ND
ND
ND
--
ug/L
05/25/05
--
--
10
ND
ND
ND
ND
--
ug/L
10/05/05
--
--
10
ND
ND
ND
ND
--
ug/L
04/25/06
--
--
10
ND
ND
ND
ND
--
ug/L
10/05/06
--
--
10
ND
ND
ND
ND
ND
ug/L
03/21 /07
--
--
10
3.41 J
3.26
J
3.55
J
2.97 J
ND
ug/L
10/02/07
--
--
10
2.28 J
1.17
J
2.08
J
3.80 J
ND
ug/L
04/01/08
--
--
10
5.80 J
3.56
J
3.07
J
103
ND
ug/L
10/29/08
--
--
10
ND
ND
1.77
J
19.0
ND
ug/L
03/24/09
0.7
10.0
10
1.0 J
ND
1.2
J
3.0 J
ND
ug/L
09/22/09
1.0
10.0
10
ND
ND
ND
ND
ND
ug/L
03/24/10
1.0
10.0
10
ND
ND
ND
ND
ND
ug/L
09/22/10
1.0
10.0
10
1.18 J
ND
ND
ND
ND
ug/L
03/16/11
1.0
10.0
10
5.18 J
ND
ND
ND
ND
ug/L
09/21/11
1.0
10.0
10
ND
--
ND
ND
ND
ug/L
03/21/12
1.0
10.0
10
ND
ND
ND
ND
ND
ug/L
09/20/12
1.0
10.0
10
ND
1.80
J
ND
ND
ND
ug/L
03/20/13
1.4
10.0
10
ND
ND
ND
ND
ND
ug/L
09/18/13
1.4
10.0
10
12.6
ND
ND
1.57 J
ND
ug/L
03/27/14
1.4
10.0
10
ND
ND
ND
ND
ND
ug/L
09/18/14
1.4
10.0
10
ND
ND
ND
ND
ND
ug/L
03/18/15
1.4
10.0
10
ND
ND
ND
ND
ND
ug/L
09/23/15
1.4
10.0
10
ND
ND
ND
ND
ND
ug/L
03/15/16
1.4
10.0
10
ND
ND
ND
ND
ND
ug/L
09/21/16
1.4
10.0
10
ND
ND
ND
ND
ND
ug/L
03/23/17
1.4
10.0
10
Dry
ND
ND
4.79 J
ND
ug/L
09/20/17
1.4
10.0
10
ND
ND
ND
ND
ND
ug/L
03/21/18
1.4
10.0
10
ND
ND
ND
ND
ND
ug/L
09/25/18
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
03/25/19
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/19
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
03/16/20
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
09/24/20
1.4
10.0
--
ND
3.01
J
2.42
J
ND
ND
ug/L
03/16/21
1.4
10.0
--
ND
2.92
J
ND
ND
ND
ug/L
09/20/21
1.4
10.0
--
1.57 J
2.86
J
2.03
J
ND
ND
ug/L
03/14/22
1.4
10.0
--
ND
6.23
J
1.58
J
ND
ND
ug/L
09/19/22
1.4
10.0
--
ND
4.03
J
1.72
J
ND
ND
ug/L
03/30/23
1.1
10.0
--
ND
ND
ND
ND
ND
2 of 12

July 2023
TABLE 8
GL2014715721
Summary of Detected Constituents in C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Henderson County, North Carolina
Detected Monitoring
SwS
Upgradient Well
Downgradient
Wells
Units
Date
MDL
PQL
Reporting
Blanks
MW-10
MW-11
MW-12
MW-13
Constituent/Parameter
Limit
Cobalt
ug/L
03/24/09
0.6
10.0
10
0.8 J
ND
1.10
J
ND
ND
NC 2L = 1 ug/L
ug/L
09/22/09
1.1
10.0
10
ND
ND
1.28
J
ND
ND
EPA MCL = No Standard
ug/L
03/24/10
1.1
10.0
10
ND
4.30
J
ND
ND
ND
ug/L
09/22/10
1.1
10.0
10
2.10 J
2.89
J
1.87
J
ND
ND
ug/L
03/16/11
1.1
10.0
10
3.28 J
2.05
J
ND
ND
ND
ug/L
09/21/11
1.1
10.0
10
ND
--
ND
ND
ND
ug/L
03/21/12
1.1
10.0
10
ND
ND
ND
ND
ND
ug/L
09/20/12
1.1
10.0
10
ND
1.37
J
1.55
J
1.11 J
ND
ug/L
03/20/13
1.1
10.0
10
ND
1.54
J
ND
2.35 J
ND
ug/L
09/18/13
1.1
10.0
10
15.3
1.56
J
ND
ND
ND
ug/L
03/27/14
1.1
10.0
10
ND
6.98
J
ND
ND
ND
ug/L
09/18/14
1.1
10.0
10
ND
7.44
J
ND
ND
ND
ug/L
03/18/15
1.1
10.0
10
ND
1.29
J
ND
ND
ND
ug/L
09/23/15
1.1
10.0
10
ND
ND
ND
ND
ND
ug/L
03/15/16
1.1
10.0
10
ND
2.74
J
ND
ND
ND
ug/L
09/21/16
1.1
10.0
10
ND
4.39
J
ND
ND
ND
ug/L
03/23/17
1.1
10.0
10
Dry
ND
ND
ND
ND
ug/L
09/20/17
1.1
10.0
10
ND
2.27
J
ND
1.28 J
ND
ug/L
03/21/18
1.1
10.0
10
ND
2.93
J
ND
1.32 J
ND
ug/L
09/25/18
1.4
10.0
--
ND
5.09
J
ND
ND
ND
ug/L
03/25/19
1.4
10.0
--
ND
3.18
J
ND
1.93 J
ND
ug/L
09/19/19
1.4
10.0
--
ND
13.0
ND
ND
ND
ug/L
03/16/20
1.4
10.0
--
ND
ND
ND
3.20 J
ND
ug/L
09/24/20
1.4
10.0
--
ND
2.17
J
ND
2.01 J
ND
ug/L
03/16/21
1.4
10.0
--
ND
2.92
J
ND
2.90 J
ND
ug/L
09/20/21
1.4
10.0
--
ND
ND
ND
2.58 J
ND
ug/L
03/14/22
1.4
10.0
--
ND
5.58
J
ND
3.43 J
ND
ug/L
09/19/22
1.4
10.0
--
ND
2.36
J
ND
2.49 J
ND
ug/L
03/30/23
1.4
10.0
--
ND
2.77
J
ND
4.34 J
ND
Copper
ug/L
03/24/09
0.81
10.0
10
3.42 J
ND
ND
ND
ND
NC 2L =1000 ug/L
ug/L
09/22/09
1.6
10.0
10
ND
ND
ND
1.82 J
ND
EPA MCL = 1300 ug/L
ug/L
03/24/10
1.6
10.0
10
ND
2.76
J
ND
ND
ND
ug/L
09/22/10
1.6
10.0
10
3.49 J
ND
ND
ND
ND
ug/L
03/16/11
1.6
10.0
10
15.9
2.55
J
3.09
J
4.85 J
ND
ug/L
09/21/11
1.6
10.0
10
ND
--
ND
1.80 J
ND
ug/L
03/21/12
1.6
10.0
10
ND
ND
ND
ND
ND
ug/L
09/20/12
1.6
10.0
10
ND
ND
ND
ND
ND
ug/L
03/20/13
1.6
10.0
10
ND
ND
1.97
J
ND
ND
ug/L
09/18/13
1.6
10.0
10
31.1
ND
ND
ND
ND
ug/L
03/27/14
1.6
10.0
10
ND
ND
ND
ND
ND
ug/L
09/18/14
1.6
10.0
10
ND
ND
ND
ND
ND
ug/L
03/18/15
1.6
10.0
10
ND
4.30
B
1.95
B
ND
1.74 J
ug/L
09/23/15
1.6
10.0
10
ND
ND
ND
ND
ND
ug/L
03/15/16
1.6
10.0
10
ND
ND
ND
ND
2.01 J
ug/L
09/21/16
1.6
10.0
10
3.22 B
2.80
B
5.34
B
2.15 B
3.37 J
ug/L
03/23/17
1.6
10.0
10
Dry
ND
ND
ND
1.97 J
ug/L
09/20/17
1.6
10.0
10
3.20 B
4.13
B
2.70
B
2.55 B
2.35 J
ug/L
03/21/18
1.6
10.0
10
ND
ND
ND
ND
ND
ug/L
09/25/18
1.6
10.0
--
ND
ND
ND
ND
ND
ug/L
03/25/19
1.6
10.0
--
ND
4.17
J
ND
ND
ND
ug/L
09/19/19
1.6
10.0
--
ND
ND
ND
ND
5.73 J
ug/L
03/16/20
1.6
10.0
--
1.78 B
2.83
B
1.78
B
ND
2.00 J
ug/L
09/24/20
1.6
10.0
--
2.33 B
ND
ND
ND
2.42 J
ug/L
03/16/21
1.6
10.0
--
ND
ND
ND
ND
ND
ug/L
09/20/21
1.6
10.0
--
ND
ND
ND
ND
ND
ug/L
03/14/22
1.6
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/22
1.6
10.0
--
2.24 B
ND
ND
ND
1.85 J
ug/L
03/30/23
3.2
20.0
--
3.86 J
ND
ND
ND
ND
Lead
ug/L
06/21 /01
--
--
10
14.2
ND
ND
10.4
--
NC 2L = 15 ug/L
ug/L
04/24/02
--
--
10
ND
ND
ND
ND
--
EPA MCL = 15 ug/L
ug/L
10/01/02
--
--
10
ND
ND
ND
ND
--
ug/L
04/10/03
--
--
10
ND
ND
ND
ND
--
ug/L
10/20/03
--
--
10
ND
ND
ND
ND
--
ug/L
03/24/04
--
--
10
ND
ND
ND
ND
--
ug/L
10/27/04
--
--
10
ND
ND
ND
ND
--
ug/L
05/25/05
--
--
10
10.3
ND
ND
ND
--
ug/L
10/05/05
--
--
10
ND
ND
ND
ND
--
ug/L
04/25/06
--
--
10
ND
ND
ND
ND
--
ug/L
10/05/06
--
--
10
ND
ND
ND
ND
ND
ug/L
03/21 /07
--
--
10
3.32 J
3.57
J
2.12
J
ND
ND
ug/L
10/02/07
--
--
10
ND
ND
ND
ND
ND
ug/L
04/01 /08
--
--
10
13.1
9.16
J
ND
25.1
ND
ug/L
10/29/08
--
--
10
6.51 J
ND
8.35
J
9.00 J
ND
ug/L
03/24/09
1.6
10.0
10
4.4 J
3.7
J
3.1
J
3.9 J
ND
ug/L
09/22/09
1.9
10.0
10
2.40 J
ND
3.84
J
ND
ND
ug/L
03/24/10
1.9
10.0
10
ND
ND
2.18
J
ND
ND
ug/L
09/22/10
1.9
10.0
10
2.56 J
ND
ND
ND
ND
ug/L
03/16/11
1.9
10.0
10
12.8
2.55
J
ND
2.29 J
ND
ug/L
09/21/11
1.9
10.0
10
ND
--
ND
ND
ND
ug/L
03/21/12
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
09/20/12
1.9
10.0
10
ND
ND
ND
ND
2.70 J
ug/L
03/20/13
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
09/18/13
2.1
10.0
10
37.6
ND
ND
ND
ND
ug/L
03/27/14
2.1
10.0
10
ND
ND
ND
ND
ND
ug/L
09/18/14
2.1
10.0
10
ND
ND
ND
ND
ND
ug/L
03/18/15
2.1
10.0
10
ND
ND
ND
ND
ND
ug/L
09/23/15
2.1
10.0
10
ND
ND
ND
ND
ND
ug/L
03/15/16
2.1
10.0
10
ND
ND
ND
ND
ND
ug/L
09/21/16
2.1
10.0
10
ND
ND
ND
ND
ND
ug/L
03/23/17
2.1
10.0
10
Dry
ND
ND
ND
ND
ug/L
09/20/17
3.1
10.0
10
ND
ND
ND
ND
ND
ug/L
03/21/18
3.1
10.0
10
ND
6.99
J
ND
ND
ND
ug/L
09/25/18
3.1
10.0
--
ND
ND
ND
ND
8.83
ug/L
03/25/19
3.1
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/19
3.1
10.0
--
ND
ND
ND
ND
ND
ug/L
03/16/20
3.1
10.0
--
ND
ND
ND
ND
ND
ug/L
09/24/20
3.1
10.0
--
ND
ND
ND
ND
ND
ug/L
03/16/21
3.1
10.0
--
ND
ND
ND
ND
ND
ug/L
09/20/21
3.1
10.0
--
ND
ND
ND
ND
ND
ug/L
03/14/22
3.1
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/22
3.1
10.0
--
ND
ND
ND
ND
ND
ug/L
03/30/23
6.6
10.0
--
ND
ND
ND
ND
ND
3 of 12

July 2023
TABLE 8
GL2014715721
Summary of Detected Constituents in C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Henderson County, North Carolina
Detected Monitoring
SwS
Upgradient Well
Downgradient
Wells
Units
Date
MDL
PQL
Reporting
Blanks
MW-10
MW-11
MW-12
MW-13
Constituent/Parameter
Limit
Mercury
ug/L
06/21/01
--
--
0.2
ND
ND
ND
ND
--
NC 2L = 1 ug/L
ug/L
04/24/02
--
--
0.2
ND
ND
ND
ND
--
EPA MCL = 2 ug/L
ug/L
10/01/02
--
--
0.2
ND
ND
ND
ND
--
ug/L
04/10/03
--
--
0.2
ND
ND
ND
ND
--
ug/L
10/20/03
--
--
0.2
ND
ND
ND
ND
--
ug/L
03/24/04
--
--
0.2
ND
ND
ND
ND
--
ug/L
10/27/04
--
--
0.2
ND
ND
ND
ND
--
ug/L
05/25/05
--
--
0.2
ND
ND
ND
ND
--
ug/L
10/05/05
--
--
0.2
ND
ND
ND
ND
--
ug/L
04/25/06
--
--
0.2
ND
ND
ND
ND
--
ug/L
10/05/06
--
--
0.2
ND
ND
ND
ND
ND
ug/L
03/21/07
--
--
0.2
ND
ND
0.093
J
ND
ND
ug/L
10/02/07
--
--
0.2
ND
ND
0.136
J
ND
ND
ug/L
04/01/08
--
--
0.2
ND
ND
0.096
J
ND
ND
ug/L
10/29/08
--
--
0.2
ND
ND
0.198
J
ND
ND
ug/L
03/24/09
0.11
0.20
0.2
ND
ND
0.54
ND
ND
ug/L
09/22/09
0.054
0.200
0.2
ND
ND
0.172
J
ND
ND
ug/L
03/24/10
0.054
0.200
0.2
ND
0.0586
J
0.144
J
ND
ND
ug/L
09/22/10
0.17
0.200
0.2
ND
ND
ND
ND
ND
ug/L
03/16/11
0.17
0.200
0.2
ND
ND
ND
ND
ND
ug/L
09/21/11
0.17
0.200
0.2
ND
--
ND
ND
ND
ug/L
03/21/12
0.17
0.200
0.2
ND
ND
ND
ND
ND
ug/L
09/20/12
0.17
0.200
0.2
ND
ND
0.253
ND
ND
ug/L
03/20/13
0.17
0.200
0.2
ND
ND
0.199
J
ND
ND
ug/L
09/18/13
0.17
0.200
0.2
ND
ND
ND
0.246
ND
ug/L
03/27/14
0.17
0.200
0.2
ND
ND
ND
ND
ND
ug/L
09/18/14
0.17
0.200
0.2
ND
ND
ND
ND
ND
ug/L
03/18/15
0.17
0.200
0.2
ND
ND
0.227
ND
ND
ug/L
09/23/15
0.17
0.200
0.2
ND
ND
ND
ND
ND
ug/L
03/15/16
0.17
0.200
0.2
ND
ND
ND
0.275
ND
ug/L
09/21/16
0.17
0.200
0.2
ND
ND
ND
ND
ND
ug/L
03/23/17
0.17
0.200
0.2
Dry
ND
ND
ND
ND
ug/L
09/20/17
0.17
0.200
0.2
ND
ND
ND
ND
ND
ug/L
03/21/18
0.17
0.200
0.2
ND
ND
ND
ND
ND
ug/L
09/25/18
0.15
0.200
--
ND
ND
ND
ND
ND
ug/L
03/25/19
0.15
0.200
--
ND
ND
ND
ND
ND
ug/L
09/19/19
0.15
0.200
--
ND
ND
ND
ND
ND
ug/L
03/16/20
0.15
0.200
--
ND
ND
ND
ND
ND
ug/L
09/24/20
0.15
0.200
--
ND
ND
ND
ND
ND
ug/L
03/16/21
0.15
0.200
--
ND
ND
ND
ND
ND
ug/L
09/20/21
0.15
0.200
--
ND
ND
ND
ND
ND
ug/L
03/14/22
0.15
0.200
--
ND
ND
ND
ND
ND
ug/L
09/19/22
0.15
0.200
--
ND
ND
ND
ND
ND
ug/L
03/30/23
0.08
0.200
--
ND
ND
ND
ND
ND
Nickel
ug/L
03/24/09
0.6
10.0
50
0.7 J
ND
1.1
J
1.0 J
ND
NC 2L = 100 ug/L
ug/L
09/22/09
1.8
50.0
50
ND
ND
ND
1.88 J
ND
EPA MCL = No Standard
ug/L
03/24/10
1.8
10.0
50
ND
ND
ND
ND
ND
ug/L
09/22/10
1.8
10.0
50
ND
ND
ND
ND
ND
ug/L
03/16/11
1.8
10.0
50
3.91 J
ND
ND
ND
ND
ug/L
09/21/11
1.8
10.0
50
ND
--
ND
ND
ND
ug/L
03/21/12
1.8
10.0
50
ND
ND
ND
ND
ND
ug/L
09/20/12
1.8
10.0
50
ND
3.07
J
ND
ND
ND
ug/L
03/20/13
1.8
10.0
50
ND
ND
ND
ND
ND
ug/L
09/18/13
1.8
10.0
50
7.11 J
ND
ND
ND
ND
ug/L
03/27/14
1.8
10.0
50
ND
ND
ND
ND
ND
ug/L
09/18/14
1.8
10.0
50
ND
ND
ND
ND
ND
ug/L
03/18/15
1.8
10.0
50
ND
14.3
J
ND
ND
ND
ug/L
09/23/15
1.8
10.0
50
ND
4.08
B
ND
ND
2.22 J
ug/L
03/15/16
1.8
10.0
50
ND
ND
ND
ND
ND
ug/L
09/21/16
1.8
10.0
50
ND
ND
ND
2.29 J
ND
ug/L
03/23/17
1.8
10.0
50
Dry
5.08
B
2.26
B
2.24 B
2.63 J
ug/L
09/20/17
1.8
10.0
50
ND
3.23
J
ND
ND
ND
ug/L
03/21/18
1.8
10.0
50
ND
ND
ND
ND
ND
ug/L
09/25/18
2.2
10.0
--
ND
ND
ND
ND
10.1
ug/L
03/25/19
2.2
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/19
2.2
10.0
--
ND
ND
ND
ND
ND
ug/L
03/16/20
2.2
10.0
--
ND
ND
ND
ND
ND
ug/L
09/24/20
2.2
10.0
--
5.33 J
ND
ND
ND
ND
ug/L
03/16/21
2.2
10.0
--
ND
ND
ND
ND
ND
ug/L
09/20/21
2.2
10.0
--
ND
ND
2.30
J
ND
ND
ug/L
03/14/22
2.2
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/22
2.2
10.0
--
ND
ND
ND
ND
ND
ug/L
03/30/23
3.3
40.0
--
ND
ND
ND
ND
ND
Selenium
ug/L
06/21/01
--
--
10
ND
ND
ND
ND
--
NC 2L = 20 ug/L
ug/L
04/24/02
--
--
10
ND
ND
ND
ND
--
EPA MCL = 50 ug/L
ug/L
10/01/02
--
--
10
ND
ND
ND
ND
--
ug/L
04/10/03
--
--
10
ND
ND
ND
ND
--
ug/L
10/20/03
--
--
10
ND
ND
ND
ND
--
ug/L
03/24/04
--
--
10
ND
ND
ND
ND
--
ug/L
10/27/04
--
--
10
ND
ND
ND
ND
--
ug/L
05/25/05
--
--
10
ND
ND
ND
ND
--
ug/L
10/05/05
--
--
10
ND
ND
ND
ND
--
ug/L
04/25/06
--
--
10
ND
ND
ND
ND
--
ug/L
10/05/06
--
--
10
ND
ND
ND
ND
ND
ug/L
03/21/07
--
--
10
ND
ND
ND
10.2 J
ND
ug/L
10/02/07
--
--
10
ND
ND
ND
ND
ND
ug/L
04/01/08
--
--
10
ND
ND
ND
19.2
ND
ug/L
10/29/08
--
--
10
ND
ND
ND
ND
ND
ug/L
03/24/09
3.4
10.0
10
ND
ND
ND
ND
ND
ug/L
09/22/09
2.7
10.0
10
ND
ND
ND
ND
ND
ug/L
03/24/10
0.83
1.00
10
ND
ND
ND
ND
ND
ug/L
09/22/10
2.7
10.0
10
ND
ND
ND
ND
ND
ug/L
03/16/11
2.7
10.0
10
ND
ND
ND
ND
3.32 J
ug/L
09/21/11
0.83
1.00
10
ND
--
ND
ND
ND
ug/L
03/21/12
2.7
10.0
10
ND
ND
ND
ND
ND
ug/L
09/20/12
2.7
10.0
10
ND
ND
ND
ND
ND
ug/L
03/20/13
4.5
10.0
10
ND
ND
ND
ND
ND
ug/L
09/18/13
5.0
10.0
10
ND
ND
ND
ND
ND
ug/L
03/27/14
5.0
10.0
10
ND
ND
ND
ND
ND
ug/L
09/18/14
5.0
10.0
10
ND
ND
ND
ND
ND
ug/L
03/18/15
5.0
10.0
10
ND
ND
ND
ND
ND
ug/L
09/23/15
5.0
10.0
10
ND
ND
ND
ND
ND
ug/L
03/15/16
5.0
10.0
10
ND
ND
ND
ND
ND
ug/L
09/21/16
5.0
10.0
10
ND
ND
ND
ND
ND
ug/L
03/23/17
5.0
10.0
10
Dry
ND
ND
ND
14.1 J
ug/L
09/20/17
5.0
10.0
10
ND
ND
ND
ND
ND
ug/L
03/21/18
5.0
10.0
10
ND
ND
ND
ND
ND
ug/L
09/25/18
6.2
10.0
--
ND
ND
ND
ND
ND
ug/L
03/25/19
6.2
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/19
6.2
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/19
1.82
2.0
--
ND
ND
ND
ND
ND
ug/L
03/16/20
6.2
10.0
--
ND
ND
ND
ND
ND
ug/L
09/24/20
6.2
10.0
--
ND
ND
ND
ND
ND
ug/L
03/16/21
6.2
10.0
--
ND
ND
ND
ND
ND
ug/L
09/20/21
6.2
10.0
--
ND
ND
ND
ND
ND
ug/L
03/14/22
6.2
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/22
6.2
10.0
--
ND
ND
ND
ND
ND
ug/L
03/30/23
10.0
20.0
--
ND
ND
ND
ND
ND
4 of 12

July 2023
TABLE 8
GL2014715721
Summary of Detected Constituents in C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Henderson County, North Carolina
Detected Monitoring
SwS
Upgradient Well
Downgradient
Wells
Units
Date
MDL
PQL
Reporting
Blanks
MW-10
MW-11
MW-12
MW-13
Constituent/Parameter
Limit
Silver
ug/L
06/21/01
--
--
10
ND
ND
ND
ND
--
NC 2L = 20 ug/L
ug/L
04/24/02
--
--
10
ND
ND
ND
ND
--
EPA MCL = 100 ug/L
ug/L
10/01/02
--
--
10
ND
ND
ND
ND
--
ug/L
04/10/03
--
--
10
ND
ND
ND
ND
--
ug/L
10/20/03
--
--
10
ND
ND
ND
ND
--
ug/L
03/24/04
--
--
10
ND
ND
ND
ND
--
ug/L
10/27/04
--
--
10
ND
ND
ND
ND
--
ug/L
05/25/05
--
--
10
ND
ND
ND
ND
--
ug/L
10/05/05
--
--
10
ND
ND
ND
ND
--
ug/L
04/25/06
--
--
10
ND
ND
ND
ND
--
ug/L
10/05/06
--
--
10
ND
ND
ND
ND
ND
ug/L
03/21/07
--
--
10
3.49 J
3.41
J
3.04
J
2.96 J
ND
ug/L
10/02/07
--
--
10
ND
ND
ND
ND
ND
ug/L
04/01/08
--
--
10
4.12 J
4.48
J
4.07
J
3.65 J
ND
ug/L
10/29/08
--
--
10
1.57 B
1.80
B
1.40
B
1.52 B
--
ug/L
03/24/09
1.0
10.0
10
ND
1.2
J
ND
ND
ND
ug/L
09/22/09
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
03/24/10
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
09/22/10
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
03/16/11
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
09/21/11
1.9
10.0
10
ND
--
ND
ND
ND
ug/L
03/21/12
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
09/20/12
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
03/20/13
1.9
10.0
10
ND
ND
ND
ND
2.11 J
ug/L
09/18/13
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
03/27/14
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
09/18/14
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
03/18/15
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
09/23/15
1.9
10.0
10
ND
ND
ND
ND
4.69 J
ug/L
03/15/16
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
09/21/16
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
03/23/17
1.9
10.0
10
Dry
1.63
B
0.902
B
ND
0.823 J
ug/L
09/20/17
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
03/21/18
1.9
10.0
10
ND
ND
ND
ND
ND
ug/L
09/25/18
1.9
10.0
--
ND
ND
ND
ND
ND
ug/L
03/25/19
1.9
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/19
1.9
10.0
--
ND
ND
ND
ND
ND
ug/L
03/16/20
1.9
10.0
--
ND
ND
ND
ND
ND
ug/L
09/24/20
1.9
10.0
--
2.02 J
ND
ND
ND
ND
ug/L
03/16/21
1.9
10.0
--
ND
2.21
J
ND
ND
ND
ug/L
09/20/21
1.9
10.0
--
ND
ND
ND
ND
ND
ug/L
03/14/22
1.9
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/22
1.9
10.0
--
ND
ND
ND
ND
ND
ug/L
03/30/23
1.5
10.0
--
ND
ND
ND
ND
ND
Thallium
ug/L
03/24/09
0.036
1.00
5.5
ND
ND
0.061
B
ND
0.092 J
NC 2L= 2 ug/L
ug/L
09/22/09
0.11
1.00
5.5
ND
ND
ND
ND
ND
EPA MCL 2 ug/L
ug/L
03/24/10
0.11
1.00
5.5
ND
ND
ND
ND
ND
ug/L
09/22/10
0.11
1.00
5.5
ND
ND
ND
ND
ND
ug/L
03/16/11
0.11
1.00
5.5
ND
ND
ND
ND
ND
ug/L
09/21/11
0.11
1.00
5.5
ND
--
ND
ND
ND
ug/L
03/21/12
0.11
1.00
5.5
ND
ND
ND
ND
ND
ug/L
09/20/12
0.11
1.00
5.5
ND
ND
ND
ND
ND
ug/L
03/20/13
0.11
1.00
5.5
ND
ND
ND
ND
ND
ug/L
09/18/13
0.11
1.00
5.5
ND
ND
ND
ND
ND
ug/L
03/27/14
0.11
1.00
5.5
ND
ND
ND
ND
ND
ug/L
09/18/14
0.11
1.00
5.5
ND
ND
ND
ND
ND
ug/L
03/18/15
0.11
1.00
5.5
0.251 J
0.202
J
ND
ND
ND
ug/L
09/23/15
0.11
1.00
5.5
ND
ND
ND
ND
ND
ug/L
03/15/16
0.11
1.00
5.5
ND
ND
ND
ND
ND
ug/L
09/21/16
0.11
1.00
5.5
ND
ND
ND
ND
ND
ug/L
03/21/17
0.11
1.00
5.5
Dry
0.221
J
0.273
J
0.274 J
ND
ug/L
09/20/17
0.11
1.00
5.5
0.189 J
0.425
J
0.424
J
0.319 J
ND
ug/L
03/21/18
0.11
5.00
5.5
ND
ND
ND
ND
ND
ug/L
09/25/18
0.55
5.00
--
ND
ND
ND
ND
ND
ug/L
03/25/19
0.22
2.00
--
ND
ND
ND
ND
ND
ug/L
09/19/19
0.22
2.00
--
ND
ND
ND
ND
ND
ug/L
03/16/20
0.22
2.00
--
ND
0.242
J
0.239
J
ND
ND
ug/L
09/24/20
0.22
2.00
--
ND
ND
ND
ND
ND
ug/L
03/16/21
0.22
2.00
--
ND
ND
ND
ND
ND
ug/L
09/20/21
0.22
2.00
--
ND
ND
ND
ND
ND
ug/L
03/14/22
0.22
2.00
--
ND
ND
ND
ND
ND
ug/L
09/19/22
0.22
2.00
--
ND
ND
ND
ND
ND
ug/L
03/30/23
0.26
1.00
--
ND
ND
ND
ND
ND
Vanadium
ug/L
03/24/09
0.7
10.0
25
4.9 J
1.0
J
6.5
J
3.3 J
ND
NC 2L= 7 ug/L
ug/L
09/22/09
1.4
10.0
25
2.01 J
ND
6.20
J
2.01 J
ND
EPA MCL = No Standard
ug/L
03/24/10
1.4
10.0
25
ND
2.62
J
1.57
J
ND
ND
ug/L
09/22/10
1.4
10.0
25
7.06 J
ND
ND
1.64 J
ND
ug/L
03/16/11
1.4
10.0
25
19.5 J
1.76
J
3.03
J
ND
ND
ug/L
09/21/11
1.4
10.0
25
ND
--
2.32
J
ND
ND
ug/L
03/21/12
1.4
10.0
25
ND
2.19
J
3.02
J
1.52 J
ND
ug/L
09/20/12
1.4
10.0
25
ND
2.85
J
ND
ND
ND
ug/L
03/20/13
1.4
10.0
25
ND
2.34
J
ND
1.91 J
ND
ug/L
09/18/13
1.4
10.0
25
75.0
1.86
J
1.72
J
3.22 J
ND
ug/L
03/27/14
1.4
10.0
25
ND
ND
ND
ND
ND
ug/L
09/18/14
1.4
10.0
25
ND
ND
ND
ND
ND
ug/L
03/18/15
1.4
10.0
25
1.62 J
2.39
J
1.87
J
ND
ND
ug/L
09/23/15
1.4
10.0
25
2.11 J
ND
1.83
J
1.53 J
ND
ug/L
03/15/16
1.4
10.0
25
ND
ND
ND
ND
ND
ug/L
09/21/16
1.4
10.0
25
ND
ND
ND
ND
ND
ug/L
03/21/17
1.4
10.0
25
Dry
2.15
B
ND
ND
0.589 J
ug/L
09/20/17
1.4
10.0
25
ND
1.65
J
ND
ND
ND
ug/L
03/21/18
1.4
10.0
25
ND
ND
ND
ND
ND
ug/L
09/25/18
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
03/25/19
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/19
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
03/16/20
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
09/24/20
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
03/16/21
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
09/20/21
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
03/14/22
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/22
1.4
10.0
--
ND
ND
ND
ND
ND
ug/L
03/30/23
1.0
10.0
--
1.38 J
1.70
J
1.74
J
ND
ND
5 of 12

July 2023
TABLE 8
GL2014715721
Summary of Detected Constituents in C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Henderson County, North Carolina
Detected Monitoring
SwS
Upgradient Well
Downgradient
Wells
Units
Date
MDL
PQL
Reporting
Blanks
MW-10
MW-11
MW-12
MW-13
Constituent/Parameter
Limit
Zinc
ug/L
03/24/09
3.4
10.0
10
8.0 B
9.0
B
17.9
7.2 B
3.4
NC 2L = 1000 ug/L
ug/L
09/22/09
3.8
10.0
10
ND
32.4
17.3
12.0
ND
EPA MCL = 5000 ug/L*
ug/L
03/24/10
3.8
10.0
10
13.2
20.0
21.5
12.2
ND
ug/L
09/22/10
3.8
10.0
10
14.8
7.45
J
6.78
J
10.5
ND
ug/L
03/16/11
3.8
10.0
10
43.2
4.05
J
12.5
26.0
ND
ug/L
09/21/11
3.8
10.0
10
ND
--
12.0
12.5
ND
ug/L
03/21/12
3.8
10.0
10
ND
92.0
6.44
J
ND
ND
ug/L
09/20/12
3.8
10.0
10
ND
22.2
ND
ND
ND
ug/L
03/20/13
3.8
10.0
10
9.34 J
11.2
11.9
8.08 J
ND
ug/L
09/18/13
3.8
10.0
10
152
15.6
9.51
J
7.43 J
ND
ug/L
03/27/14
3.8
10.0
10
ND
13.7
ND
7.05 J
ND
ug/L
09/18/14
3.8
10.0
10
4.00 J
15.5
ND
5.45 J
ND
ug/L
03/18/15
3.8
10.0
10
ND
265
9.40
J
5.27 J
ND
ug/L
09/23/15
3.8
10.0
10
ND
3.93
J
ND
ND
ND
ug/L
03/15/16
3.8
10.0
10
ND
8.92
J
ND
ND
ND
ug/L
09/21/16
3.8
10.0
10
ND
ND
ND
ND
ND
ug/L
03/21/17
3.8
10.0
10
Dry
16.6
ND
ND
ND
ug/L
09/20/17
3.8
10.0
10
ND
56.0
ND
ND
ND
ug/L
03/21/18
3.8
10.0
10
ND
36.4
ND
ND
ND
ug/L
09/25/18
4.4
10.0
--
ND
10.7
B
ND
ND
64.2
ug/L
03/25/19
4.4
10.0
--
ND
ND
ND
ND
ND
ug/L
09/19/19
4.4
10.0
--
ND
5.76
J
5.08
J
ND
ND
ug/L
03/16/20
4.4
10.0
--
ND
ND
ND
ND
ND
ug/L
09/24/20
4.4
10.0
--
ND
27.3
ND
ND
ND
ug/L
03/16/21
4.4
10.0
--
ND
32.3
ND
ND
ND
ug/L
09/20/21
4.4
10.0
--
ND
27.0
N D
ND
ND
ug/L
03/14/22
4.4
10.0
--
ND
30.8
ND
ND
ND
ug/L
09/19/22
4.4
10.0
--
ND
22.1
ND
ND
ND
ug/L
03/30/23
8.7
20.0
--
ND
ND
ND
ND
ND
Iron
ug/L
03/24/09
31.0
50.0
300
2750
1400
4810
1670
ND
NC 2L = 300 ug/L
ug/L
09/22/09
22.0
50.0
300
684
1390
4450
735
ND
EPA MCL = 300 ug/L
ug/L
03/24/10
22.0
50.0
300
151 J
2050
830
564
27.6
ug/L
09/22/10
22.0
50.0
300
4690
630
841
658
ND
ug/L
03/16/11
22.0
50.0
300
14200
1770
1600
462
ND
ug/L
09/21/11
22.0
50.0
300
153 J
--
269
J
457
ND
ug/L
03/21/12
22.0
50.0
300
81.3 B
4460
1260
245 J
44.0 J
ug/L
09/20/12
22.0
50.0
300
36.2 J
4040
133
J
91.7 J
ND
ug/L
03/20/13
22.0
50.0
300
22.2 J
4530
594
2040
ND
ug/L
09/18/13
22.0
50.0
300
52700
5170
1270
1770
ND
ug/L
03/27/14
22.0
50.0
300
41.0 J
6590
126
J
35.9 J
ND
ug/L
09/18/14
22.0
50.0
300
425
6200
37.0
J
454
ND
ug/L
03/18/15
22.0
50.0
300
659
5720
880
214 J
ND
ug/L
09/23/15
22.0
50.0
300
302
979
632
323
ND
ug/L
03/15/16
22.0
50.0
300
192 J
2860
82.5
J
157 J
ND
ug/L
09/21/16
22.0
50.0
300
ND
6720
38.0
J
299 J
ND
ug/L
03/21/17
22.0
50.0
300
Dry
1250
51.1
B
676
29.4 J
ug/L
09/20/17
22.0
50.0
300
334
4730
59.3
J
778
ND
ug/L
03/21/18
22.0
50.0
300
ND
3880
150
J
895
ND
ug/L
09/25/18
22.0
50.0
--
30.4 J
9610
63.8
705
ND
ug/L
03/25/19
22.0
50.0
--
39.2 J
6580
104
1360
ND
ug/L
09/19/19
22.0
50.0
--
ND
17100
154
1160
26.9 J
ug/L
03/16/20
22.0
50.0
--
ND
1530
98.1
2090
ND
ug/L
09/24/20
22.0
50.0
--
25.9 J
3360
90.6
1180
ND
ug/L
03/16/21
22.0
50.0
--
ND
1890
101
1650
ND
ug/L
09/20/21
22.0
50.0
--
33.2 J
3680
70.3
1420
ND
ug/L
03/14/22
22.0
50.0
--
80.8
2070
80.0
1670
ND
ug/L
09/19/22
22.0
50.0
--
95.4
3120
53.2
1210
ND
ug/L
03/30/23
20.0
100
--
ND
3610
48.6
J
1510
ND
Manganese
ug/L
03/24/09
1.1
10.0
50
60.9
165
155
59.1
ND
NC 2L = 50 ug/L
ug/L
09/22/09
1.1
10.0
50
18.1 J
186
163
34.9 J
1.99
EPA MCL = 50 ug/L
ug/L
03/24/10
1.1
10.0
50
4.51 B
1780
142
111
2.13
ug/L
09/22/10
1.1
10.0
50
121
923
743
58.4
3.27 J
ug/L
03/16/11
1.1
10.0
50
356
349
389
116
3.57 J
ug/L
09/21/11
1.1
10.0
50
8.27 J
--
239
66.2
ND
ug/L
03/21/12
1.1
10.0
50
3.45 B
164
295
88.3
2.02 J
ug/L
09/20/12
1.1
10.0
50
1.43 J
256
163
74.2
ND
ug/L
03/20/13
1.1
10.0
50
2.22 B
262
285
286
7.96 J
ug/L
09/18/13
1.1
10.0
50
1530
390
214
84.9
1.75 J
ug/L
03/27/14
1.1
10.0
50
2.05 B
1690
285
64.7
3.64 J
ug/L
09/18/14
1.1
10.0
50
16.9 J
1950
176
64.7
ND
ug/L
03/18/15
1.1
10.0
50
24.4 J
593
124
74.0
ND
ug/L
09/23/15
1.1
10.0
50
8.10 J
823
128
85.6
ND
ug/L
03/15/16
1.1
10.0
50
5.96 J
1250
123
96.0
ND
ug/L
09/21/16
1.1
10.0
50
1.78 J
2330
148
103
ND
ug/L
03/21/17
1.1
10.0
50
Dry
1520
172
138
ND
ug/L
09/20/17
1.1
10.0
50
9.55 J
2420
194
172
ND
ug/L
03/21/18
1.1
10.0
50
2.29 J
2300
199
199
ND
ug/L
09/25/18
1.5
10.0
--
1.58 J
4010
130
153
ND
ug/L
03/25/19
1.5
10.0
--
2.05 J
5200
199
285
ND
ug/L
09/19/19
1.5
10.0
--
ND
5950
407
247
1.59 J
ug/L
03/16/20
1.5
10.0
--
ND
2820
523
506
ND
ug/L
09/24/20
1.5
10.0
--
1.70 J
3710
674
431
ND
ug/L
03/16/21
1.5
10.0
--
ND
4860
879
631
ND
ug/L
09/20/21
1.5
10.0
--
ND
3770
1040
614
ND
ug/L
03/14/22
1.5
10.0
--
9.90 J
10000
1330
720
ND
ug/L
09/19/22
1.5
10.0
--
4.78 J
7560
885
650
ND
ug/L
03/30/23
1.3
10.0
--
6.43 J
7660
914
831
ND
Acetone
ug/L
03/24/09
1.5
5.0
100
ND
ND
3.8
J
ND
ND
NC 2L = 6000 ug/L
ug/L
09/22/09
1.5
5.0
100
ND
ND
ND
ND
ND
EPA MCL = No Standard
ug/L
03/24/10
1.5
5.0
100
ND
19
J
13
J
ND
ND
ug/L
09/22/10
1.5
5.0
100
ND
4.5
J
2.7
J
ND
ND
ug/L
03/16/11
1.2
5.0
100
ND
92
J
17
J
ND
ND
ug/L
09/21/11
1.2
5.0
100
ND
--
18
J
ND
ND
ug/L
03/21/12
1.2
5.0
100
ND
7.5
J
30
J
ND
ND
ug/L
09/20/12
1.2
5.0
100
ND
4.3
B
9.9
B
ND
7.0 J
ug/L
03/20/13
1.2
5.0
100
ND
ND
6.8
J
ND
ND
ug/L
09/18/13
1.2
5.0
100
ND
ND
ND
ND
ND
ug/L
03/27/14
1.2
5.0
100
ND
18
B
ND
ND
19 J
ug/L
09/18/14
1.2
5.0
100
ND
4.9
J
ND
ND
ND
ug/L
03/18/15
1.2
5.0
100
ND
160
ND
ND
ND
ug/L
09/23/15
1.2
5.0
100
ND
ND
ND
ND
ND
ug/L
03/15/16
1.2
5.0
100
ND
ND
ND
ND
ND
ug/L
09/21/16
1.2
5.0
100
ND
11
J
ND
ND
ND
ug/L
03/21/17
1.2
5.0
100
Dry
11
J
ND
ND
ND
ug/L
09/20/17
1.2
20
100
ND
39
J
ND
ND
ND
ug/L
03/21/18
1.2
20
100
ND
ND
ND
ND
ND
ug/L
09/25/18
10
20
--
ND
ND
ND
ND
ND
ug/L
03/25/19
10
20
--
ND
11
J
ND
ND
ND
ug/L
09/19/19
10
20
--
ND
ND
ND
ND
ND
ug/L
03/16/20
10
20
--
ND
ND
ND
ND
ND
ug/L
09/24/20
10
20
--
ND
N D
ND
ND
16 J
ug/L
03/16/21
10
20
--
ND
ND
ND
ND
ND
ug/L
09/20/21
10
20
--
ND
ND
ND
ND
ND
ug/L
03/14/22
10
20
--
ND
ND
ND
ND
10 J
ug/L
09/19/22
10
20
--
ND
ND
ND
ND
ND
ug/L
03/30/23
10
20
--
ND
ND
N D
ND
10.0 J
6 of 12

July 2023
TABLE 8
GL2014715721
Summary of Detected Constituents in C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Henderson County, North Carolina
Detected Monitoring
SwS
Upgradient Well
Downgradient Wells
Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Blanks
MW-10
MW-11 MW-12 MW-13
Limit
Benzene
ug/L
06/21/01
5.0
5.0
1
ND
ND ND ND
--
NC 2L = 1 ug/L
ug/L
04/24/02
5.0
5.0
1
ND
ND ND ND
--
EPA MCL = 5 ug/L
ug/L
10/01/02
5.0
5.0
1
ND
ND ND ND
--
ug/L
04/10/03
5.0
5.0
1
ND
ND ND ND
--
ug/L
10/20/03
5.0
5.0
1
ND
ND ND ND
--
ug/L
03/24/04
5.0
5.0
1
ND
ND ND ND
--
ug/L
10/27/04
5.0
5.0
1
ND
ND ND ND
--
ug/L
05/25/05
5.0
5.0
1
ND
ND ND ND
--
ug/L
10/05/05
5.0
5.0
1
ND
ND ND ND
--
ug/L
04/25/06
--
--
1
ND
ND ND ND
--
ug/L
10/05/06
--
--
1
ND
ND ND ND
ND
ug/L
03/21/07
--
--
1
ND
ND ND ND
ND
ug/L
10/02/07
--
--
1
ND
ND 0.15 J ND
ND
ug/L
04/01/08
--
--
1
ND
ND 0.28 J ND
ND
ug/L
10/29/08
--
--
1
ND
ND 0.28 J ND
ND
ug/L
03/24/09
0.20
1.0
1
ND
ND ND ND
ND
ug/L
09/22/09
0.20
1.0
1
ND
0.50 J ND ND
ND
ug/L
03/24/10
0.050
1.0
1
ND
ND ND ND
ND
ug/L
09/22/10
0.20
1.0
1
ND
ND ND ND
ND
ug/L
03/16/11
0.68
1.0
1
ND
ND ND ND
ND
ug/L
09/21/11
0.68
1.0
1
ND
-- ND ND
ND
ug/L
03/21/12
0.15
1.0
1
ND
ND ND ND
ND
ug/L
09/20/12
0.15
1.0
1
ND
ND ND ND
ND
ug/L
03/20/13
0.15
1.0
1
ND
ND ND ND
ND
ug/L
09/18/13
0.15
1.0
1
ND
ND 0.47 J ND
ND
ug/L
03/27/14
0.15
1.0
1
ND
ND ND ND
ND
ug/L
09/18/14
0.15
1.0
1
ND
ND ND ND
ND
ug/L
03/18/15
0.15
1.0
1
ND
ND ND ND
ND
ug/L
09/23/15
0.15
1.0
1
ND
0.76 J 0.47 J ND
ND
ug/L
03/15/16
0.15
1.0
1
ND
0.72 J ND ND
ND
ug/L
09/21/16
0.15
1.0
1
ND
0.92 J ND ND
ND
ug/L
03/21/17
0.15
1.0
1
Dry
0.75 J ND ND
ND
ug/L
09/20/17
0.15
1.0
1
ND
ND ND ND
ND
ug/L
03/21/18
0.15
1.0
1
ND
ND ND ND
ND
ug/L
09/25/18
0.15
1.0
--
ND
0.74 J ND ND
ND
ug/L
03/25/19
0.15
1.0
--
ND
0.59 J 0.66 J ND
ND
ug/L
09/19/19
0.15
1.0
--
ND
ND ND ND
ND
ug/L
03/16/20
0.15
1.0
--
ND
ND 0.64 J ND
ND
ug/L
09/24/20
0.15
1.0
--
ND
0.41 J 0.75 J ND
ND
ug/L
03/16/21
0.15
1.0
--
ND
0.44 J 0.92 J ND
ND
ug/L
09/20/21
0.15
1.0
--
ND
0.65 J 0.91 J ND
ND
ug/L
03/14/22
0.15
1.0
--
ND
ND ND ND
ND
ug/L
09/19/22
0.15
1.0
--
ND
0.66 J 0.48 J ND
ND
ug/L
03/30/23
0.15
1.0
--
ND
0.499 J 0.368 J 0.255 J
ND
1,4-Dichlorobenzene
ug/L
06/21/01
0.27
5.0
1
ND
ND ND ND
--
NC 2L = 6 ug/L
ug/L
04/24/02
5.0
5.0
1
ND
ND ND ND
--
EPA MCL = 75 ug/L
ug/L
10/01/02
5.0
5.0
1
ND
ND ND ND
--
ug/L
04/10/03
5.0
5.0
1
ND
ND ND ND
--
ug/L
10/20/03
5.0
5.0
1
ND
ND ND ND
--
ug/L
03/24/04
5.0
5.0
1
ND
ND ND ND
--
ug/L
10/27/04
5.0
5.0
1
ND
ND ND ND
--
ug/L
05/25/05
5.0
5.0
1
ND
ND ND ND
--
ug/L
10/05/05
5.0
5.0
1
ND
ND ND ND
--
ug/L
04/25/06
--
--
1
ND
ND ND ND
--
ug/L
10/05/06
--
--
1
ND
ND ND ND
ND
ug/L
03/21/07
--
--
1
ND
ND 0.21 J ND
ND
ug/L
10/02/07
--
--
1
ND
ND 0.23 J 0.23 J
ND
ug/L
04/01/08
--
--
1
ND
ND 0.26 J ND
ND
ug/L
10/29/08
--
--
1
ND
ND 0.23 J ND
ND
ug/L
03/24/09
0.38
1.0
1
ND
ND ND ND
ND
ug/L
09/22/09
0.38
1.0
1
ND
ND ND ND
ND
ug/L
03/24/10
0.10
1.0
1
ND
0.46 J ND 0.45 J
ND
ug/L
09/22/10
0.38
1.0
1
ND
ND ND 0.57 J
ND
ug/L
03/16/11
0.79
1.0
1
ND
ND ND ND
ND
ug/L
09/21/11
0.79
1.0
1
ND
-- ND ND
ND
ug/L
03/21/12
0.19
1.0
1
ND
ND ND 0.64 J
ND
ug/L
09/20/12
0.19
1.0
1
ND
ND ND 0.51 J
ND
ug/L
03/20/13
0.19
1.0
1
ND
ND ND 0.41 J
ND
ug/L
09/18/13
0.19
1.0
1
ND
ND ND 0.55 J
ND
ug/L
03/27/14
0.19
1.0
1
ND
ND ND ND
ND
ug/L
09/18/14
0.19
1.0
1
ND
ND ND 0.52 J
ND
ug/L
03/18/15
0.19
1.0
1
ND
ND ND 0.55 J
ND
ug/L
09/23/15
0.19
1.0
1
ND
ND ND ND
ND
ug/L
03/15/16
0.19
1.0
1
ND
ND ND ND
ND
ug/L
09/21/16
0.19
1.0
1
ND
ND ND ND
ND
ug/L
03/21/17
0.19
1.0
1
Dry
ND ND ND
ND
ug/L
09/20/17
0.19
1.0
1
ND
ND ND ND
ND
ug/L
03/21/18
0.19
1.0
1
ND
ND ND ND
ND
ug/L
09/25/18
0.19
1.0
--
ND
1.0 ND ND
ND
ug/L
03/25/19
0.19
1.0
--
ND
ND ND ND
ND
ug/L
09/19/19
0.19
1.0
--
ND
ND ND ND
ND
ug/L
03/16/20
0.19
1.0
--
ND
ND ND ND
ND
ug/L
09/24/20
0.19
1.0
--
ND
ND ND ND
ND
ug/L
03/16/21
0.19
1.0
--
ND
ND ND ND
ND
ug/L
09/20/21
0.19
1.0
--
ND
ND ND ND
ND
ug/L
03/14/22
0.19
1.0
--
ND
ND ND ND
ND
ug/L
09/19/22
0.19
1.0
--
ND
ND ND ND
ND
ug/L
03/30/23
0.19
1.0
--
ND
ND ND ND
ND
1, 1 -Dichloroethane
ug/L
06/21/01
5.0
5.0
5
ND
ND ND ND
--
NC 2L = 6 ug/L
ug/L
04/24/02
5.0
5.0
5
ND
ND ND ND
--
EPA MCL = No Standard
ug/L
10/01/02
5.0
5.0
5
ND
ND ND ND
--
ug/L
04/10/03
5.0
5.0
5
ND
ND ND ND
--
ug/L
10/20/03
--
--
5
ND
ND ND ND
--
ug/L
03/24/04
--
--
5
ND
ND ND ND
--
ug/L
10/27/04
--
--
5
ND
ND ND ND
--
ug/L
05/25/05
--
--
5
ND
ND ND ND
--
ug/L
10/05/05
--
--
5
ND
ND ND ND
--
ug/L
04/25/06
--
--
5
ND
ND ND ND
--
ug/L
10/05/06
--
--
5
ND
ND ND ND
ND
ug/L
03/21/07
--
--
5
ND
ND 0.71 J ND
ND
ug/L
10/02/07
--
--
5
ND
ND 0.79 J 0.09 J
ND
ug/L
04/01/08
--
--
5
ND
ND 0.99 J 0.12 J
ND
ug/L
10/29/08
--
--
5
ND
ND 1.01 J 0.15 J
ND
ug/L
03/24/09
0.33
1.0
5
ND
ND 0.82 J ND
ND
ug/L
09/22/09
0.33
1.0
5
ND
ND 0.70 J ND
ND
ug/L
03/24/10
0.050
1.0
5
ND
ND 0.47 J ND
ND
ug/L
09/22/10
0.33
1.0
5
ND
ND ND ND
ND
ug/L
03/16/11
0.080
1.0
5
ND
ND 0.40 J ND
ND
ug/L
09/21/11
0.080
1.0
5
ND
-- 0.51 J ND
ND
ug/L
03/21/12
0.13
1.0
5
ND
ND ND ND
ND
ug/L
09/20/12
0.13
1.0
5
ND
ND ND ND
ND
ug/L
03/20/13
0.13
1.0
5
ND
ND ND 0.46 J
ND
ug/L
09/18/13
0.13
1.0
5
ND
ND ND ND
ND
ug/L
03/27/14
0.13
1.0
5
ND
ND ND ND
ND
ug/L
09/18/14
0.13
1.0
5
ND
ND ND ND
ND
ug/L
03/18/15
0.13
1.0
5
ND
ND ND ND
ND
ug/L
09/23/15
0.13
1.0
5
ND
ND ND ND
ND
ug/L
03/15/16
0.13
1.0
5
ND
ND ND ND
ND
ug/L
09/21/16
0.13
1.0
5
ND
ND ND ND
ND
ug/L
03/21/17
0.13
1.0
5
Dry
ND ND ND
ND
ug/L
09/20/17
0.13
1.0
5
ND
ND ND ND
ND
ug/L
03/21/18
0.13
1.0
5
ND
ND ND ND
ND
ug/L
09/25/18
0.13
1.0
--
ND
ND ND ND
ND
ug/L
03/25/19
0.13
1.0
--
ND
ND ND ND
ND
ug/L
09/19/19
0.13
1.0
--
ND
ND ND ND
ND
ug/L
03/16/20
0.13
1.0
--
ND
ND ND ND
ND
ug/L
09/24/20
0.13
1.0
--
ND
ND ND ND
ND
ug/L
03/16/21
0.13
1.0
--
ND
ND ND ND
ND
ug/L
09/20/21
0.13
1.0
--
ND
ND ND ND
ND
ug/L
03/14/22
0.13
1.0
--
ND
ND ND ND
ND
ug/L
09/19/22
0.13
1.0
--
ND
ND ND ND
ND
ug/L
03/30/23
0.13
1.0
--
ND
ND ND ND
ND
7 of 12

July 2023
TABLE 8
GL2014715721
Summary of Detected Constituents in C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Henderson County, North Carolina
Detected Monitoring
SwS
Upgradient Well
Downgradient Wells
Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Blanks
MW-10
MW-11 MW-12 MW-13
Limit
1, 1 -Dichloroethene
ug/L
03/24/09
0.24
1.0
5
ND
ND ND ND
ND
NC 2L = 350 ug/L
ug/L
09/22/09
0.24
1.0
5
ND
ND ND ND
ND
EPA MCL = 7 ug/L
ug/L
03/24/10
0.15
1.0
5
ND
ND ND ND
ND
ug/L
09/22/10
0.24
1.0
5
ND
ND ND ND
ND
ug/L
03/16/11
0.60
1.0
5
ND
ND 3.3 J ND
ND
ug/L
09/21/11
0.60
1.0
5
ND
-- ND ND
ND
ug/L
03/21/12
0.21
1.0
5
ND
ND ND ND
ND
ug/L
09/20/12
0.21
1.0
5
ND
ND ND ND
ND
ug/L
03/20/13
0.21
1.0
5
ND
ND ND 3.1 J
ND
ug/L
09/18/13
0.21
1.0
5
ND
ND ND ND
ND
ug/L
03/27/14
0.21
1.0
5
ND
ND ND ND
ND
ug/L
09/18/14
0.21
1.0
5
ND
ND ND ND
ND
ug/L
03/18/15
0.21
1.0
5
ND
ND 1.7 J 2.4 J
ND
ug/L
09/23/15
0.21
1.0
5
ND
ND ND ND
ND
ug/L
03/15/16
0.21
1.0
5
ND
ND 1.0 J ND
ND
ug/L
09/21/16
0.21
1.0
5
ND
ND ND ND
ND
ug/L
03/21/17
0.21
1.0
5
Dry
ND ND ND
ND
ug/L
09/20/17
0.21
1.0
5
ND
ND ND ND
ND
ug/L
03/21/18
0.21
1.0
5
ND
ND ND ND
ND
ug/L
09/25/18
0.21
1.0
--
ND
ND ND ND
ND
ug/L
03/25/19
0.21
1.0
--
ND
ND ND ND
ND
ug/L
09/19/19
0.21
1.0
--
ND
ND ND ND
ND
ug/L
03/16/20
0.21
1.0
--
ND
ND ND ND
ND
ug/L
09/24/20
0.21
1.0
--
ND
ND ND ND
ND
ug/L
03/16/21
0.21
1.0
--
ND
ND ND ND
ND
ug/L
09/20/21
0.21
1.0
--
ND
ND ND ND
ND
ug/L
03/14/22
0.21
1.0
--
ND
ND ND ND
ND
ug/L
09/19/22
0.21
1.0
--
ND
ND ND ND
ND
ug/L
03/30/23
0.21
1.0
--
ND
ND ND ND
ND
cis-1,2-Dichloroethene
ug/L
06/21/01
5.0
5.0
5
ND
ND ND ND
--
NC 2L = 70 ug/L
ug/L
04/24/02
5.0
5.0
5
ND
ND ND ND
--
EPA MCL = 70 ug/L
ug/L
10/01/02
5.0
5.0
5
ND
ND ND ND
--
ug/L
04/10/03
5.0
5.0
5
ND
6 ND ND
--
ug/L
10/20/03
5.0
5.0
5
ND
ND ND ND
--
ug/L
03/24/04
--
--
5
ND
ND ND ND
--
ug/L
10/27/04
--
--
5
ND
ND ND ND
--
ug/L
05/25/05
--
--
5
ND
ND ND ND
--
ug/L
10/05/05
--
--
5
ND
ND ND ND
--
ug/L
04/25/06
--
--
5
ND
ND ND ND
--
ug/L
10/05/06
--
--
5
ND
ND ND ND
ND
ug/L
03/21/07
--
--
5
ND
ND 0.20 J ND
ND
ug/L
10/02/07
--
--
5
ND
ND 0.27 J 0.21 J
ND
ug/L
04/01 /08
--
--
5
ND
ND 0.39 J 0.30 J
ND
ug/L
10/29/08
--
--
5
ND
0.11 J 0.44 J 0.35 J
ND
ug/L
03/24/09
0.36
1.0
5
ND
ND ND ND
ND
ug/L
09/22/09
0.36
1.0
5
ND
5.7 ND ND
ND
ug/L
03/24/10
0.075
1.0
5
ND
5.3 ND 0.84 J
ND
ug/L
09/22/10
0.36
1.0
5
ND
ND ND 0.78 J
ND
ug/L
03/16/11
0.72
1.0
5
ND
ND 0.76 J 1.3 J
ND
ug/L
09/21/11
0.72
1.0
5
ND
-- ND 1.1 J
ND
ug/L
03/21/12
0.15
1.0
5
ND
0.46 J 0.73 J 1.3 J
ND
ug/L
09/20/12
0.15
--
5
ND
ND 0.60 J 1.4 J
ND
ug/L
03/20/13
0.15
1.0
5
ND
0.94 J 0.86 J 1.6 J
ND
ug/L
09/18/13
0.15
1.0
5
ND
1.8 J 1.1 J 1.7 J
ND
ug/L
03/27/14
0.15
1.0
5
ND
1.2 J 0.64 J 2.3 J
ND
ug/L
09/18/14
0.15
1.0
5
ND
ND 0.90 J 3.0 J
ND
ug/L
03/18/15
0.15
1.0
5
ND
0.53 J 1.6 J 2.5 J
ND
ug/L
09/23/15
0.15
1.0
5
ND
ND 1.2 J 3.0 J
ND
ug/L
03/15/16
0.15
1.0
5
ND
2.4 J 1.3 J 3.6 J
ND
ug/L
09/21/16
0.15
1.0
5
ND
2.4 J 1.6 J 3.6 J
ND
ug/L
03/21/17
0.15
1.0
5
Dry
1.6 J 1.9 J 3.7 J
ND
ug/L
09/20/17
0.15
1.0
5
ND
1.7 J 1.4 J 3.4 J
ND
ug/L
03/21/18
0.15
1.0
5
ND
2.9 J 1.2 J 2.7 J
ND
ug/L
09/25/18
0.15
1.0
--
ND
6.7 0.76 J 2.1
ND
ug/L
03/25/19
0.15
1.0
--
ND
4.8 1.6 3.1
ND
ug/L
09/19/19
0.15
1.0
--
ND
1.3 1.7 3.0
ND
ug/L
03/16/20
0.15
1.0
--
ND
0.66 J 1.3 2.9
ND
ug/L
09/24/20
0.15
1.0
--
ND
0.85 J 1.1 3.0
ND
ug/L
03/16/21
0.15
1.0
--
ND
0.90 J 1.3 2.7
ND
ug/L
09/20/21
0.15
1.0
--
ND
0.80 J 1.1 2.5
ND
ug/L
03/14/22
0.15
1.0
--
ND
0.65 J 1.3 2.4
ND
ug/L
09/19/22
0.15
1.0
--
ND
1.0 0.93 J 2.0
ND
ug/L
03/30/23
0.15
1.0
--
ND
0.438 J 0.875 J 1.45
ND
Chloromethane
ug/L
03/24/09
0.34
1.0
1
ND
ND ND ND
ND
NC 2L = 3 ug/L
ug/L
09/22/09
0.34
1.0
1
ND
ND ND ND
ND
EPA MCL = No Standard
ug/L
03/24/10
0.050
1.0
1
ND
ND ND ND
ND
ug/L
09/22/10
0.34
1.0
1
0.51 J
0.47 J 1.1 ND
ND
ug/L
03/16/11
0.55
1.0
1
ND
ND ND ND
ND
ug/L
09/21/11
0.55
1.0
1
ND
-- ND ND
ND
ug/L
03/21/12
0.13
1.0
1
ND
ND ND ND
ND
ug/L
09/20/12
0.13
1.0
1
ND
ND ND ND
ND
ug/L
03/20/13
0.13
1.0
1
ND
ND ND ND
ND
ug/L
09/18/13
0.13
1.0
1
ND
ND ND ND
ND
ug/L
03/27/14
0.13
1.0
1
ND
ND ND ND
ND
ug/L
09/18/14
0.13
1.0
1
ND
ND ND ND
ND
ug/L
03/18/15
0.13
1.0
1
ND
ND ND ND
ND
ug/L
09/23/15
0.13
1.0
1
ND
ND ND ND
ND
ug/L
03/15/16
0.13
1.0
1
ND
ND ND ND
ND
ug/L
09/21/16
0.13
1.0
1
ND
ND ND ND
ND
ug/L
03/21/17
0.13
1.0
1
Dry
ND 2.4 ND
ND
ug/L
09/20/17
0.13
1.0
1
ND
ND 5.1 ND
ND
ug/L
03/21/18
0.13
1.0
1
ND
ND 8.3 ND
ND
ug/L
09/25/18
0.13
1.0
--
ND
ND 1.7 ND
ND
ug/L
03/25/19
0.13
1.0
--
ND
ND ND ND
ND
ug/L
09/19/19
0.13
1.0
--
ND
ND ND ND
ND
ug/L
03/16/20
0.13
1.0
--
ND
ND ND ND
ND
ug/L
09/24/20
0.13
1.0
--
ND
ND ND ND
ND
ug/L
03/16/21
0.13
1.0
--
ND
ND ND ND
ND
ug/L
09/20/21
0.13
1.0
--
ND
ND ND ND
ND
ug/L
03/14/22
0.13
1.0
--
ND
ND ND ND
ND
ug/L
09/19/22
0.13
1.0
--
ND
ND ND ND
ND
ug/L
03/30/23
0.13
1.0
--
ND
ND 0.908 J ND
ND
8 of 12

July 2023
TABLE 8
GL2014715721
Summary of Detected Constituents in C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Henderson County, North Carolina
Detected Monitoring
SwS
Upgradient Well
Downgradient Wells
Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Blanks
MW-10
MW-11 MW-12 MW-13
Limit
Methylene chloride
ug/L
06/21/01
10.0
10.0
1
ND
ND ND ND
--
NC 2L = 5 ug/L
ug/L
04/24/02
10.0
10.0
1
ND
ND ND ND
--
EPA MCL = 5 ug/L
ug/L
10/01/02
10.0
10.0
1
ND
ND ND ND
--
ug/L
04/10/03
10.0
10.0
1
ND
ND ND ND
--
ug/L
10/20/03
--
--
1
ND
ND ND ND
--
ug/L
03/24/04
--
--
1
ND
ND ND ND
--
ug/L
10/27/04
--
--
1
ND
ND ND ND
--
ug/L
05/25/05
--
--
1
ND
ND ND ND
--
ug/L
10/05/05
--
--
1
ND
ND ND ND
--
ug/L
04/25/06
--
--
1
ND
ND ND ND
--
ug/L
10/05/06
--
--
1
ND
ND ND ND
ND
ug/L
03/21/07
--
--
1
0.20 B
ND 2.08 B 0.38 B
0.39
ug/L
10/02/07
--
--
1
ND
ND 1.42 B ND
0.61
ug/L
04/01/08
--
--
1
ND
0.52 B 2.83 J 0.48 B
0.54
ug/L
10/29/08
--
--
1
ND
ND 2.58 0.52 J
ND
ug/L
03/24/09
0.53
2.0
1
ND
ND 0.53 J ND
ND
ug/L
09/22/09
0.53
1.0
1
ND
ND 1.2 ND
ND
ug/L
03/24/10
0.070
1.0
1
ND
ND 0.92 J ND
ND
ug/L
09/22/10
0.53
1.0
1
ND
ND 0.70 J ND
ND
ug/L
03/16/11
0.14
1.0
1
ND
ND 1.6 0.52 J
ND
ug/L
09/21/11
0.14
1.0
1
ND
-- 1.0 ND
ND
ug/L
03/21/12
0.23
1.0
1
ND
ND 0.87 J 0.62 J
ND
ug/L
09/20/12
0.23
1.0
1
ND
ND ND ND
ND
ug/L
03/20/13
0.23
1.0
1
ND
ND 1.3 ND
ND
ug/L
09/18/13
0.23
1.0
1
ND
ND ND ND
ND
ug/L
03/27/14
0.23
1.0
1
ND
ND 0.59 J 0.59 J
ND
ug/L
09/18/14
0.23
1.0
1
ND
ND ND ND
ND
ug/L
03/18/15
0.23
1.0
1
ND
ND ND ND
ND
ug/L
09/23/15
0.23
1.0
1
ND
ND ND ND
ND
ug/L
03/15/16
0.23
1.0
1
ND
ND 0.62 J 0.59 J
ND
ug/L
09/21/16
0.23
1.0
1
ND
ND ND ND
ND
ug/L
03/21/17
0.23
1.0
1
Dry
ND ND ND
ND
ug/L
09/20/17
0.23
1.0
1
ND
ND ND ND
ND
ug/L
03/21/18
0.23
1.0
1
ND
ND ND ND
ND
ug/L
09/25/18
0.23
1.0
--
ND
ND ND ND
ND
ug/L
03/25/19
0.23
1.0
--
ND
ND ND 0.49 J
ND
ug/L
09/19/19
0.23
1.0
--
ND
ND ND ND
ND
ug/L
03/16/20
0.23
1.0
--
ND
ND ND ND
ND
ug/L
09/24/20
0.23
1.0
--
ND
ND ND ND
ND
ug/L
03/16/21
0.23
1.0
--
ND
ND ND ND
ND
ug/L
09/20/21
0.23
1.0
--
ND
ND ND ND
ND
ug/L
03/14/22
0.23
1.0
--
ND
ND ND 0.49 B
0.67 J
ug/L
09/19/22
0.23
1.0
--
ND
ND ND ND
0.47 J
ug/L
03/30/23
0.23
1.0
--
ND
ND ND ND
0.362 J
Tetrachloroethene
ug/L
06/21/01
5.0
5.0
1
ND
ND ND ND
--
NC 2L = 0.7 ug/L
ug/L
04/24/02
5.0
5.0
1
ND
ND ND ND
--
EPA MCL = 5 ug/L
ug/L
10/01/02
5.0
5.0
1
ND
ND ND ND
--
ug/L
04/10/03
5.0
5.0
1
ND
ND ND ND
--
ug/L
10/20/03
5.0
5.0
1
ND
ND ND ND
--
ug/L
03/24/04
--
--
1
ND
ND ND ND
--
ug/L
10/27/04
--
--
1
ND
ND ND ND
--
ug/L
05/25/05
--
--
1
ND
ND ND ND
--
ug/L
10/05/05
--
--
1
ND
ND ND ND
--
ug/L
04/25/06
--
--
1
ND
ND ND ND
--
ug/L
10/05/06
--
--
1
ND
ND ND ND
ND
ug/L
03/21/07
--
--
1
ND
ND 0.76 J ND
ND
ug/L
10/02/07
--
--
1
ND
ND 1.05 J 0.27 J
ND
ug/L
04/01 /08
--
--
1
ND
0.12 J 1.22 J 0.32 J
ND
ug/L
10/29/08
--
--
1
ND
0.36 J 1.21 0.33 J
ND
ug/L
03/24/09
0.36
1.0
1
ND
0.49 J 1.3 ND
ND
ug/L
09/22/09
0.36
1.0
1
ND
2.9 1.1 ND
ND
ug/L
03/24/10
0.099
1.0
1
ND
3.4 1.6 0.56 J
ND
ug/L
09/22/10
0.36
1.0
1
ND
ND 1.7 ND
ND
ug/L
03/16/11
0.73
1.0
1
ND
ND 1.4 ND
ND
ug/L
09/21/11
0.73
1.0
1
ND
-- ND 0.75 J
ND
ug/L
03/21/12
0.17
1.0
1
ND
ND 0.74 J 0.49 J
ND
ug/L
09/20/12
0.17
1.0
1
ND
ND 0.73 J ND
ND
ug/L
03/20/13
0.17
1.0
1
ND
ND ND ND
ND
ug/L
09/18/13
0.17
1.0
1
ND
0.46 J 0.40 J ND
ND
ug/L
03/27/14
0.17
1.0
1
ND
ND 1.2 0.5 J
ND
(Verification Event)
ug/L
05/28/14
0.17
1.0
1
ND
-- ND --
ND
ug/L
09/18/14
0.17
1.0
1
ND
ND 0.91 J 0.45 J
ND
ug/L
03/18/15
0.17
1.0
1
ND
ND 0.46 J ND
ND
ug/L
09/23/15
0.17
1.0
1
ND
ND 0.46 J ND
ND
ug/L
03/15/16
0.17
1.0
1
ND
ND ND ND
ND
ug/L
09/21/16
0.17
1.0
1
ND
ND 0.42 J ND
ND
ug/L
03/21/17
0.17
1.0
1
Dry
ND ND ND
ND
ug/L
09/20/17
0.17
1.0
1
ND
ND ND 0.46 J
ND
ug/L
03/21/18
0.17
1.0
1
ND
ND ND ND
ND
ug/L
09/25/18
0.17
1.0
--
ND
ND ND ND
ND
ug/L
03/25/19
0.17
1.0
--
ND
ND ND ND
ND
ug/L
09/19/19
0.17
1.0
--
ND
ND ND ND
ND
ug/L
03/16/20
0.17
1.0
--
ND
ND ND ND
ND
ug/L
09/24/20
0.17
1.0
--
ND
ND ND ND
ND
ug/L
03/16/21
0.17
1.0
--
ND
ND ND ND
ND
ug/L
09/20/21
0.17
1.0
--
ND
ND ND ND
ND
ug/L
03/14/22
0.17
1.0
--
ND
ND ND ND
ND
ug/L
09/19/22
0.17
1.0
--
ND
ND ND ND
ND
ug/L
03/30/23
0.17
1.0
--
ND
ND ND ND
ND
Trichloroethene
ug/L
06/21/01
5
5
1
ND
ND ND ND
--
NC 2L = 3 ug/L
ug/L
04/24/02
5
5
1
ND
ND ND ND
--
EPA MCL = 5 ug/L
ug/L
10/01/02
5
5
1
ND
ND ND ND
--
ug/L
04/10/03
--
--
1
ND
ND ND ND
--
ug/L
10/20/03
--
--
1
ND
ND ND ND
--
ug/L
03/24/04
--
--
1
ND
ND ND ND
--
ug/L
10/27/04
--
--
1
ND
ND ND ND
--
ug/L
05/25/05
--
--
1
ND
ND ND ND
--
ug/L
10/05/05
--
--
1
ND
ND ND ND
--
ug/L
04/25/06
--
--
1
ND
ND ND ND
--
ug/L
10/05/06
--
--
1
ND
ND ND ND
ND
ug/L
03/21/07
--
--
1
ND
ND 0.24 J ND
ND
ug/L
10/02/07
--
--
1
ND
ND 0.27 J 0.18 J
ND
ug/L
04/01 /08
--
--
1
ND
ND 0.51 J 0.19 J
ND
ug/L
10/29/08
--
--
1
ND
ND 0.52 J 1.13
ND
ug/L
03/24/09
0.38
1.0
1
ND
ND 0.44 J ND
ND
ug/L
09/22/09
0.38
1.0
1
ND
0.64 J ND ND
ND
ug/L
03/24/10
0.13
1.0
1
ND
0.90 J 0.52 J ND
ND
ug/L
09/22/10
0.38
1.0
1
ND
ND ND ND
ND
ug/L
03/16/11
0.72
1.0
1
ND
ND ND ND
ND
ug/L
09/21/11
0.72
1.0
1
ND
-- 0.82 J ND
ND
ug/L
03/21/12
0.15
1.0
1
ND
ND 0.46 J 0.41 J
ND
ug/L
09/20/12
0.15
1.0
1
ND
ND ND ND
ND
ug/L
03/20/13
0.15
1.0
1
ND
ND ND ND
ND
ug/L
09/18/13
0.15
1.0
1
ND
ND ND ND
ND
ug/L
03/27/14
0.15
1.0
1
ND
ND 0.41 J ND
ND
ug/L
09/18/14
0.15
1.0
1
ND
ND ND ND
ND
ug/L
03/18/15
0.15
1.0
1
ND
ND ND 0.41 J
ND
ug/L
09/23/15
0.15
1.0
1
ND
ND ND ND
ND
ug/L
03/15/16
0.15
1.0
1
ND
ND ND ND
ND
ug/L
09/21/16
0.15
1.0
1
ND
ND ND ND
ND
ug/L
03/21/17
0.15
1.0
1
Dry
ND ND ND
ND
ug/L
09/20/17
0.15
1.0
1
ND
ND ND ND
ND
ug/L
03/21/18
0.15
1.0
1
ND
ND ND ND
ND
ug/L
09/25/18
0.15
1.0
--
ND
ND ND ND
ND
ug/L
03/25/19
0.15
1.0
--
ND
ND ND ND
ND
ug/L
09/19/19
0.15
1.0
--
ND
ND ND ND
ND
ug/L
03/16/20
0.15
1.0
--
ND
ND ND ND
ND
ug/L
09/24/20
0.15
1.0
--
ND
ND ND ND
ND
ug/L
03/16/21
0.15
1.0
--
ND
ND ND ND
ND
ug/L
09/20/21
0.15
1.0
--
ND
ND ND ND
ND
ug/L
03/14/22
0.15
1.0
--
ND
ND ND ND
ND
ug/L
09/19/22
0.15
1.0
--
ND
ND ND ND
ND
ug/L
03/30/23
0.15
1.0
--
ND
ND ND ND
ND
9 of 12

July 2023
TABLE 8
GL2014715721
Summary of Detected Constituents in C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Henderson County, North Carolina
Detected Monitoring
SwS
Upgradient Well
Downgradient Wells
Constituent/Parameter
Units
Date
MDL
PQL
Reporting
Blanks
MW-10
MW-11 MW-12 MW-13
Limit
Trichlorofluoromethane
ug/L
06/21/01
5
5
1
ND
ND ND ND
--
NC 2L = 2000 ug/L
ug/L
04/24/02
5
5
1
ND
ND ND ND
--
EPA MCL = No Standard
ug/L
10/01/02
5
5
1
ND
ND ND ND
--
ug/L
04/10/03
5
5
1
ND
ND ND ND
--
ug/L
10/20/03
5
5
1
ND
ND ND ND
--
ug/L
03/24/04
5
5
1
ND
ND ND ND
--
ug/L
10/27/04
--
--
1
ND
ND ND ND
--
ug/L
05/25/05
--
--
1
ND
ND ND ND
--
ug/L
10/05/05
--
--
1
ND
ND 8.07 ND
--
ug/L
04/25/06
--
--
1
ND
ND ND 23.1
--
ug/L
10/05/06
--
--
1
ND
ND 13.8 ND
ND
ug/L
03/21/07
--
--
1
ND
ND 11.3 ND
ND
ug/L
10/02/07
--
--
1
ND
ND 9.90 0.26 J
ND
ug/L
04/01/08
--
--
1
ND
ND 8.03 3.88
ND
ug/L
10/29/08
--
--
1
ND
ND 6.83 2.71
ND
ug/L
03/24/09
0.28
1.0
1
ND
ND 4.3 1.5
ND
ug/L
09/22/09
0.28
1.0
1
ND
ND 2.0 ND
ND
ug/L
03/24/10
0.15
1.0
1
ND
ND 2.6 1.0
ND
ug/L
09/22/10
0.28
1.0
1
ND
ND 2.0 0.87 J
ND
ug/L
03/16/11
0.66
1.0
1
ND
ND 1.4 2.5
ND
ug/L
09/21/11
0.66
1.0
1
ND
-- 0.82 J 1.7
ND
ug/L
03/21/12
0.24
1.0
1
ND
ND 0.51 J ND
ND
ug/L
09/20/12
0.24
1.0
1
ND
ND 0.80 J 0.76 J
ND
ug/L
03/20/13
0.24
1.0
1
ND
ND ND 1.1
ND
ug/L
09/18/13
0.24
1.0
1
ND
ND ND 1.3
ND
ug/L
03/27/14
0.24
1.0
1
ND
ND ND 3.9
ND
ug/L
09/18/14
0.24
1.0
1
ND
ND ND 1.6
ND
ug/L
03/18/15
0.24
1.0
1
ND
ND ND 1.5
ND
ug/L
09/23/15
0.24
1.0
1
ND
ND ND 0.77 J
ND
ug/L
03/15/16
0.24
1.0
1
ND
ND ND 0.72 J
ND
ug/L
09/21/16
0.24
1.0
1
ND
ND ND 0.82 J
ND
ug/L
03/21/17
0.24
1.0
1
Dry
ND ND 0.52 J
ND
ug/L
09/20/17
0.24
1.0
1
ND
ND ND 0.46 J
ND
ug/L
03/21/18
0.24
1.0
1
ND
ND ND ND
ND
ug/L
09/25/18
0.24
1.0
--
ND
ND ND ND
ND
ug/L
03/25/19
0.24
1.0
--
ND
ND ND ND
ND
ug/L
09/19/19
0.24
1.0
--
ND
ND ND ND
ND
ug/L
03/16/20
0.24
1.0
--
ND
ND ND ND
ND
ug/L
09/24/20
0.24
1.0
--
ND
ND ND ND
ND
ug/L
03/16/21
0.24
1.0
--
ND
ND ND ND
ND
ug/L
09/20/21
0.24
1.0
--
ND
ND ND ND
ND
ug/L
03/14/22
0.24
1.0
--
ND
ND ND ND
ND
ug/L
09/19/22
0.24
1.0
--
ND
ND ND ND
ND
ug/L
03/30/23
0.24
1.0
--
ND
ND ND ND
ND
Vinyl Chloride
ug/L
06/21/01
10
10
1
ND
ND ND ND
--
NC 2L = 0.03 ug/L
ug/L
04/24/02
10
10
1
ND
ND ND ND
--
EPA MCL = 2 ug/L
ug/L
10/01/02
10
10
1
ND
ND ND ND
--
ug/L
04/10/03
--
--
1
ND
ND ND ND
--
ug/L
10/20/03
--
--
1
ND
ND ND ND
--
ug/L
03/24/04
--
--
1
ND
ND ND ND
--
ug/L
10/27/04
--
--
1
ND
ND ND ND
--
ug/L
05/25/05
--
--
1
ND
ND ND ND
--
ug/L
10/05/05
--
--
1
ND
ND ND ND
--
ug/L
04/25/06
--
--
1
ND
ND ND ND
--
ug/L
10/05/06
--
--
1
ND
ND ND ND
ND
ug/L
03/21/07
--
--
1
ND
ND ND ND
ND
ug/L
10/02/07
--
--
1
ND
ND ND ND
ND
ug/L
04/01/08
--
--
1
ND
ND ND ND
ND
ug/L
10/29/08
--
--
1
ND
ND 0.56 J ND
ND
ug/L
03/24/09
0.30
1.0
1
ND
ND ND ND
ND
ug/L
09/22/09
0.30
1.0
1
ND
0.55 J ND ND
ND
ug/L
03/24/10
0.083
1.0
1
ND
ND ND ND
ND
ug/L
09/22/10
0.30
1.0
1
ND
ND 0.42 J ND
ND
ug/L
03/16/11
0.60
1.0
1
ND
ND ND 0.64 J
ND
ug/L
09/21/11
0.60
1.0
1
ND
-- ND ND
ND
ug/L
03/21/12
0.32
1.0
1
ND
ND 0.45 J ND
ND
ug/L
09/20/12
0.32
1.0
1
ND
ND 0.57 J 0.56 J
ND
ug/L
03/20/13
0.32
1.0
1
ND
0.51 J 0.70 J 0.51 J
ND
ug/L
09/18/13
0.32
1.0
1
ND
0.83 J 0.79 J 0.72 J
ND
ug/L
03/27/14
0.32
1.0
1
ND
1.5 1.3 2.5
ND
(Verification Event)
ug/L
05/28/14
0.32
1.0
1
ND
0.72 J ND 1.8
ND
ug/L
09/18/14
0.32
1.0
1
ND
0.97 J 0.92 J 2.0
ND
ug/L
03/18/15
0.32
1.0
1
ND
0.85 J 0.86 J 2.5
ND
ug/L
09/23/15
0.32
1.0
1
ND
0.78 J 1.2 2.6
ND
ug/L
03/15/16
0.32
1.0
1
ND
1.3 0.98 J 2.2
ND
ug/L
09/21/16
0.32
1.0
1
ND
1.5 1.3 2.5
ND
ug/L
03/21/17
0.32
1.0
1
Dry
0.86 J 1.5 2.6
ND
ug/L
09/20/17
0.32
1.0
1
ND
0.70 J 1.2 1.5
ND
ug/L
03/21/18
0.32
1.0
1
ND
ND ND ND
ND
ug/L
09/25/18
0.32
1.0
--
ND
ND ND ND
ND
ug/L
03/25/19
0.32
1.0
--
ND
0.57 J 1.5 1.8
ND
ug/L
09/19/19
0.32
1.0
--
ND
ND 1.3 1.9
ND
ug/L
03/16/20
0.32
1.0
--
ND
ND 0.74 J 0.76 J
ND
ug/L
09/24/20
0.32
1.0
--
ND
ND 0.57 J 1.8
ND
ug/L
03/16/21
0.32
1.0
--
ND
ND 0.75 J 1.6
ND
ug/L
09/20/21
0.32
1.0
--
ND
ND 0.89 J 1.5
ND
ug/L
03/14/22
0.32
1.0
--
ND
ND ND ND
ND
ug/L
09/19/22
0.32
1.0
--
ND
ND 0.81 J 0.90 J
ND
ug/L
03/30/23
0.32
1.0
--
ND
ND 1.04 0.596 J
ND
Xylenes (Total)
ug/L
06/21/01
5
5
5
ND
ND ND ND
--
NC 2L = 500 ug/L
ug/L
04/24/02
5
5
5
ND
ND ND ND
--
EPA MCL = 10000 ug/L
ug/L
10/01/02
5
5
5
ND
ND ND ND
--
ug/L
04/10/03
5
5
5
ND
ND ND ND
--
ug/L
10/20/03
5
5
5
ND
ND ND ND
--
ug/L
03/24/04
--
--
5
ND
ND ND ND
--
ug/L
10/27/04
--
--
5
ND
ND ND ND
--
ug/L
05/25/05
--
--
5
ND
ND ND ND
--
ug/L
10/05/05
--
--
5
ND
ND ND ND
--
ug/L
04/25/06
--
--
5
ND
ND ND ND
--
ug/L
10/05/06
--
--
5
ND
ND ND ND
ND
ug/L
03/21/07
--
--
5
ND
ND 0.17 J ND
ND
ug/L
10/02/07
--
--
5
ND
ND 0.17 J ND
ND
ug/L
04/01/08
--
--
5
ND
ND 0.28 J ND
ND
ug/L
10/29/08
--
--
5
ND
ND 0.25 J ND
ND
ug/L
03/24/09
0.40
1.0
5
ND
ND ND ND
ND
ug/L
09/22/09
0.40
1.0
5
ND
0.72 J ND ND
ND
ug/L
03/24/10
0.22
1.0
5
ND
0.62 J ND ND
ND
ug/L
09/22/10
0.40
1.0
5
ND
ND ND ND
ND
ug/L
03/16/11
2.1
3.0
5
ND
ND ND ND
ND
ug/L
09/21/11
2.1
3.0
5
ND
-- ND ND
ND
ug/L
03/21/12
0.45
3.0
5
ND
ND ND ND
ND
ug/L
09/20/12
0.45
3.0
5
ND
ND ND ND
ND
ug/L
03/20/13
0.45
3.0
5
ND
ND ND ND
ND
ug/L
09/18/13
0.45
3.0
5
ND
ND ND ND
ND
ug/L
03/27/14
0.45
3.0
5
ND
ND ND ND
ND
ug/L
09/18/14
0.45
3.0
5
ND
ND ND ND
ND
ug/L
03/18/15
0.45
3.0
5
ND
ND ND ND
ND
ug/L
09/23/15
0.45
3.0
5
ND
ND ND ND
ND
ug/L
03/15/16
0.45
3.0
5
ND
ND ND ND
ND
ug/L
09/21/16
0.45
3.0
5
ND
ND ND ND
ND
ug/L
03/21/17
0.45
3.0
5
Dry
ND ND ND
ND
ug/L
09/20/17
0.45
3.0
5
ND
ND ND ND
ND
ug/L
03/21/18
0.45
3.0
5
ND
ND ND ND
ND
ug/L
09/25/18
0.45
3.0
--
ND
ND ND ND
ND
ug/L
03/25/19
0.45
3.0
--
ND
ND ND ND
ND
ug/L
09/19/19
0.45
3.0
--
ND
ND ND ND
ND
ug/L
03/16/20
0.45
3.0
--
ND
ND ND ND
ND
ug/L
09/24/20
0.45
3.0
--
ND
ND ND ND
ND
ug/L
03/16/21
0.45
3.0
--
ND
ND ND ND
ND
ug/L
09/20/21
0.45
3.0
--
ND
ND ND ND
ND
ug/L
03/14/22
0.45
3.0
--
ND
ND ND ND
ND
ug/L
09/19/22
0.45
3.0
--
ND
ND ND ND
ND
ug/L
03/30/23
0.45
3.0
--
ND
ND ND ND
ND
10 of 12

July 2023
TABLE 8
GL2014715721
Summary of Detected Constituents in C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Henderson County, North Carolina
Detected Monitoring
SwS
Upgradient Well
Downgradient
Wells
Units
Date
MDL
PQL
Reporting
Blanks
MW-10
MW-11
MW-12
MW-13
Constituent/Parameter
Limit
1,4-Dioxane
ug/L
09/25/18
1.2
2.0
--
ND
ND
3.3
1.9 J
ND
NC 2L = 3 ug/L
ug/L
03/25/19
1.2
2.0
--
ND
ND
8.7
1.9 J
ND
ug/L
09/19/19
1.2
2.0
--
ND
ND
10
2.3
ND
ug/L
03/16/20
0.80
2.0
--
ND
ND
13
2.1
ND
ug/L
09/24/20
0.80
2.0
--
ND
ND
12
2.2
ND
ug/L
03/16/21
0.80
2.0
--
ND
ND
10
2.4
ND
ug/L
09/20/21
0.80
2.0
--
ND
2.2
10
2.8
ND
ug/L
03/14/22
0.80
2.0
--
ND
6.2
7.2
3.3
ND
ug/L
09/19/22
0.80
2.0
--
ND
4.5
2.9
4.2
ND
ug/L
03/30/23
0.32
0.5
--
ND
1.98
1.18
3.55
ND
Tetrahydrofuran
ug/L
03/16/11
0.80
1.0
--
ND
ND
74
7.6
ND
IMAC = 2000 ug/L
ug/L
09/21/11
0.80
1.0
--
ND
--
39
8.2
ND
EPA MCL = No Standard
ug/L
03/21/12
0.80
1.0
--
ND
ND
28
17
ND
ug/L
09/20/12
0.80
1.0
--
ND
ND
22
9.1
ND
ug/L
03/20/13
0.80
1.0
--
ND
ND
34
B
9.0 B
21
ug/L
09/18/13
0.80
1.0
--
ND
11
13
3.6
ND
ug/L
03/27/14
0.80
1.0
--
ND
200
ND
8.0
ND
ug/L
09/18/14
0.80
1.0
--
ND
21
ND
9.5
ND
ug/L
03/18/15
0.80
1.0
--
ND
9.8
6.3
6.8
ND
ug/L
09/23/15
0.80
1.0
--
ND
99
6.4
10
ND
ug/L
03/15/16
0.80
1.0
--
ND
50
4.9
14
ND
ug/L
09/21/16
0.80
1.0
--
ND
ND
13
14
ND
ug/L
03/21/17
0.80
1.0
--
Dry
48
14
9.4
ND
ug/L
09/20/17
0.80
1.0
--
ND
9.9
4.8
5.7
ND
ug/L
03/21/18
0.80
1.0
--
ND
ND
ND
5.8
ND
ug/L
09/25/18
0.53
1.0
--
ND
ND
ND
ND
ND
ug/L
03/25/19
0.53
1.0
--
ND
ND
12
ND
ND
ug/L
09/19/19
0.53
1.0
--
ND
ND
32
2.1
ND
ug/L
03/16/20
0.53
1.0
--
ND
ND
29
ND
ND
ug/L
09/24/20
0.53
1.0
--
ND
ND
ND
ND
ND
ug/L
03/16/21
0.53
1.0
--
ND
ND
ND
ND
ND
ug/L
09/20/21
0.53
1.0
--
ND
6.1
24
6.6
ND
ug/L
03/14/22
0.53
1.0
--
ND
ND
25
13
ND
ug/L
09/19/22
0.53
1.0
--
ND
ND
6.4
16
ND
ug/L
03/30/23
0.53
1.0
--
ND
ND
ND
14
ND
2,4-D
ug/L
03/21/12
0.16
0.50
2
ND
ND
ND
0.80 J
ND
NC 2L = 70 ug/L
ug/L
09/20/12
0.16
0.50
2
ND
ND
ND
ND
ND
EPA MCL = 70 ug/L
ug/L
03/20/13
0.16
0.50
2
ND
ND
ND
1.1 J
ND
ug/L
09/18/13
0.16
0.50
2
ND
ND
ND
1.3 J
ND
ug/L
03/27/14
0.27
0.50
2
ND
ND
ND
1.0 J
ND
ug/L
09/18/14
0.27
0.50
2
ND
ND
ND
0.85 J
ND
ug/L
03/18/15
0.27
0.50
2
ND
ND
ND
0.82 J
ND
ug/L
09/23/15
0.27
0.50
2
ND
ND
ND
0.54 J
ND
ug/L
03/15/16
0.27
0.50
2
ND
ND
ND
ND
ND
ug/L
09/21/16
0.27
0.50
2
ND
ND
ND
ND
ND
ug/L
03/21/17
0.27
0.50
2
Dry
ND
ND
ND
ND
ug/L
09/20/17
0.27
0.50
2
ND
ND
ND
ND
ND
ug/L
03/21/18
0.27
0.50
2
ND
ND
ND
ND
ND
ug/L
09/25/18
0.27
0.50
--
ND
ND
ND
ND
ND
ug/L
03/25/19
0.27
0.50
--
ND
ND
ND
1.0
ND
ug/L
09/19/19
0.27
0.50
--
ND
ND
ND
ND
ND
ug/L
03/16/20
0.27
0.50
--
ND
ND
ND
ND
ND
ug/L
09/24/20
0.27
0.50
--
ND
ND
ND
1.5
ND
ug/L
03/16/21
0.27
0.50
--
ND
ND
ND
0.56
ND
ug/L
09/20/21
0.27
0.50
--
ND
ND
ND
ND
ND
ug/L
03/14/22
0.27
0.50
--
ND
ND
ND
0.75
ND
ug/L
09/19/22
0.27
0.50
--
ND
ND
ND
0.63
ND
ug/L
03/30/23
0.18
1.10
--
ND
ND
ND
0.17 J
ND
Chloride
mg/L
03/24/09
1.9
5.0
--
ND
8.8
4.1
J
ND
ND
NC 2L = 250 mg/L
mg/L
09/22/09
0.018
5.0
--
3.1 J
8.1
8.7
3.6 J
ND
EPA MCL = 250 mg/L
mg/L
03/24/10
1.2
5.0
--
ND
1.7
J
7.3
2.5 J
ND
mg/L
09/22/10
0.018
5.0
--
3 J
4.7
J
4.8
J
5.1
ND
mg/L
03/16/11
0.047
5.0
--
3 J
ND
J
8.6
4.8 J
ND
mg/L
09/21/11
0.047
5.0
--
2.6 B
--
17
4.4 B
1.5 J
mg/L
03/21/12
0.43
5.0
--
2.3 B
4.2
B
18
4.6 B
1.2 J
mg/L
09/20/12
0.43
5.0
--
2.6 B
6.3
B
16
6.3 B
1.5
mg/L
03/20/13
0.43
5.0
--
2.6 B
6.6
B
14
7.3 B
1.5
mg/L
09/18/13
2.2
5.0
--
2.4 J
5.0
13
5.9
ND
mg/L
03/27/14
2.2
5.0
--
2.4 J
23
3.7
J
5.2
ND
mg/L
09/18/14
2.2
5.0
--
2.6 J
8.9
3.1
J
5.4
ND
mg/L
03/18/15
2.2
5.0
--
2.3 J
60
19
5.6
ND
mg/L
09/23/15
2.2
5.0
--
2.6 J
20
15
5.8
ND
mg/L
03/15/16
2.2
5.0
--
ND
14
10
5.1
ND
mg/L
09/21/16
2.2
5.0
--
ND
32
18
5.5
ND
mg/L
03/21/17
2.2
5.0
--
Dry
45
27
6.0
ND
mg/L
09/20/17
2.2
5.0
--
ND
110
19
6.7
ND
mg/L
03/21/18
2.2
5.0
--
ND
13
27
7.0
ND
mg/L
09/25/18
2.2
5.0
--
ND
9.3
15.0
7.0
ND
mg/L
03/25/19
2.2
5.0
--
ND
14
41
7.7
ND
mg/L
09/19/19
2.2
5.0
--
ND
12
47
7.7
ND
mg/L
03/16/20
2.2
5.0
--
2.9 J
15
51
8.9
ND
mg/L
09/24/20
2.2
5.0
--
2.5 J
14
48
9.1
ND
mg/L
03/16/21
2.2
5.0
--
3.0 J
15
56
10
ND
mg/L
09/20/21
2.2
5.0
--
3.2 J
18
53
12
ND
mg/L
03/14/22
2.2
5.0
--
3.1 J
49
44
14
ND
mg/L
09/19/22
2.2
5.0
--
3.4 J
10
27
16
ND
mg/L
03/30/23
0.2
0.5
--
2.3
18
44
20
ND
Total Dissolved Solids
mg/L
03/24/09
10
10
--
86
310
190
140
ND
NC 2L = 500 mg/L
mg/L
09/22/09
10
10
--
66
280
160
130
ND
EPA MCL = 500 mg/L
mg/L
03/24/10
10
10
--
22
110
170
140
ND
mg/L
09/22/10
10
10
--
40
110
160
190
ND
mg/L
03/16/11
10
10
--
46
ND
160
120
ND
mg/L
09/21/11
10
10
--
16
--
200
140
ND
mg/L
03/21/12
10
10
--
18
190
190
140
ND
mg/L
09/20/12
10
10
--
200
170
120
110
ND
mg/L
03/20/13
10
10
--
46
270
260
260
ND
mg/L
09/18/13
10
10
--
ND
110
180
180
ND
mg/L
03/27/14
10
10
--
ND
300
110
170
ND
mg/L
09/18/14
10
10
--
ND
180
98
180
ND
mg/L
03/18/15
10
10
--
38
330
210
150
ND
mg/L
09/23/15
10
10
--
ND
400
190
160
ND
mg/L
03/15/16
10
10
--
ND
360
190
170
ND
mg/L
09/21/16
10
10
--
ND
720
150
120
ND
mg/L
03/21/17
10
10
--
Dry
970
320
200
ND
mg/L
09/20/17
10
50
--
ND
1000
270
210
ND
mg/L
03/21/18
10
50
--
ND
540
210
170
ND
mg/L
09/25/18
50
50
--
ND
390
160
140
ND
mg/L
03/25/19
50
50
--
ND
750
390
200
ND
mg/L
09/19/19
50
50
--
ND
570
510
240
ND
mg/L
03/16/20
50
50
--
ND
600
480
180
ND
mg/L
09/24/20
50
50
--
ND
550
500
180
ND
mg/L
03/16/21
50
50
--
ND
660
600
220
ND
mg/L
09/20/21
50
50
--
ND
630
580
200
ND
mg/L
03/14/22
50
50
--
120
860
570
210
ND
mg/L
09/19/22
50
50
--
ND
600
ND
310
ND
mg/L
03/30/23
50
50
--
ND
610
274
472
ND
11 of 12

July 2023
TABLE 8
GL2014715721
Summary of Detected Constituents in C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Henderson County, North Carolina
Detected Monitoring
SWS
Upgradient Well
Downgradient
Wells
Units
Date
MDL
PQL
Reporting
Blanks
MW-10
MW-11
MW-12
MW-13
Constituent/Parameter
Limit
Sulfate as SO4
mg/L
03/24/09
0.078
5.0
250
1.5 J
150
J
18
J
3.0
J
ND
NC 2L = 250 mg/L
mg/L
09/22/09
0.078
5.0
250
1.7 J
100
J
17
J
3.9
J
ND
EPA MCL = 250 mg/L
mg/L
03/24/10
0.12
5.0
250
ND
5.3
J
16
J
2.1
J
ND
mg/L
09/22/10
0.12
5.0
250
ND
4.8
J
5.4
J
4.9
J
ND
mg/L
03/16/11
0.02
5.0
250
1.9 J
ND
J
7.3
J
3.9
J
ND
mg/L
09/21/11
0.02
5.0
250
1.7 B
--
14
J
4.2
B
1.7 J
mg/L
03/21/12
0.04
5.0
250
1.5 J
46
J
18
J
6.3
J
ND
mg/L
09/20/12
0.04
5.0
250
1.9 J
66
J
18
J
9.9
J
ND
mg/L
03/20/13
0.04
5.0
250
1.6 J
32
J
16
J
12
J
ND
mg/L
09/18/13
0.04
5.0
250
1.60 B
18.0
J
14.0
J
15.0
J
1.50 J
mg/L
03/27/14
2.9
5.0
250
ND
83.0
J
ND
14.0
J
ND
mg/L
09/18/14
2.9
5.0
250
ND
49
J
ND
16
J
ND
mg/L
03/18/15
2.9
5.0
250
ND
78
J
25
J
17
J
ND
mg/L
09/23/15
2.9
5.0
250
ND
73
J
22
J
19
J
ND
mg/L
03/15/16
2.9
5.0
250
ND
98
J
14
J
17
J
ND
mg/L
09/21/16
2.9
5.0
250
ND
250
18
J
18
J
ND
mg/L
03/21/17
2.9
5.0
250
Dry
310
31
J
20
J
ND
mg/L
09/20/17
2.9
5.0
250
ND
460
27
J
24
J
ND
mg/L
03/21/18
2.9
5.0
250
ND
160
J
14
J
23
J
ND
mg/L
09/25/18
2.9
5.0
--
ND
96
16
20
ND
mg/L
03/25/19
2.9
5.0
--
ND
190
46
19
ND
mg/L
09/19/19
2.9
5.0
--
ND
140
54
18
ND
mg/L
03/16/20
2.9
5.0
--
ND
46
61
22
ND
mg/L
09/24/20
2.9
5.0
--
ND
240
62
22
ND
mg/L
03/16/21
2.9
5.0
--
ND
290
87
23
ND
mg/L
09/20/21
2.9
5.0
--
ND
270
56
24
ND
mg/L
03/14/22
2.9
5.0
--
ND
68
93
22
ND
mg/L
09/19/22
2.9
5.0
--
ND
210
53
25
ND
mg/L
03/30/23
0.4
1.0
--
ND
172
36
28
ND
Total Alkalinity
mg/L
03/24/09
8.3
15
--
17
18
80
65
ND
NC 2L = No Standard
mg/L
09/22/09
8.3
15
--
12 J
41
76
68
ND
EPA MCL = No Standard
mg/L
03/24/10
8.0
15
--
9.6 J
57
76
75
ND
mg/L
09/22/10
8
15
--
ND
46
86
100
ND
mg/L
03/16/11
12
15
--
ND
ND
94
96
ND
mg/L
09/21/11
12
15
--
ND
--
90
90
ND
mg/L
03/21/12
12
15
--
14 J
51
87
100
ND
mg/L
09/20/12
12
15
--
19
53
86
100
ND
mg/L
03/20/13
12
15
--
15
69
96
110
ND
mg/L
09/18/13
14
15
--
ND
77.0
110
110
ND
mg/L
03/27/14
14
15
--
ND
84.0
94.0
110
ND
mg/L
09/18/14
14
15
--
ND
96
83
110
ND
mg/L
03/18/15
14
15
--
14 J
120
130
120
ND
mg/L
09/23/15
14
15
--
16
260
140
120
ND
mg/L
03/15/16
14
15
--
19
160
130
120
ND
mg/L
09/21/16
14
15
--
ND
350
150
120
ND
mg/L
03/21/17
14
15
--
Dry
370
170
120
ND
mg/L
09/20/17
14
75
--
ND
330
170
120
ND
mg/L
03/21/18
14
15
--
ND
240
140
110
ND
mg/L
09/25/18
14
15
--
ND
230
160
120
ND
mg/L
03/25/19
14
15
--
ND
370
190
130
ND
mg/L
09/19/19
14
15
--
ND
300
280
140
ND
mg/L
03/16/20
14
15
--
16
300
240
130
ND
mg/L
09/24/20
14
15
--
ND
170
310
130
ND
mg/L
03/16/21
14
15
--
ND
140
290
130
ND
mg/L
09/20/21
14
15
--
17
170
310
130
ND
mg/L
03/14/22
14
15
--
18
300
280
140
ND
mg/L
09/19/22
14
15
--
21
290
180
140
ND
mg/L
03/30/23
2.2
5.0
--
27
319
152
136
ND
Notes: ug/L = micrograms per liter
mg/L = milligrams per liter
ND = Not detected at the stated reporting limit
J = The March 2019 event, J flags are estimated values between the MDL and PQL. Prior to the November
B = Blank -qualified result
-- = no data available
# = EPA Action Level
* = EPA Secondary MCL
MDL = laboratory method detection limit
PQL = practical quantitation limit
Blanks = field, trip and method blanks
Bold = concentrations above the NC 2L Groundwater Standards or Solid Waste Section Groundwater
Protection Standards (SWS GPS) have been bolded
Shaded = concentrations above the EPA Maximum Contaminant Level (MCL) has been shaded
SWS Reporting Limit = NCPQL or lab -specific reporting limit prior to October 2007 and NCSWSL starting in October 2007, ending in July 2018
EPA MCL = US Environmental Protection Agency Maximum Contaminant Level
NC 2L = North Carolina 2L Groundwater Standard
IMAC = Interim Maximum Allowable Concentration (under NC 2L Rules)
1) Historical data prior to March 2009 provided by Henderson County and CDM.
2) The following dilutions were noted for the September 2022 event: antimony and thallium in all wells (2x);
Total alkalinity: (5x) at MW-7, MW-8, & MW-11; sulfate: (4x) at MW-11
12 of 12

July 2023
GL2014715721
TABLE 9
Summary of Field Parameters for C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Detected Monitoring
Upgradient Well
Downgradient Wells
Units
Date
MW-10
MW-11 MW-12 MW-13
Constituent/Parameter
pH (field)
S. U.
03/21/07
5.23
5.29 5.52 5.78
S. U.
03/24/09
6.78
6.22 6.46 6.84
S. U.
09/22/09
7.37
5.41 5.59 5.90
S. U.
03/24/10
7.47
5.64 5.90 6.61
S. U.
09/22/10
5.80
5.27 5.39 5.81
S. U.
03/16/11
5.58
5.48 5.52 5.65
S. U.
09/21 /11
5.92
-- 5.38 5.87
S. U.
03/21/12
6.75
5.18 5.47 5.89
S. U.
09/20/12
6.34
5.72 5.07 6.16
S. U.
03/20/13
5.86
5.37 5.63 5.73
S. U.
09/18/13
5.83
5.40 5.76 6.06
S. U.
03/26/14
4.65
5.42 4.94 6.03
(Verification Event)
S. U.
05/28/14
--
5.46 5.96 6.12
S. U.
09/18/14
7.11
5.30 5.75 6.66
S. U.
03/18/15
6.31
5.27 5.70 5.73
S. U.
09/24/15
5.73
5.72 5.67 5.68
S. U.
03/15/16
4.86
5.58 5.45 5.48
S. U.
09/21/16
6.04
6.56 5.99 5.77
S. U.
03/21/17
Dry
5.87 5.55 5.41
S. U.
09/20/17
5.45
5.88 5.83 5.75
S. U.
03/21/18
5.69
6.12 5.92 5.85
S. U.
09/25/18
5.56
5.89 5.76 5.67
S. U.
03/25/19
5.51
6.10 5.93 5.76
S. U.
09/19/19
4.46
5.97 5.90 5.72
S. U.
03/16/20
4.99
5.94 5.74 5.46
S. U.
09/24/20
4.26
5.65 5.74 5.35
S. U.
03/16/21
5.63
5.85 6.01 5.70
S. U.
09/21 /21
5.75
6.15 6.25 5.72
S. U.
3/14/22
5.62
6.08 6.02 5.67
S. U.
09/19/22
4.59
6.26 5.83 5.50
S. U.
03/20/23
5.54
6.19 5.85 5.90
Specific Conductivity (field)
PS/cm
03/21/07
35
73 135 87
PS/cm
03/24/09
50
450 150 230
PS/cm
09/22/09
58
404 240 156
PS/cm
03/24/10
42
170 249 191
PS/cm
09/22/10
37
144 230 316
PS/cm
03/16/11
46
138 256 220
PS/cm
09/21/11
44
-- 272 207
PS/cm
03/21/12
22
188 292 219
PS/cm
09/20/12
44
262 218 215
PS/cm
03/20/13
36
213 252 215
PS/cm
09/18/13
39
227 309 283
PS/cm
03/18/14
40
1034 367 277
PS/cm
03/26/14
54
493 227 310
(Verification Event)
pS/cm
05/28/14
--
430 211 307
PS/cm
09/18/14
63
407 221 318
PS/cm
09/24/15
36
691 318 259
PS/cm
03/15/16
42
749 324 295
PS/cm
09/21/16
32
1040 342 272
PS/cm
03/21/17
Dry
1167 405 264
PS/cm
09/20/17
88
1449 400 301
PS/cm
03/21/18
47
777 409 301
PS/cm
09/25/18
37
748 389 310
PS/cm
03/25/19
31
1148 614 320
PS/cm
09/19/19
31
845 784 348
PS/cm
03/16/20
32
930 768 335
PS/cm
09/24/20
32
851 845 329
PS/cm
03/16/21
38
1112 1091 392
PS/cm
09/21/21
30
892 891 409
PS/cm
03/14/22
36
1009 778 300
PS/cm
09/19/22
42
659 519 360
PS/cm
03/20/23
44
882 457 359
1 of 3

July 2023
GL2014715721
TABLE 9
Summary of Field Parameters for C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Detected Monitoring
Upgradient Well
Downgradient Wells
Units
Date
MW-10
MW-11 MW-12 MW-13
Constituent/Parameter
Temperature (field)
Celsius
03/21/07
14.1
15.5 13.5 13.1
Celsius
03/24/09
16.0
14.7 14.1 15.8
Celsius
09/22/09
15.68
15.92 14.99 14.90
Celsius
03/24/10
13.36
14.12 13.13 12.31
Celsius
09/22/10
15.22
15.42 14.36 14.61
Celsius
03/16/11
12.28
13.51 12.90 12.73
Celsius
09/21/11
13.97
-- 15.20 14.38
Celsius
03/21/12
14.35
17.52 15.18 16.65
Celsius
09/20/12
14.15
17.47 14.45 13.97
Celsius
03/20/13
9.27
13.86 12.44 13.00
Celsius
09/18/13
13.8
18.9 14.6 14.3
Celsius
03/26/14
11.5
14.8 13.8 13.5
(Verification Event)
Celsius
05/28/14
--
16.9 18.6 17.2
Celsius
09/18/14
13.9
21.9 14.9 14.5
Celsius
03/18/15
14.2
14.2 14.4 13.6
Celsius
09/24/15
15.0
16.6 15.2 15.6
Celsius
03/15/16
15.3
15.5 14.4 14.9
Celsius
09/21/16
16.1
17.1 17.0 15.3
Celsius
03/21/17
Dry
15.4 14.5 14.5
Celsius
09/20/17
22.2
22.1 18.0 19.4
Celsius
03/21/18
9.9
13.4 13.4 12.4
Celsius
09/25/18
16.4
19.9 16.7 16.9
Celsius
03/25/19
13.6
15.8 13.8 12.9
Celsius
09/19/19
14.4
17.8 15.7 15.4
Celsius
03/16/20
13.4
15.8 14.7 13.2
Celsius
09/24/20
14.3
17.5 15.5 15.5
Celsius
03/16/21
13.0
15.6 14.3 12.9
Celsius
09/21/21
14.6
17.8 15.9 16.0
Celsius
03/14/22
13.1
16.6 16.2 14.8
Celsius
09/19/22
14.8
19.6 16.3 15.7
Celsius
03/20/23
12.3
16.3 15.1 14.6
Turbidity (field)
NTU
03/24/09
76.2
13.8 149 108
NTU
09/22/09
20.1
20.4 61.3 37.3
NTU
03/24/10
6.36
16.6 51.1 19.7
NTU
09/22/10
8.46
5.45 10.3 24.2
NTU
03/16/11
21.6
12.1 36.1 17.6
NTU
09/21/11
14.6
-- 27.6 26.4
NTU
03/21/12
45.0
45.8 13.5 27.5
NTU
09/20/12
42.3
35.0 32.4 25.2
NTU
03/20/13
4.86
11.9 12.2 20.4
NTU
09/18/13
>1000
26.5 47.1 81.5
NTU
03/26/14
4.60
15.5 1.93 2.55
(Verification Event)
NTU
05/28/14
--
13.0 44.6 121
NTU
09/18/14
1.78
8.31 1.01 16.0
NTU
03/18/15
14.20
46.9 43.2 11.7
NTU
09/24/15
17.6
3.7 19.7 17.2
NTU
03/15/16
7.53
2.91 1.44 0.38
NTU
09/21/16
1.70
2.09 2.12 2.17
NTU
03/21/17
Dry
4.36 1.54 0.87
NTU
09/20/17
8.49
7.09 0.38 0.25
NTU
03/21/18
0.71
6.34 1.41 0.96
NTU
09/25/18
1.89
5.64 3.74 1.36
NTU
03/25/19
1.48
2.28 1.16 0.44
NTU
09/19/19
0.39
0.00 2.16 1.62
NTU
03/16/20
1.33
1.02 0.54 1.04
NTU
09/24/20
1.05
1.93 0.01 0.01
NTU
03/16/21
1.34
1.71 0.83 0.21
NTU
09/21/21
0.88
6.94 1.66 0.69
NTU
03/14/22
1.88
7.70 1.28 1.02
NTU
09/19/22
6.63
5.81 1.05 0.77
NTU
03/20/23
0.97
6.84 0.39 1.00
Oxidation Reduction Potential (field)
mV
09/18/13
--
49.2 -- --
mV
03/27/14
--
-146 -- --
mV
09/18/14
--
70.6 -- --
mV
03/18/15
--
107 -- --
mV
09/24/15
95.8
72.0 99.3 91.0
mV
03/15/16
247
115 200 66.1
mV
03/21/17
Dry
-80.4 -204 -73.0
mV
09/20/17
123
7.7 111 -65.5
mV
03/21/18
308
57.5 288 110
mV
09/25/18
206
-102 94.4 -41.9
mV
03/25/19
420
-41.6 384 130
mV
09/19/19
167
-57.9 37.3 -91.0
mV
03/16/20
357
-5.7 131 18.9
mV
09/24/20
131
-173 -157 -130
mV
03/16/21
318
8.5 172 12.8
mV
09/21/21
173
22.3 79.3 10.4
mV
03/14/22
187
-22.2 96.6 22.0
mV
09/19/22
171
-98.1 44.4 -30.1
mV
03/20/23
69.4
15.2 -11.1 -39.1
2 of 3

July 2023
GL2014715721
TABLE 9
Summary of Field Parameters for C&D Monitoring Wells
Henderson County Closed C&D Landfill, Permit No. 45-01
Detected Monitoring
Constituent/Parameter
Units
Date
Upgradient Well
Downgradient Wells
MW-10
MW-11 MW-12 MW-13
Dissolved Oxygen (field)
mg/L
09/18/13
--
0.33 -- --
mg/L
03/27/14
--
0.24 -- --
mg/L
09/18/14
--
0.55 -- --
mg/L
03/18/15
--
0.44 -- --
mg/L
09/24/15
7.31
0.40 1.48 1.20
mg/L
03/15/16
6.47
0.08 0.42 0.16
mg/L
09/21/16
8.22
0.33 1.38 1.10
mg/L
03/21/17
Dry
0.60 0.63 0.54
mg/L
09/20/17
7.42
3.06 0.50 0.42
mg/L
03/21/18
4.53
0.36 0.40 0.39
mg/L
09/25/18
6.03
0.09 0.79 0.55
mg/L
03/25/19
7.80
0.13 0.80 0.29
mg/L
09/19/19
8.42
0.21 1.28 0.55
mg/L
03/16/20
7.88
1.02 0.34 2.24
mg/L
09/24/20
7.03
0.50 0.44 1.38
mg/L
03/16/21
7.63
0.37 0.53 2.24
mg/L
09/21/21
7.33
0.29 2.55 1.77
mg/L
03/14/22
7.84
0.18 0.55 1.53
mg/L
09/19/22
5.09
0.12 0.32 0.42
mg/L
03/20/23
9.10
0.22 5.26 8.92
Notes: NTU = Nephelometric Turbidity Units
uS/cm = microsiemens per centimeter
S.U. = Standard Units
-- = no data available
1) Historical data prior to March 2009 provided by Henderson County and CDM.
3 of 3

July 2023
GL2014715721
TABLE 10
Summary of Geochemical Indicators
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Background
Detected Monitoring
Units
MDL
PQL
Date
Reporting
Well
Monitored
Natural Attenuation
Monitoring
Wells
Blanks
Constituent/Parameter
Limit
MW-5
MW-6 MW-7 MW-8 AMWA S AMW-2S Old MW-2
Sulfide
mg/L
0.031
0.1
09/24/09
1
ND
0.28
J
ND
ND
--
--
0.48 J
ND
mg/L
0.031
0.1
03/23/10
1
--
--
--
--
--
--
--
ND
mg/L
0.01
0.1
09/24/15
1
ND
0.12
J
ND
ND
ND
ND
ND
ND
mg/L
0.01
0.1
03/15/16
1
ND
0.30
J
ND
ND
0.360
J
ND
ND
ND
mg/L
0.01
0.1
09/21/16
1
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.01
0.1
03/21/17
1
ND
0.098
J
ND
ND
ND
ND
ND
ND
mg/L
0.01
0.1
09/20/17
1
--
--
--
--
--
--
--
--
mg/L
0.01
0.1
03/21/18
1
ND
0.69
J
ND
ND
--
--
--
ND
mg/L
0.01
0.1
09/18/19
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.01
0.1
03/16/20
--
ND
0.68
ND
ND
ND
ND
ND
ND
mg/L
0.01
0.1
03/15/21
--
0.094 J
ND
0.015
J
ND
--
--
--
ND
mg/L
0.01
0.1
03/14/22
--
ND
0.063
J
ND
0.017
J
--
--
--
ND
mg/L
0.01
0.1
09/19/22
--
ND
0.470
ND
0.029
J
ND
ND
0.052 J
ND
m /L
1.00
1.0
03/20/23
--
ND
0.470
ND
ND
ND
ND
ND
ND
Chloride
mg/L
0.018
5
09/24/09
1
5.3
3.0
J
22
32
--
--
7.8
ND
mg/L
1.2
5
03/23/10
1
--
--
--
--
--
--
--
ND
mg/L
2.2
5
09/24/15
1
4.3 J
0.18
J
39
5.8
4.3
J
14
16
ND
mg/L
2.2
5
03/15/16
1
5.4
57
99
32
18
11
15
ND
mg/L
2.2
5
09/21/16
1
6.1
190
67
19
23
12
19
ND
mg/L
2.2
5
03/21/17
1
5.2
180
49
42
8.8
14
20
ND
mg/L
2.2
5
09/20/17
1
5.8
4.7
J
53
30
14
14
21
ND
mg/L
2.2
5
03/21/18
--
8.5
3.2
J
57
57
62
14
21
ND
mg/L
2.2
5
09/24/18
--
4.4
54
95
24
44
14
22
ND
mg/L
2.2
5
03/25/19
--
7.0
12
100
33
58
13
24
ND
mg/L
2.2
5
09/18/19
--
5.3
190
J
76
33
16
13
25
ND
mg/L
2.2
5
03/16/20
--
5.0
17
110
37
62
14
27
ND
mg/L
2.2
5
09/23/20
--
4.4 J
4.2
J
92
19
25
13
27
ND
mg/L
2.2
5
03/15/21
--
4.8 J
18
140
27
22
14
29
ND
mg/L
2.2
5
09/20/21
--
4.6 J
120
98
18
18
14
30
ND
mg/L
2.2
5
03/14/22
--
4.1 J
3.6
J
12
35
27
14
30
ND
mg/L
2.2
5
09/19/22
--
4.0 J
4.6
J
110
28
32
15
29
ND
m /L
0.20
0.50
03/20/23
--
2.5 J
99
103
40
22
17
34
ND
Nitrate as N
mg/L
0.0056
0.1
09/24/09
10
3.9 J
ND
ND
0.055
J
--
--
0.017 J
--
mg/L
0.021
0.1
03/23/10
10
--
--
--
--
--
--
--
--
mg/L
0.025
0.1
09/24/15
10
3.0 J
0.062
J
ND
0.096
J
0.29
J
ND
0.110 J
ND
mg/L
0.025
0.1
03/15/16
10
10
0.064
J
ND
ND
1.3
J
ND
ND
ND
mg/L
0.025
0.1
09/21/16
10
6.2 J
0.11
J
ND
0.069
J
0.5
J
ND
1.3 J
ND
mg/L
0.025
0.1
03/21/17
10
1.0 J
0.19
J
ND
0.18
J
1.3
J
ND
0.15 J
ND
mg/L
0.025
0.1
09/20/17
10
2.7 J
0.069
J
ND
0.12
J
0.7
J
ND
0.66 J
ND
mg/L
0.025
0.1
03/21/18
10
6.1 J
0.11
J
ND
0.16
J
0.76
J
ND
0.092 J
ND
mg/L
0.025
0.1
09/24/18
--
2.9
0.16
0.083
J
0.16
0.29
0.051
J
2.0
ND
mg/L
0.025
0.1
03/25/19
--
1.0
ND
ND
0.074
J
0.34
ND
0.067 J
ND
mg/L
0.025
0.1
09/18/19
--
0.95
0.14
0.056
J
0.20
0.31
0.070
J
0.86
ND
mg/L
0.041
0.1
03/16/20
--
0.62
0.082
J
0.05
J
0.058
J
0.19
ND
0.095 J
ND
mg/L
0.200
0.5
09/23/20
--
0.54 B
0.20
B
0.29
B
0.22
B
0.26
B
0.22
B
0.22 B
0.20 J
mg/L
0.200
0.5
03/15/21
--
0.34
ND
0.098
J
0.25
0.65
0.13
0.35
ND
mg/L
0.041
0.1
09/20/21
--
0.32
0.10
ND
0.12
0.25
0.15
0.92
ND
mg/L
0.040
0.1
03/14/22
--
0.19
0.19
ND
0.070
J
0.048
J
0.050
J
0.077 J
ND
mg/L
0.040
0.1
09/19/22
--
0.23
0.060
J
ND
0.096
J
0.32
0.17
0.62
ND
m /L
0.025
0.5
03/20/23
--
ND
ND
ND
ND
0.33
ND
ND
ND
Nitrite as N
mg/L
0.0056
0.1
09/24/09
1
0.0095 B
0.011
B
0.0062
B
0.013
B
--
--
0.0095 B
0.0086 J
mg/L
0.0056
0.1
03/23/10
1
--
--
--
--
--
--
--
ND
mg/L
0.017
0.1
09/24/15
1
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.017
0.1
03/15/16
1
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.017
0.1
03/21/17
1
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.017
0.1
09/20/17
1
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.017
0.1
03/21/18
1
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.017
0.1
09/24/18
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.017
0.1
03/25/19
--
ND
0.045
J
0.033
J
ND
ND
ND
0.028 J
ND
mg/L
0.017
0.1
09/18/19
--
ND
ND
ND
ND
ND
ND
0.045 J
ND
mg/L
0.017
0.1
03/16/20
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.008
0.1
09/23/20
--
ND
ND
ND
ND
ND
ND
0.034 B
0.014 J
mg/L
0.008
0.1
03/15/21
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.017
0.1
09/20/21
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.017
0.1
03/14/22
--
0.023 B
ND
ND
ND
ND
ND
ND
0.017 J
mg/L
0.017
0.1
09/19/22
--
ND
ND
ND
ND
ND
ND
ND
ND
m /L
0.017
0.1
03/20/23
--
ND
ND
ND
ND
ND
ND
ND
ND
Sulfate
mg/L
0.078
5
09/24/09
250
3.2 J
7.3
J
4.8
J
6.3
J
--
--
2.6 J
ND
mg/L
0.12
5
03/23/10
250
--
--
--
--
--
--
--
ND
mg/L
0.07
5
09/24/15
250
21 J
ND
2.7
J
18
J
9.1
J
0.62
J
1.8 J
ND
mg/L
2.9
5
03/15/16
250
27 J
8.2
J
3.3
J
10
J
14
J
ND
4.2 J
ND
mg/L
2.9
5
09/21/16
250
27 J
ND
3.5
J
8
J
17
J
ND
3.8 J
ND
mg/L
2.9
5
03/21/17
250
12 J
ND
3.3
J
13
J
26
J
ND
3.8 J
ND
mg/L
2.9
5
09/20/17
250
18 J
ND
ND
13
J
22
J
ND
3.1 J
ND
mg/L
2.9
5
03/21/18
250
36 J
5.0
J
ND
6.9
J
8.9
J
ND
3.0 J
ND
mg/L
2.9
5
09/24/18
--
38
ND
ND
6.5
11
ND
3.4 J
ND
mg/L
2.9
5
03/25/19
--
83
3.7
J
ND
13
8.8
ND
3.3 J
ND
mg/L
2.9
5
09/18/19
--
40
ND
ND
13
24
ND
3.7 J
ND
mg/L
2.9
5
03/16/20
--
30
ND
ND
19
17
ND
3.7 J
ND
mg/L
2.9
5
09/23/20
--
31
2.9
J
3.3
J
6.6
21
ND
3.4 J
ND
mg/L
2.9
5
03/15/21
--
25
17
3.1
J
9.1
16
ND
4.5 J
ND
mg/L
2.9
5
09/20/21
--
27
ND
3.4
J
4.7
J
17
ND
4.1 J
ND
mg/L
2.9
5
03/14/22
--
20
5.2
4.0
J
7.4
12
ND
4.1 J
ND
mg/L
2.9
5
09/19/22
--
22
ND
3.5
J
22
13
ND
ND
ND
m /L
0.4
5
03/20/23
--
31
ND
2.0
J
11
11
0.621
J
2.76
ND
Biochemical Oxygen Demand
mg/L
10
10
09/24/15
--
ND
3.9
ND
ND
ND
ND
ND
ND
mg/L
2
2
03/15/16
--
ND
4.3
ND
ND
ND
ND
ND
ND
mg/L
2
2
09/21/16
--
ND
4.6
ND
ND
ND
ND
ND
ND
mg/L
2
2
03/21/17
--
ND
6.4
ND
ND
ND
ND
ND
ND
mg/L
2
2
09/18/19
--
ND
6.2
ND
2.0
ND
ND
2.1
ND
mg/L
2
2
03/16/20
--
ND
2.9
2.5
ND
ND
ND
ND
ND
mg/L
2
2
09/19/22
--
ND
2.0
ND
ND
ND
ND
ND
ND
m /L
2
2
03/20/23
--
ND
14
ND
3.8
B
ND
ND
ND
0.834
Chemical Oxygen Demand
mg/L
10
10
09/24/15
--
15
140
28
130
38
19
25
ND
mg/L
10
10
03/15/16
--
10
39
48
95
22
ND
ND
ND
mg/L
10
10
09/21/16
--
ND
110
37
93
18
12
14
ND
mg/L
10
10
03/21/17
--
ND
110
26
110
45
20
22
ND
mg/L
10
10
09/18/19
--
11
130
32
68
ND
ND
83
ND
mg/L
10
10
03/16/20
--
ND
24
50
110
41
ND
ND
ND
mg/L
10
10
09/19/22
--
29
46
35
100
37
ND
31
ND
m /L
10
10
03/20/23
--
12
71
42
113
25
ND
ND
ND
Total Alkalinity
mg/L
8.3
15
09/24/09
--
ND
21
160
200
--
--
150
ND
mg/L
8.0
15
03/23/10
--
--
--
--
--
--
--
--
ND
mg/L
14
15
09/24/15
--
30
670
220
400
250
120
120
ND
mg/L
14
15
03/15/16
--
17
190
300
460
72
94
81
ND
mg/L
14
15
06/29/16
--
--
--
--
--
--
--
--
--
mg/L
14
15
09/21/16
--
15
530
270
550
38
98
120
ND
mg/L
14
15
12/19/16
--
--
--
--
--
--
--
--
--
mg/L
14
15
03/21/17
--
19
470
250
350
83
110
140
ND
mg/L
14
15
06/21/17
--
--
--
--
--
--
--
--
ND
mg/L
14
15
09/20/17
--
ND
130
230
510
29
97
140
ND
mg/L
14
15
12/19/17
--
--
--
--
--
--
--
--
ND
mg/L
14
15
03/21/18
--
ND
91
230
520
18
100
130
ND
mg/L
14
15
06/15/18
--
--
--
--
--
--
--
--
ND
mg/L
14
15
09/24/18
--
ND
170
280
510
30
100
130
ND
mg/L
14
15
12/20/18
--
--
--
--
--
--
--
--
--
mg/L
14
15
03/25/19
--
ND
79
230
320
ND
81
130
ND
mg/L
14
15
09/18/19
--
16
170
270
480
ND
78
160
ND
mg/L
14
15
03/16/20
--
ND
130
270
510
57
90
150
ND
mg/L
2
10
09/23/20
--
14
100
239
476
40
61
149
ND
mg/L
14
15
03/15/21
--
ND
130
260
590
32
71
160
ND
mg/L
14
15
09/20/21
--
15
260
250
560
36
77
170
ND
mg/L
14
15
03/14/22
--
14
75
250
630
98
96
170
ND
mg/L
14
15
09/19/22
--
ND
130
240
660
33
95
180
ND
m /L
2.2
5
03/20/23
--
35
232
265
563
65
106
175
ND
Total Organic Carbon
mg/L
0.34
1
09/24/09
--
0.64 J
10
3.4
18
--
--
32
ND
mg/L
0.34
1
03/23/10
--
--
--
--
--
--
--
--
ND
mg/L
0.34
1
09/24/15
--
0.47 J
33
3.0
39
6.1
1.70
6.5
ND
mg/L
0.34
1
03/15/16
--
0.60 J
7.0
10
28
1.9
0.87
J
2.0
ND
mg/L
0.34
1
09/21/16
--
88 J
24
5.4
26
1.6
1.3
2.7
ND
mg/L
0.34
1
03/21/17
--
0.35 J
21
2.9
34
2.4
1.5
2.7
ND
mg/L
0.34
1
09/18/19
--
6.4
130
45
80
23
11
46
ND
mg/L
0.34
1
03/16/20
--
1.0 J
5.8
12
26
1.0
J
0.86
J
2.4
ND
mg/L
0.34
1
03/15/21
--
--
--
--
--
--
--
--
--
mg/L
0.34
1
09/20/21
--
--
--
--
--
--
--
--
--
mg/L
0.34
1
03/14/22
--
--
--
--
--
--
--
--
(re-sample)
mg/L
0.34
1
11/09/22
--
ND
35
5.5
29
2.2
1.3
3.4
ND
m /L
0.50
1
03/20/23
--
ND
22
4.9
28
2.4
1.0
2.9
ND

July 2023
GL2014715721
TABLE 10
Summary of Geochemical Indicators
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Background
Detected Monitoring
Monitored Natural Attenuation Monitoring Wells
Units
MDL
PQL
Date
Reporting
Well
Blanks
Constituent/Parameter
Limit
MW-5
MW-6 MW-7 MW-8 AMWA S AMW-2S Old MW-2
Ethane
mg/L
0.00040
0.0020
09/24/09
--
ND
ND ND ND -- -- ND
ND
mg/L
0.00040
0.0020
03/23/10
--
--
-- -- -- -- -- --
ND
mg/L
0.00047
0.0020
09/24/15
--
ND
ND ND ND ND ND ND
ND
mg/L
0.00047
0.0020
03/15/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0013
0.0020
09/21/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0013
0.0020
03/21/17
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0013
0.0020
09/20/17
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0013
0.0020
03/21/18
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0013
0.0020
09/24/18
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0013
0.0020
03/25/19
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0013
0.0020
09/18/19
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0010
0.0020
03/16/20
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0051
0.0060
09/23/20
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0051
0.0060
03/15/21
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0051
0.0060
09/20/21
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0051
0.0060
03/14/22
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0051
0.0060
03/19/22
--
ND
ND ND ND ND ND ND
ND
(re -sample)
mg/L
0.0051
0.0060
11/09/22
--
ND
1.4 ND ND ND ND ND
ND
m /L
0.00
0.0040
03/20/23
--
ND
ND ND ND ND ND ND
ND
Ethene
mg/L
0.00040
0.0020
09/24/09
--
ND
ND ND ND -- -- ND
ND
mg/L
0.00040
0.0020
03/23/10
--
--
-- -- -- -- -- --
ND
mg/L
0.00062
0.0030
09/24/15
--
ND
ND ND ND ND ND ND
ND
mg/L
0.00062
0.0030
03/15/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0015
0.0030
09/21/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0015
0.0030
03/21/17
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0015
0.0030
09/20/17
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0015
0.0030
03/21/18
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0015
0.0030
09/24/18
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0015
0.0030
03/25/19
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0015
0.0030
09/18/19
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0010
0.0030
03/16/20
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0051
0.0060
09/23/20
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0051
0.0060
03/15/21
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0051
0.0060
09/20/21
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0051
0.0060
03/14/22
--
ND
ND ND ND ND ND ND
ND
mg/L
0.0051
0.0060
03/19/22
--
ND
ND ND ND ND ND ND
ND
(re -sample)
mg/L
0.0051
0.0060
11/09/22
--
ND
ND ND ND ND ND ND
ND
m /L
0.0016
0.0030
03/20/23
--
ND
ND ND ND ND ND ND
ND
Methane
mg/L
0.00020
0.0010
09/24/09
--
0.002
0.640 0.654 1.45 -- -- 3.91
ND
mg/L
0.00020
0.0010
03/23/10
--
--
-- -- -- -- -- --
ND
mg/L
0.00044
0.0010
09/24/15
--
ND
4.14 0.078 0.165 0.563 0.16 0.003
ND
mg/L
0.00044
0.0010
03/15/16
--
0.000516 J
8.5 0.418 0.150 0.0700 0.0910 0.021
ND
mg/L
0.00044
0.0010
09/21/16
--
ND
3.71 0.0819 0.17 0.0167 0.093 0.253
ND
mg/L
0.00044
0.0010
03/21/17
--
ND
2.1 0.128 0.136 0.122 0.246 0.061
ND
mg/L
0.00044
0.0010
09/20/17
--
0.000995 J
2.28 0.126 0.0737 0.057 0.143 0.0457
ND
mg/L
0.00044
0.0010
03/21/18
--
0.025
2.83 0.0843 0.190 0.0152 0.117 0.0392
ND
mg/L
0.00045
0.0010
09/24/18
--
0.028
3.16 0.199 0.118 0.0240 0.168 0.0540
ND
mg/L
0.00045
0.0010
03/25/19
--
0.002
2.82 0.282 0.190 0.00156 ND 0.139
ND
mg/L
0.00045
0.0010
09/18/19
--
0.00156
1.40 0.136 0.231 0.00526 0.0565 0.0539
ND
mg/L
0.00045
0.0010
03/16/20
--
ND
3.27 0.157 0.0371 0.0146 0.0165 0.0321
ND
mg/L
0.0040
0.0050
09/23/20
--
ND
3.04 0.116 0.2360 0.0304 0.0055 0.0536
ND
mg/L
0.0040
0.0050
03/15/21
--
ND
0.298 0.0514 0.0113 0.0345 0.00845 ND
ND
mg/L
0.0040
0.0050
09/20/21
--
ND
6.39 0.115 0.491 0.109 ND 0.100
ND
mg/L
0.0040
0.0050
03/14/22
--
0.013
2.43 0.250 0.0691 0.580 ND 0.0156
ND
(re -sample)
mg/L
0.0040
0.0050
11/09/22
--
0.038
11 0.200 0.260 0.080 0.077 0.580
ND
m /L
0.0012
0.0020
03/20/23
--
0.005
8.32 0.273 0.223 0.257 0.347 0.923
ND
Carbon dioxide
mg/L
0.780
2.50
09/24/09
--
60.7
105 689 641 -- -- 181
ND
mg/L
0.780
2.50
03/23/10
--
--
-- -- -- -- -- --
ND
mg/L
0.210
2.50
09/24/15
--
92.3
927 649 861 487 293 469
ND
mg/L
0.210
2.50
03/15/16
--
117
841 795 790 249 220 338
ND
mg/L
0.660
2.50
09/21/16
--
74.0
731 542 699 111 155 413
ND
mg/L
0.660
2.50
03/21/17
--
50.5
376 603 949 260 213 184
ND
mg/L
0.660
2.50
09/20/17
--
67.4
176 643 793 179 186 323
ND
mg/L
0.660
2.50
03/21/18
--
88.9
257 646 706 147 205 212
ND
mg/L
1.620
5.25
09/24/18
--
90.8
523 558 521 166 200 300
ND
mg/L
0.770
2.50
03/25/19
--
165
321 480 583 171 180 290
ND
mg/L
0.770
2.50
09/18/19
--
74.1
482 517 465 209 170 1110
ND
mg/L
1.80
2.50
03/16/20
--
33.3
364 408 411 201 89.0 118
ND
mg/L
2.07
2.50
09/23/20
--
6.77
200 291 306 156 75.6 119
ND
mg/L
2.07
2.50
03/15/21
--
34.9
19.5 33.8 22.5 187 61.5 73.2
ND
mg/L
2.07
2.50
09/20/21
--
49.8
441 411 391 200 ND 438
ND
mg/L
2.07
2.50
03/17/22
--
17.9
193 309 301 425 7.42 299
ND
(re -sample)
mg/L
2.07
2.50
11/09/22
--
44.0
600 530 450 270 160 450
ND
m /L
5.00
10.00
03/20/23
--
62.1
394 387 407 297 147 744
ND
pH (field)
S.U.
--
--
09/24/09
--
5.58
5.32 5.60 5.72 -- -- 5.93
--
S.U.
--
--
03/23/10
--
5.58
Dry 5.44 6.01 -- -- --
S. U.
--
--
09/24/15
--
5.63
6.19 5.95 5.96 6.03 5.94 5.71
--
S.U.
--
--
03/15/16
--
5.15
5.43 5.98 6.08 5.48 5.73 5.35
--
S.U.
--
--
06/29/16
--
--
-- -- -- -- -- --
S. U.
--
--
09/21/16
--
4.74
6.21 6.10 6.12 5.67 6.28 5.68
--
S.U.
--
--
12/19/16
--
--
6.28 -- -- -- -- --
S. U.
--
--
03/21/17
--
5.20
6.03 5.73 5.95 5.55 5.67 5.97
--
S.U.
--
--
06/21/17
--
--
5.64 -- -- -- -- --
S. U.
--
--
09/20/17
--
5.78
5.58 5.96 6.17 5.37 6.00 5.43
--
S.U.
--
--
12/19/17
--
--
5.99 -- -- -- -- --
S. U.
--
--
03/21/18
--
5.63
5.90 6.05 6.84 5.94 6.52 6.34
--
S.U.
--
--
06/15/18
--
--
-- -- -- -- -- --
S. U.
--
--
09/25/18
--
5.60
5.80 5.95 6.32 5.60 6.03 5.99
--
S.U.
--
--
12/20/18
--
--
-- -- -- -- -- --
S. U.
--
--
03/25/19
--
5.63
5.98 6.01 6.04 5.28 6.06 6.17
--
S.U.
--
--
09/18/19
--
4.77
6.03 5.79 6.35 4.80 6.23 5.94
--
S.U.
--
--
03/16/20
--
5.41
5.85 5.68 6.28 5.45 6.21 6.32
--
S.U.
--
--
09/23/20
--
5.66
5.96 5.97 6.41 5.22 5.75 6.01
--
S.U.
--
--
03/15/21
--
5.36
5.69 5.86 6.28 5.29 6.13 6.29
--
S.U.
--
--
09/20/21
--
5.65
6.12 6.15 6.66 5.19 6.28 5.74
--
S.U.
--
--
03/14/22
--
5.59
5.69 5.91 6.36 5.28 6.05 6.09
--
S.U.
--
--
09/19/22
--
5.19
6.20 5.81 6.46 5.03 6.00 5.89
--
(re-sample)
S.U.
--
--
11/09/22
--
5.56
6.13 5.86 6.41 5.24 6.01 5.79
--
S.U.
--
--
03/20/23
--
5.79
6.25 6.03 6.44 5.6 6.24 5.79
--
Specific Conductivity (field)
us/cm
--
--
09/24/09
--
101
125 340 661 -- -- 374
--
us/cm
--
--
03/23/10
--
148
Dry 339 884 -- -- --
us/cm
--
--
09/24/15
--
128
1876 562 911 558 262 307
--
us/cm
--
--
03/15/16
--
228
389 790 967 264 219 236
--
us/cm
--
--
06/29/16
--
--
-- -- -- -- -- --
us/cm
--
--
09/21/16
--
180
1640 659 1140 192 200 306
--
us/cm
--
--
12/19/16
--
--
1352 -- -- -- -- --
us/cm
--
--
03/21/17
--
100
1342 601 960 273 240 331
--
us/cm
--
--
06/21/17
--
--
658 -- -- -- -- --
us/cm
--
--
09/20/17
--
122
360 580 1141 144 235 422
--
us/cm
--
--
12/19/17
--
--
542 -- -- -- -- --
us/cm
--
--
03/21/18
--
207
242 582 1124 299 246 336
--
us/cm
--
--
06/15/18
--
--
-- -- -- -- -- --
us/cm
--
--
09/25/18
--
176
540 737 1047 239 224 355
--
us/cm
--
--
12/20/18
--
--
-- -- -- -- -- --
us/cm
--
--
03/25/19
--
270
237 806 728 268 215 346
--
us/cm
--
--
09/18/19
--
168
139 670 1126 160 202 402
--
us/cm
--
--
03/16/20
--
159
337 998 1203 378 204 499
--
us/cm
--
--
09/23/20
--
133
263 756 1044 245 196 413
--
us/cm
--
--
03/15/21
--
140
961 849 1357 203 198 473
--
us/cm
--
--
09/20/21
--
112
622 710 1131 163 187 396
--
us/cm
--
--
03/14/22
--
90
164 709 1148 274 205 393
--
us/cm
--
--
09/19/22
--
93
267 696 1079 161 215 401
--
(re-sample)
uS/cm
--
--
11/09/22
--
85
1526 696 1079 167 204 384
--
us/cm
--
--
03/20/23
--
103
799 793 1115 186 227 417
--
Temperature (field)
Celsius
--
--
09/24/09
--
16.7
20.0 19.9 22.8 -- -- 21.1
--
Celsius
--
--
03/23/10
--
13.2
Dry 15.0 11.8 -- -- --
Celsius
--
--
09/24/15
--
15.0
16.5 17.6 17.1 16.5 14.7 15.7
--
Celsius
--
--
03/15/16
--
15.3
15.8 15.9 17.3 16.2 15.0 13.9
--
Celsius
--
--
06/29/16
--
--
-- -- -- -- -- --
Celsius
--
--
09/21/16
--
15.0
17.9 17.7 17.8 16.9 16.3 21.6
--
Celsius
--
--
12/19/16
--
--
13.8 -- -- -- -- --
--
Celcius
--
--
03/21/17
--
16.1
14.0 16.5 15.6 15.0 13.0 14.3
--
Celcius
--
--
06/21/17
--
--
18.1 -- -- -- -- --
--
Celcius
--
--
09/20/17
--
15.2
21.6 18.0 18.0 18.3 16.5 18.0
--
Celsius
--
--
12/19/17
--
--
16.8 -- -- -- -- --
Celsius
--
--
03/21/18
--
11.9
11.7 15.6 15.1 14.0 11.5 12.7
--
Celcius
--
--
06/15/18
--
--
-- -- -- -- -- --
--
Celcius
--
--
09/25/18
--
16.2
18.5 17.7 18.3 17.8 15.8 17.3
--
Celcius
--
--
12/20/18
--
--
-- -- -- -- -- --
Celsius
--
--
03/25/19
--
14.0
13.1 16.3 16.0 13.6 11.9 12.8
--
Celsius
--
--
09/18/19
--
15.5
18.1 17.4 17.7 17.1 15.3 17.0
--
Celsius
--
--
03/16/20
--
13.3
12.9 16.0 15.3 13.6 12.1 12.7
--
Celsius
--
--
09/23/20
--
14.5
19.3 18.0 17.9 17.9 15.6 17.7
--
Celsius
--
--
03/15/21
--
13.7
9.7 12.4 15.9 11.1 9.1 13.1
--
Celsius
--
--
09/20/21
--
16.6
19.3 17.6 17.6 16.9 15.4 16.9
--
Celsius
--
--
03/14/22
--
13.9
11.9 16.9 16.2 15.3 12.8 13.8
--
Celsius
--
--
09/19/22
--
16.5
19.4 19.5 18.4 18.8 16.3 17.9
--
(re-sample)
Celsius
--
--
11/09/22
--
15.7
16.5 16.8 16.5 16.3 14.8 15.7
--
Celsius
--
--
03/20/23
--
12.9
15.9 15.1 15.4 14.6 12.1 12.0
--

July 2023
GL2014715721
TABLE 10
Summary of Geochemical Indicators
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Background
Detected Monitoring
Monitored Natural Attenuation Monitoring Wells
Units
MDL
PQL
Date
Reporting
Well
Blanks
Constituent/Parameter
Limit
MW-5
MW-6 MW-7 MW-8 AMWA S AMW-2S Old MW-2
Turbidity (field)
NTU
--
--
09/24/09
--
39.1
11.6 23.7 97.6 -- -- 75.8
--
NTU
--
--
03/23/10
--
73.8
Dry 17.0 33.8 -- -- --
NTU
--
--
09/24/15
--
21.8
3.77 21.9 3.72 26.3 9.15 6.82
--
NTU
--
--
03/15/16
--
3.21
8.53 1.77 25.4 26.5 17.8 1.43
--
NTU
--
--
06/29/16
--
--
-- -- -- -- -- --
NTU
--
--
09/21/16
--
8.72
5.92 1.97 24.5 11.3 18.6 2.91
--
NTU
--
--
12/19/16
--
12.6 -- -- -- -- --
NTU
--
--
03/21/17
--
11.1
2.29 0.64 20.3 7.68 12.5 2.17
--
NTU
--
--
06/21/17
--
--
9.60 -- -- -- -- --
NTU
--
--
09/20/17
--
6.77
4.17 0.17 8.13 2.89 1.49 5.02
--
NTU
--
--
12/19/17
--
--
2.78 -- -- -- -- --
NTU
--
--
03/21/18
--
9.7
2.88 0.36 8.76 7.56 5.51 2.03
--
N T U
--
--
06/15/18
--
--
-- -- -- -- -- --
NTU
--
--
09/25/18
--
8.32
8.73 0.53 5.10 4.64 1.67 9.28
--
NTU
--
--
12/20/18
--
--
-- -- -- -- -- --
NTU
--
--
03/25/19
--
2.92
2.95 4.78 5.68 4.16 1.21 1.79
--
NTU
--
--
09/18/19
--
8.5
3.40 2.84 8.00 0.02 1.21 1.78
--
NTU
--
--
03/16/20
--
1.21
1.50 4.51 7.18 3.92 0.45 2.31
--
NTU
--
--
09/23/20
--
2.82
9.15 1.18 9.78 1.43 0.59 4.94
--
NTU
--
--
03/15/21
--
4.31
9.76 2.49 2.88 5.31 1.60 1.88
--
NTU
--
--
09/20/21
--
47.4
6.54 2.13 4.78 4.01 1.19 18.8
--
NTU
--
--
03/14/22
--
54.7
9.34 3.99 7.26 4.00 1.01 2.10
--
NTU
--
--
09/19/22
--
3.71
5.90 1.08 1.76 2.96 0.25 2.10
--
(re-sample)
NTU
--
--
11/09/22
--
2.83
4.78 2.84 5.48 3.44 3.18 3.82
--
NTU
--
--
03/20/23
--
2.27
109 3.43 2.65 0.97 1.21 2.10
--
Oxidation Reduction Potential (field)
my
--
--
09/22/09
--
179
-30.3 101 133 -- -- -132
--
mv
--
--
03/23/10
--
--
-- -- -- -- -- --
--
mv
--
--
09/24/15
--
148
-26.1 90.7 103 18.8 69.5 61.2
--
mv
--
--
03/15/16
--
253
-32.9 52.4 -16.8 129 125 180
--
mv
--
--
06/29/16
--
--
-- -- -- -- -- --
--
mv
--
--
09/21/16
--
318
-43.2 43.1 -26.6 121.7 60.9 103
--
mv
--
--
12/19/16
--
--
-47.1 -- -- -- -- --
--
mv
--
--
03/21/17
--
262.8
-38.6 378.0 75.9 133.0 5.67 125.8
--
mv
--
--
06/21/17
--
--
-32.0 -- -- -- -- --
--
mv
--
--
09/20/17
--
89.0
6.8 103.2 16.5 215.4 128.1 132.3
--
mv
--
--
12/19/17
--
--
16.6 -- -- -- -- --
--
mv
--
--
03/21/18
--
359.3
75.9 337.5 -19.50 115.6 70.40 312.4
--
mv
--
--
06/15/18
--
--
-- -- -- -- -- --
--
mv
--
--
09/25/18
--
125
-55.2 55.6 5.2 67.4 3.3 93.5
--
mv
--
--
12/20/18
--
--
-- -- -- -- -- --
--
mv
--
--
03/25/19
--
195.5
12.2 31.5 60.0 214.4 176.5 308.0
--
mv
--
--
09/18/19
--
192.4
-54.8 51.2 -33.5 150.0 93.9 47.0
--
mv
--
--
03/16/20
--
276.4
-169.3 241.4 153.8 139.4 125.7 231.4
--
mv
--
--
09/23/20
--
122.4
-75.5 41.4 -43.0 28.7 2.4 -27.6
--
mv
--
--
03/15/21
--
223.7
24.9 91.7 -7.9 188.9 176.3 107.7
--
mv
--
--
09/20/21
--
197.7
-44.2 122.4 -66.6 242.8 192.4 94.3
--
mv
--
--
03/14/22
--
213.8
152.6 141.7 -27.1 112.1 233.5 69.9
--
mv
--
--
09/19/22
--
122.5
-102.1 134.7 -56.6 222.9 88.6 -58.9
--
(re-sample)
my
--
--
11/09/22
--
148.1
-6.1 142.5 -54.1 169.0 141.3 57.5
--
mv
--
--
03/20/23
--
40.7
27.3 115.1 -82.7 2.5 -11.3 48.1
--
Dissolved Oxygen (field)
mg/L
--
--
09/22/09
--
7.85
1.49 1.18 1.31 -- -- 1.07
--
mg/L
--
--
03/23/10
--
--
-- -- -- -- -- --
--
mg/L
--
--
09/24/15
--
7.30
1.70 1.08 0.78 4.80 0.64 0.81
--
mg/L
--
--
03/15/16
--
8.78
0.14 0.46 0.12 0.35 0.11 3.64
--
mg/L
--
--
06/29/16
--
--
-- -- -- -- -- --
--
mg/L
--
--
09/21/16
--
7.41
0.39 1.59 1.09 2.45 0.80 3.26
--
mg/L
--
--
12/19/16
--
--
1.85 -- -- -- -- --
--
mg/L
--
--
03/21/17
--
9.45
0.98 0.30 1.39 0.40 1.41 3.89
--
mg/L
--
--
06/21/17
--
--
0.27 -- -- -- -- --
--
mg/L
--
--
09/20/17
--
2.21
1.39 0.72 1.07 4.48 0.39 2.41
--
mg/L
--
--
12/19/17
--
--
0.92 -- -- -- -- --
--
mg/L
--
--
03/21/18
--
6.59
0.27 0.49 1.04 0.15 0.25 3.75
--
mg/L
--
--
06/15/18
--
--
-- -- -- -- -- --
--
mg/L
--
--
09/25/18
--
7.37
0.15 0.18 0.59 3.30 2.25 3.40
--
mg/L
--
--
12/20/18
--
--
-- -- -- -- -- --
--
mg/L
--
--
03/25/19
--
8.16
0.11 0.20 0.08 2.42 0.43 4.53
--
mg/L
--
--
09/18/19
--
7.28
3.66 1.47 0.71 1.00 1.44 1.81
--
mg/L
--
--
03/16/20
--
7.21
0.21 0.49 0.30 2.91 0.81 3.68
--
mg/L
--
--
09/23/20
--
8.30
0.12 0.70 0.05 2.47 1.35 0.33
--
mg/L
--
--
03/15/21
--
7.81
5.30 6.37 0.76 7.15 8.79 4.53
--
mg/L
--
--
09/20/21
--
6.80
0.29 1.05 0.85 1.30 0.82 1.45
--
mg/L
--
--
03/14/22
--
7.26
2.19 1.06 0.28 0.16 0.61 3.62
--
mg/L
--
--
09/19/22
--
7.69
0.20 0.14 0.31 3.09 0.26 0.41
--
(re-sample)
mg/L
--
--
11/09/22
--
8.37
0.19 0.17 0.18 1.23 0.62 0.30
--
m /L
--
--
03/20/23
--
9.50
3.59 0.38 1.19 4.47 0.56 3.26
--
iso-Hexanoic Acid
mg/L
0.51
0.50
09/24/09
--
ND
ND ND ND -- -- ND
ND
mg/L
0.41
1.00
03/23/10
--
--
-- -- -- -- -- --
ND
mg/L
0.44
0.50
09/24/15
--
ND
ND ND ND ND ND ND
ND
mg/L
0.44
0.50
03/15/16
--
ND
ND 0.990 ND ND 0.610 ND
ND
mg/L
0.44
0.50
09/21/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.44
0.50
03/21/17
--
ND
1.80 ND ND ND ND ND
ND
mg/L
0.44
0.50
09/18/19
--
ND
ND ND ND ND ND ND
ND
mg/L
0.44
0.50
03/16/20
--
ND
ND ND ND ND ND ND
ND
mg/L
0.44
0.50
03/15/21
--
--
-- -- -- -- -- --
--
mg/L
0.44
0.50
09/19/22
--
ND
ND ND ND ND ND ND
ND
m /L
0.44
0.50
03/20/23
--
ND
ND ND ND ND ND ND
ND
iso-Pentanoic Acid
mg/L
0.13
0.50
09/24/09
--
ND
ND ND ND -- -- ND
ND
mg/L
0.13
0.50
03/23/10
--
--
-- -- -- -- -- --
ND
mg/L
0.18
0.50
09/24/15
--
ND
ND ND ND ND ND ND
ND
mg/L
0.18
0.50
03/15/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.18
0.50
09/21/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.18
0.50
03/21/17
--
ND
ND ND ND ND ND ND
ND
mg/L
0.18
0.50
09/18/19
--
ND
ND ND ND ND ND ND
ND
mg/L
0.18
0.50
03/16/20
--
ND
ND ND ND ND ND ND
ND
mg/L
0.18
0.50
03/15/21
--
--
-- -- -- -- -- --
--
mg/L
0.18
0.20
09/19/22
--
ND
ND ND ND ND ND ND
ND
m /L
0.18
0.20
03/20/23
--
3.6 J
33.2 12.5 ND 9.0 2.55 J 5.19
ND
Pentanoic Acid
mg/L
0.18
0.50
09/24/09
--
ND
ND ND ND -- -- ND
ND
mg/L
0.18
0.50
03/23/10
--
--
-- -- -- -- -- --
ND
mg/L
0.11
0.20
09/24/15
--
ND
ND ND ND ND ND ND
ND
mg/L
0.11
0.20
03/15/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.11
0.20
09/21/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.11
0.20
03/21/17
--
ND
ND ND ND ND ND ND
ND
mg/L
0.14
0.20
09/18/19
--
ND
ND ND ND ND ND ND
ND
mg/L
0.14
0.20
03/16/20
--
ND
ND ND ND ND ND ND
ND
mg/L
0.14
0.20
03/15/21
--
--
-- -- -- -- -- --
--
mg/L
0.14
0.20
09/19/22
--
ND
ND ND ND ND ND ND
ND
m /L
0.14
0.50
03/20/23
--
ND
ND ND ND ND ND ND
ND
Hexanoic Acid
mg/L
0.32
0.50
09/24/09
--
ND
ND ND ND -- -- ND
ND
mg/L
0.32
1.00
03/23/10
--
--
-- -- -- -- -- --
ND
mg/L
0.26
0.50
09/24/15
--
ND
ND ND ND ND ND ND
ND
mg/L
0.26
0.50
03/15/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.26
0.50
09/21/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.26
0.50
03/21/17
--
ND
ND ND ND ND ND ND
ND
mg/L
0.26
0.50
09/18/19
--
ND
ND ND ND ND ND ND
ND
mg/L
0.26
0.50
03/16/20
--
ND
ND ND ND ND ND ND
ND
mg/L
0.26
0.50
03/15/21
--
--
-- -- -- -- -- --
--
mg/L
0.26
0.50
09/19/22
--
ND
ND ND ND ND ND ND
ND
m /L
0.26
0.50
03/20/23
--
ND
ND ND ND ND ND ND
ND
Pyruvic Acid
mg/L
0.020
0.50
09/24/09
--
ND
ND ND ND -- -- ND
ND
mg/L
0.020
0.50
03/23/10
--
--
-- -- -- -- -- --
ND
mg/L
0.012
0.070
09/24/15
--
ND
ND ND ND ND ND ND
ND
mg/L
0.012
0.070
03/15/16
--
ND
ND ND ND 0.013 J 0.012 J ND
ND
mg/L
0.012
0.070
09/21/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.012
0.070
03/21/17
--
ND
ND ND ND ND ND ND
ND
mg/L
0.021
0.070
09/18/19
--
ND
ND ND ND ND ND ND
ND
mg/L
0.021
0.070
03/16/20
--
ND
ND ND ND ND ND ND
ND
mg/L
0.021
0.070
03/15/21
--
--
-- -- -- -- -- --
--
mg/L
0.021
0.070
09/19/22
--
ND
ND ND ND ND ND ND
ND
m /L
0.021
0.070
03/20/23
--
ND
ND ND ND ND ND ND
ND
Lactic Acid/HIBA
mg/L
0.088
0.50
09/24/09
--
ND
ND ND ND -- -- ND
ND
(2-Hydroxyisobutyric Acid)
mg/L
0.088
0.50
03/23/10
--
--
-- -- -- -- -- --
ND
mg/L
0.095
0.14
09/24/15
--
ND
ND ND ND ND ND ND
ND
mg/L
0.095
0.14
03/15/16
--
ND
5.7 9.9 ND 0.59 0.56 ND
ND
mg/L
0.095
0.14
09/21/16
--
ND
ND ND ND ND ND ND
ND
mg/L
0.095
0.14
03/21/17
--
ND
ND ND ND ND ND ND
ND
mg/L
0.13
0.14
09/18/19
--
ND
23 3.8 ND ND ND ND
ND
mg/L
0.13
0.14
03/16/20
--
ND
ND 15 ND 0.16 0.28 ND
ND
mg/L
0.13
0.14
03/15/21
--
--
-- -- -- -- -- --
--
mg/L
0.13
0.14
09/19/22
--
ND
ND ND ND ND ND ND
ND
m /L
0.13
0.50
03/20/23
--
ND
19.9 12.5 ND ND 3.04 J ND
ND
Acetic Acid
mg/L
0.071
0.50
09/24/09
--
0.43 J
ND 0.39 J ND -- -- ND
ND
mg/L
0.071
0.50
03/23/10
--
--
-- -- -- -- -- --
ND
mg/L
0.16
0.20
09/24/15
--
ND
18 ND ND ND ND ND
ND
mg/L
0.16
0.20
03/15/16
--
ND
ND 7.2 ND 0.38 ND ND
ND
mg/L
0.16
0.20
09/21/16
--
ND
18 3.4 ND ND ND ND
ND
mg/L
0.16
0.20
03/21/17
--
ND
15 ND ND 0.33 0.49 ND
ND
mg/L
0.18
0.20
09/18/19
--
ND
18 1.4 ND ND ND ND
ND
mg/L
0.18
0.20
03/16/20
--
ND
1.1 4.2 ND ND ND 0.29
ND
mg/L
0.18
0.20
03/15/21
--
--
-- -- -- -- -- --
--
mg/L
0.18
0.20
09/19/22
--
ND
ND ND ND ND ND 5.2
ND
m /L
0.18
0.50
03/20/23
--
3.7 J
25.1 7.8 ND ND ND 6.6
ND

July 2023
GL2014715721
TABLE 10
Summary of Geochemical Indicators
Henderson County Closed MSW Landfill, Permit No. 45-01
SWS
Background
Detected Monitoring
Monitored
Natural Attenuation
Monitoring
Wells
Units
MDL
PQL
Date
Reporting
Well
Blanks
Constituent/Parameter
Limit
MW-5
MW-6 MW-7 MW-8 AMW-1 S AMW-2S Old MW-2
Propionic Acid
mg/L
0.054
0.50
09/24/09
--
ND
ND
ND
ND
--
--
ND
ND
mg/L
0.054
0.50
03/23/10
--
--
--
--
--
--
--
--
ND
mg/L
0.065
0.10
09/24/15
--
ND
14.0
ND
ND
2.40
ND
ND
ND
mg/L
0.065
0.10
03/15/16
--
ND
2.30
3.50
ND
0.42
0.14
0.11
ND
mg/L
0.065
0.10
09/21/16
--
ND
12.0
1.50
ND
ND
ND
ND
ND
mg/L
0.065
0.10
03/21/17
--
ND
8.40
ND
ND
0.12
ND
ND
ND
mg/L
0.065
0.10
09/18/19
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.065
0.10
03/16/20
--
ND
ND
7.40
ND
ND
ND
ND
ND
mg/L
0.065
0.10
03/15/21
--
--
--
--
--
--
--
--
--
mg/L
0.065
0.10
09/19/22
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.065
0.50
03/20/23
--
ND
ND
ND
ND
ND
ND
ND
ND
Butyric Acid
mg/L
0.16
0.50
09/24/09
--
ND
ND
ND
ND
--
--
ND
ND
mg/L
0.16
0.50
03/23/10
--
--
--
--
--
--
--
--
ND
mg/L
0.089
0.10
09/24/15
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.089
0.10
03/15/16
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.089
0.10
09/21/16
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.089
0.10
03/21/17
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.089
0.10
09/18/19
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.089
0.10
03/16/20
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.089
0.10
03/15/21
--
--
--
--
--
--
--
--
--
mg/L
0.089
0.10
09/19/22
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.089
0.10
03/20/23
--
ND
ND
ND
ND
ND
ND
ND
ND
Hydrogen
nM
--
0.60
09/24/09
--
1.3
1.9
1.3
1.4
--
--
1.3
--
nM
--
0.60
03/23/10
--
--
--
--
--
--
--
--
nM
0.088
0.60
09/24/15
--
21
21
25
2.6
27
4.5
21
--
nM
0.088
0.60
03/15/16
--
3.1
3.2
2.7
4.2
3.4
3.4
3.2
--
nM
0.075
0.60
09/21/16
--
2.5
2.6
2.4
2.8
2.4
2.9
2.4
--
nM
0.075
0.60
03/21/17
--
2.3
2.5
2.4
2.2
2.9
2.4
2.8
--
nM
0.16
0.60
09/20/17
--
2.6
3.2
2.5
2.6
2.5
2.7
3.1
--
nM
0.16
0.60
03/21/18
--
2.2
1.7
2.2
1.6
1.9
1.6
1.8
ND
nM
0.65
1.00
09/24/18
--
2.7
2.1
2.8
3.1
2.4
3.1
2.7
ND
nM
0.75
1.00
03/25/19
--
ND
1.6
3.1
15
2.4
1.5
1.3
--
nM
0.75
1.00
09/18/19
--
24
120
64
84
98
170
110
--
nM
0.75
1.00
03/16/20
--
2.4
4.3
4.9
5.6
6.4
4.0
2.9
--
nM
0.49
1.90
09/23/20
--
0.71 J
0.71
J
0.66
J
1.0
J 1.0
J
0.62
J
0.60 J
--
nM
0.49
1.90
03/15/21
--
0.62 J
0.67
J
0.85
J
43
0.72
J
0.78
J
0.53 J
--
nM
0.49
1.90
09/20/21
--
2.8
2.0
2.6
2.4
3.5
J
2.0
2.3
--
nM
0.49
1.90
03/14/22
--
0.73 J
0.56
J
0.86
J
0.80
J 1.1
J
0.70
J
0.70 J
--
nM
0.49
1.90
09/19/22
--
0.53 J
0.52
J
0.74
J
ND
J 0.78
J
1.1
J
1.7 J
--
(field)
mg/L
--
--
09/24/09
--
ND
0.8
2.3
ND
--
--
2.9
--
(field)
mg/L
--
--
03/23/10
--
--
--
--
--
(field)
mg/L
--
--
09/24/15
--
ND
3.5
ND
ND
3.6
ND
1.0
--
(field)
mg/L
--
--
03/15/16
--
ND
2.6
ND
4.2
1.0
ND
ND
--
mg/L
0.046
0.5
09/21/16
--
ND
44
5.3
16
0.79
ND
0.94
--
(field)
mg/L
--
--
09/21/16
--
ND
ND
ND
ND
ND
ND
ND
ND
mg/L
0.046
0.5
03/21/17
--
ND
45
0.65
ND
0.87
ND
ND
--
mg/L
0.031
0.5
09/20/17
--
ND
11
ND
12
0.65
ND
ND
--
mg/L
0.031
0.5
03/21/18
--
ND
11
1
17
ND
ND
ND
ND
mg/L
0.040
0.5
09/24/18
--
ND
22
9.8
12
1.1
ND
ND
ND
mg/L
0.120
0.5
03/25/19
--
ND
17
19
13
ND
ND
ND
--
mg/L
0.120
0.5
09/18/19
--
ND
49
11
26
ND
ND
1.5
--
mg/L
0.120
0.5
03/16/20
--
ND
13
20
28
1.1
ND
ND
--
mg/L
0.015
0.05
09/23/20
--
0.04 J
15
6.2
26
1.5
ND
1.3
--
mg/L
0.015
0.05
03/15/21
--
0.02 J
28
24
18
1.6
ND
ND
--
mg/L
0.015
0.05
09/20/21
--
ND
31
10
34
2.6
ND
ND
--
mg/L
0.014
0.05
03/14/22
--
ND
1.6
0.87
J
23
4.6
ND
0.06
--
m /L
0.014
0.05
09/19/22
--
ND
0.45
0.02
J
14
0.09
ND
0.11
--

July 2023
GL2014715721
TABLE 11
Summary of Constituents of Concern in MSW Corrective Action Monitoring Points
Henderson County Closed MSW Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
pQL
SWS Reporting
Limit
Upgradient
Compliance
Well
Monitored Natural Attenuation Monitoring Wells
Pilot Test Monitoring Points
Blanks
MW-5
MW-6 MW-7 MW-8 AMW-1S AMW-2S Old MW-2
IW-1 AMW-11D AMW-2D MW-2 BR-3
Benzene
ug/L
12/05/94
5.0
5.0
5
ND
11
ND
ND
--
--
--
--
--
--
--
ND
--
NC 2L = 1 ug/L
ug/L
02/14/95
5.0
5.0
5
ND
11
ND
ND
--
--
--
--
--
--
--
ND
--
EPA MCL = 5 ug/L
ug/L
04/03/95
5.0
5.0
5
ND
8
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/30/95
5.0
5.0
5
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/08/96
5.0
5.0
5
ND
9
3.9
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/24/96
5.0
5.0
5
ND
--
5
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/15/97
5.0
5.0
5
ND
--
6.9
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/29/97
--
--
5
ND
5
6
ND
--
--
--
--
--
--
--
ND
--
ug/L
05/14/98
--
--
5
ND
8
6
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/11/98
--
--
5
ND
ND
7
ND
--
--
--
--
--
--
--
ND
--
ug/L
06/04/99
--
--
5
ND
8
6
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/29/99
--
--
5
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/20/00
--
--
5
ND
ND
ND
ND
ND
--
--
--
--
--
--
ND
--
ug/L
11/07/00
--
--
5
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
02/27/01
--
--
5
--
--
--
--
--
--
ND
--
--
--
ND
ND
--
ug/L
05/15/01
--
--
5
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/16/01
--
--
5
ND
ND
ND
ND
--
--
--
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
5
ND
6
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/01/02
--
--
5
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
04/09/03
--
--
5
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/20/03
--
--
5
ND
7
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
03/24/04
5.0
5.0
5
ND
6
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/27/04
5.0
5.0
5
ND
7.19
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
05/25/05
5.0
5.0
5
ND
ND
ND
--
ND
--
--
--
ND
--
--
ND
--
ug/L
10/04/05
5.0
5.0
5
ND
7.61
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
04/25/06
5.0
5.0
5
ND
6.23
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/04/06
5.0
5.0
5
ND
6.8
ND
ND
ND
--
--
--
ND
--
--
ND
ND
ug/L
03/21/07
5.0
5.0
5
ND
1.36
2.48
3.55
0.44
J
--
--
--
1.52
--
--
ND
ND
ug/L
10/02/07
5.0
5.0
5
ND
5.47
1.70
4.99
1.68
--
--
--
1.55
--
--
ND
ND
ug/L
04/03/08
5.0
5.0
5
ND
0.37
J
1.57
5.82
0.98
J
1.28
0.880 J
--
1.48
ND
--
ND
ND
ug/L
10/29/08
5.0
5.0
5
ND
3.08
1.51
6.23
2.13
1.25
--
--
1.49
ND
--
ND
ND
ug/L
03/24/09
0.20
1.0
1
ND
ND
ND
0.64
J
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
09/22/09
0.20
1.0
1
ND
ND
1.4
4.2
0.44
J
1.2
ND
--
1.3
ND
--
ND
ND
ug/L
03/22/10
0.05
1.0
1
ND
Dry
1.4
ND
ND
0.75
J
--
--
1.1
ND
0.91
J
ND
ND
ug/L
09/23/10
0.20
1.0
1
ND
0.98
J
ND
ND
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
03/16/11
0.68
1.0
1
ND
ND
1.6
ND
ND
0.96
J
--
--
1.2
ND
--
ND
ND
ug/L
09/21/11
0.68
1.0
1
ND
4.6
1.4
0.85
J
ND
0.82
J
--
--
1.2
ND
--
ND
ND
ug/L
03/21/12
0.15
1.0
1
ND
ND
1.1
0.65
J
0.73
J
0.82
J
--
--
0.95
J
ND
--
ND
ND
ug/L
09/20/12
0.15
1.0
1
ND
ND
0.94
J ND
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
03/20/13
0.15
1.0
1
ND
ND
1.5
3.0
ND
1.2
--
--
1.2
ND
--
ND
ND
ug/L
09/18/13
0.15
1.0
1
ND
2.9
1.7
0.89
J
0.56
J
0.86
J
--
--
1.1
ND
--
ND
ND
ug/L
03/27/14
0.15
1.0
1
ND
ND
1.6
ND
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
09/18/14
0.15
1.0
1
ND
4.6
1.1
ND
ND
0.58
J
--
--
1.1
ND
--
ND
ND
ug/L
03/18/15
0.15
1.0
1
ND
ND
1.3
ND
ND
0.60
J
--
--
1.2
ND
--
ND
ND
ug/L
09/23/15
0.15
1.0
1
ND
3.7
1.3
ND
1.1
0.66
J
ND
--
0.83
J
ND
--
ND
ND
ug/L
03/15/16
0.15
1.0
1
ND
1.2
2.4
ND
ND
0.45
J
ND
0.91
J 1.2
ND
0.60
J
ND
ND
ug/L
06/29/16
0.15
1.0
1
--
--
--
--
--
--
--
ND
0.91
J
ND
0.46
J
ND
ND
ug/L
09/21/16
0.15
1.0
1
ND
3.5
1.8
ND
ND
0.41
J
ND
ND
1.1
ND
--
ND
ND
ug/L
12/19/16
0.15
1.0
1
--
--
--
--
--
--
--
ND
0.68
J
ND
0.40
J
ND
ND
ug/L
03/21/17
0.15
1.0
1
ND
2.6
1.8
ND
ND
0.64
J
ND
ND
0.97
J
ND
--
ND
ND
ug/L
06/21/17
0.15
1.0
1
--
--
--
--
--
--
--
ND
0.72
J
ND
0.53
J
ND
ND
ug/L
09/20/17
0.15
1.0
1
ND
ND
1.6
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
12/19/17
0.15
1.0
1
--
--
--
--
--
--
--
ND
0.80
J
ND
0.46
J
ND
ND
ug/L
03/21/18
0.15
1.0
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
06/15/18
0.15
1.0
1
--
--
--
--
--
--
--
ND
0.60
J
ND
ND
ND
ND
ug/L
09/24/18
0.15
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
0.71
J
ND
--
ND
ND
ug/L
12/20/18
0.15
1.0
--
--
--
--
--
--
--
--
ND
0.71
J
ND
ND
ND
ND
ug/L
03/26/19
0.15
1.0
--
ND
ND
2.5
ND
ND
ND
ND
ND
0.47
J
ND
--
ND
ND
ug/L
09/18/19
0.15
1.0
--
ND
4.3
ND
ND
ND
ND
ND
--
0.68
J
ND
--
ND
ND
ug/L
03/16/20
0.15
1.0
--
ND
0.96
J
1.1
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
09/23/20
0.15
1.0
--
ND
0.53
J
1.3
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
03/15/21
0.15
1.0
--
ND
0.65
J
2.1
ND
ND
ND
ND
--
0.82
J
ND
--
ND
ND
ug/L
09/20/21
0.15
1.0
--
ND
2.3
1.4
ND
ND
ND
ND
--
0.94
J
ND
--
ND
ND
ug/L
03/14/22
0.15
1.0
--
ND
ND
0.93
J ND
1.0
ND
ND
--
0.60
J
ND
--
ND
ND
ug/L
09/19/22
0.15
1.0
--
ND
0.50
J
1.3
ND
ND
ND
ND
--
0.66
J
ND
--
ND
ND
ug/L
03/20/23
0.15
1.0
--
ND
1.64
J
0.99
J ND
0.23
J
0.19
J
ND
--
1.1
ND
--
ND
ND

July 2023
GL2014715721
TABLE 11
Summary of Constituents of Concern in MSW Corrective Action Monitoring Points
Henderson County Closed MSW Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
pQL
SWS Reporting
Limit
Upgradient
Compliance
Well
Monitored Natural Attenuation Monitoring Wells
Pilot Test Monitoring Points
Blanks
MW-5
MW-6 MW-7 MW-8 AMW-1S AMW-2S Old MW-2
IW-1 AMW-11D AMW-2D MW-2 BR-3
1,4-Dichlorobenzene
ug/L
12/05/94
5.0
5.0
5
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
NC 2L = 6 ug/L
ug/L
02/14/95
5.0
5.0
5
ND
--
ND
ND
--
--
--
--
--
--
--
ND
--
EPA MCL = 75 ug/L
ug/L
04/03/95
5.0
5.0
5
ND
11
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/30/95
5.0
5.0
5
ND
10
5
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/08/96
--
--
5
ND
--
9
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/24/96
--
--
5
ND
--
8
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/15/97
--
--
5
ND
--
24
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/29/97
--
--
5
ND
9
10
ND
--
--
--
--
--
--
--
ND
--
ug/L
05/14/98
--
--
5
ND
18
22
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/11/98
--
--
5
ND
18
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
06/04/99
--
--
5
ND
18
10
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/29/99
--
--
5
ND
ND
7
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/20/00
--
--
5
ND
5
18
ND
ND
--
--
--
--
--
--
ND
--
ug/L
11/07/00
--
--
5
ND
ND
8
ND
--
--
--
--
--
--
--
ND
--
ug/L
02/27/01
--
--
5
--
--
--
--
--
--
ND
--
--
--
ND
ND
--
ug/L
05/15/01
--
--
5
ND
14
6
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/16/01
--
--
5
ND
12
7
ND
--
--
--
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
5
ND
18
8
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/01/02
--
--
5
ND
14
9
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
04/09/03
5.0
5.0
5
ND
ND
12
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/20/03
5.0
5.0
5
ND
23
13
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
03/24/04
5.0
5.0
5
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/27/04
5.0
5.0
5
ND
20
19
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
05/25/05
5.0
5.0
5
ND
ND
17.8
--
ND
--
--
--
ND
--
--
ND
--
ug/L
10/04/05
5.0
5.0
5
ND
25.4
17
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
04/25/06
5.0
5.0
5
ND
24.3
16.4
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/04/06
5.0
5.0
5
ND
18.5
14.6
ND
ND
--
--
--
ND
--
--
ND
ND
ug/L
03/21/07
5.0
5.0
5
ND
1.67
J
17.1
2.79
J
1.37
--
--
--
2.86
J
--
--
0.37 J
ND
ug/L
10/02/07
5.0
5.0
5
ND
18.7
12.0
3.64
J
3.24
J
--
--
--
2.99
J
--
--
ND
ND
ug/L
04/03/08
5.0
5.0
5
ND
0.38
J
8.37
4.50
J
1.57
J
2.11
J
1.04 J
--
2.77
J
ND
--
ND
ND
ug/L
10/29/08
5.0
5.0
5
ND
23.9
7.81
4.44
J
4.11
J
1.66
J
--
--
2.96
J
ND
--
ND
ND
ug/L
03/24/09
0.38
1.0
1
ND
ND
6.4
1.3
0.57
J
1.4
--
--
2.6
ND
--
ND
ND
ug/L
09/22/09
0.38
1.0
1
ND
ND
6.8
2.4
1.4
1.0
ND
--
2.1
ND
--
ND
ND
ug/L
03/22/10
0.10
1.0
1
ND
Dry
9.8
ND
ND
1.2
--
--
3.2
ND
2.0
ND
ND
ug/L
09/23/10
0.38
1.0
1
ND
15
8.8
ND
ND
0.91
J
--
--
3.4
ND
--
ND
ND
ug/L
03/16/11
0.79
1.0
1
ND
ND
10
ND
ND
1.3
--
--
3.2
ND
--
ND
ND
ug/L
09/21/11
0.79
1.0
1
ND
14
12
ND
0.93
J
1.2
--
--
4.2
ND
--
ND
ND
ug/L
03/21/12
0.19
1.0
1
ND
5.4
J
12
0.49
J
2.9
1.4
--
--
3.7
ND
--
ND
ND
ug/L
09/20/12
0.19
1.0
1
ND
0.77
J
11
1.0
2.0
1.2
--
--
3.8
ND
--
ND
ND
ug/L
03/20/13
0.19
1.0
1
ND
ND
14
3.8
ND
2.2
--
--
5.0
ND
--
ND
ND
ug/L
09/18/13
0.19
1.0
1
ND
6.0
13
1.2
0.73
J
1.4
--
--
4.1
ND
--
ND
ND
ug/L
03/27/14
0.19
1.0
1
ND
ND
18
ND
ND
0.73
J
--
--
3.1
ND
--
ND
ND
ug/L
09/18/14
0.19
1.0
1
ND
13
15
ND
ND
0.86
J
--
--
4.3
ND
--
ND
ND
ug/L
03/18/15
0.19
1.0
1
ND
ND
14
ND
0.46
J
1.4
--
--
4.0
ND
--
ND
ND
ug/L
09/23/15
0.19
1.0
1
ND
21
13
ND
0.85
J
1.3
1.0
--
3.6
ND
--
ND
ND
ug/L
03/15/16
0.19
1.0
1
ND
1.2
16
ND
ND
0.90
J
ND
2.4
4.2
ND
3.5
ND
ND
ug/L
06/29/16
0.19
1.0
1
--
--
--
--
--
--
--
ND
4.2
ND
4.0
ND
ND
ug/L
09/21/16
0.19
1.0
1
ND
28
14
ND
ND
0.87
J
0.6 J
ND
4.2
ND
--
ND
ND
ug/L
12/19/16
0.19
1.0
1
--
--
--
--
--
--
--
ND
3.2
ND
4.1
ND
ND
ug/L
03/21/17
0.19
1.0
1
ND
24
18
ND
0.44
1.4
ND
ND
4.1
ND
--
ND
ND
ug/L
06/21/17
0.19
1.0
1
--
--
--
--
--
--
--
ND
2.8
ND
ND
ND
ND
ug/L
09/20/17
0.19
1.0
1
ND
2.9
16
ND
ND
1.2
0.45 J
ND
3.8
ND
--
ND
ND
ug/L
12/19/17
0.19
1.0
1
--
--
--
--
--
--
--
ND
3.5
ND
4.2
ND
ND
ug/L
03/21/18
0.19
1.0
1
ND
ND
14
ND
ND
1.1
ND
ND
3.4
ND
--
ND
ND
ug/L
06/15/18
0.19
1.0
1
--
--
--
--
--
--
--
ND
2.8
ND
4.2
ND
ND
ug/L
09/24/18
0.19
1.0
--
ND
5.4
16
ND
ND
1.1
ND
ND
3.4
ND
--
ND
ND
ug/L
12/20/18
0.19
1.0
--
--
--
--
--
--
--
--
ND
2.9
ND
4.4
ND
ND
ug/L
03/26/19
0.19
1.0
--
ND
ND
17
ND
ND
0.59
J
ND
ND
2.3
ND
--
ND
ND
ug/L
09/18/19
0.19
1.0
--
ND
14
12
ND
ND
ND
ND
--
2.8
ND
--
ND
ND
ug/L
03/16/20
0.19
1.0
--
ND
0.92
J
14
ND
ND
0.47
J
ND
--
2.6
ND
--
ND
ND
ug/L
09/23/20
0.19
1.0
--
ND
1.4
14
ND
ND
ND
ND
--
2.7
ND
--
ND
ND
ug/L
03/15/21
0.19
1.0
--
ND
ND
17
ND
ND
ND
ND
--
3.7
ND
--
ND
ND
ug/L
09/20/21
0.19
1.0
--
ND
9.5
16
ND
ND
ND
ND
--
3.8
ND
--
ND
ND
ug/L
03/14/22
0.19
1.0
--
ND
ND
12
ND
ND
ND
ND
--
2.5
ND
--
ND
ND
ug/L
09/19/22
0.19
1.0
--
ND
0.44
J
16
ND
ND
0.86
J
ND
--
3.0
ND
--
ND
ND
ug/L
03/20/23
0.19
1.0
--
ND
ND
10
ND
ND
0.72
J
ND
--
3.7
ND
--
ND
ND

July 2023
GL2014715721
TABLE 11
Summary of Constituents of Concern in MSW Corrective Action Monitoring Points
Henderson County Closed MSW Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
pQL
SWS Reporting
Limit
Upgradient
Compliance
Well
Monitored Natural Attenuation Monitoring Wells
Pilot Test Monitoring Points
Blanks
MW-5
MW-6 MW-7 MW-8 AMW-1S AMW-2S Old MW-2
IW-1 AMW-11D AMW-2D MW-2 BR-3
1, 1 -Dichloroethane
ug/L
12/05/94
5.0
5.0
5
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
NC 2L = 6 ug/L
ug/L
02/14/95
5.0
5.0
5
ND
ND
9
ND
--
--
--
--
--
--
--
ND
--
EPA MCL = No Standard
ug/L
04/03/95
5.0
5.0
5
ND
--
7
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/30/95
5.0
5.0
5
ND
ND
10
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/08/96
--
--
5
ND
ND
6
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/24/96
--
--
5
ND
--
8
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/15/97
--
--
5
ND
--
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/29/97
--
--
5
ND
1
7
ND
--
--
--
--
--
--
--
ND
--
ug/L
05/14/98
--
--
5
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/11/98
--
--
5
ND
ND
6
ND
--
--
--
--
--
--
--
ND
--
ug/L
06/04/99
--
--
5
ND
ND
5
6
--
--
--
--
--
--
--
ND
--
ug/L
10/29/99
--
--
5
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/20/00
--
--
5
ND
ND
ND
5
ND
--
--
--
--
--
--
ND
--
ug/L
11/07/00
--
--
5
ND
ND
ND
6
--
--
--
--
--
--
--
ND
--
ug/L
02/27/01
--
--
5
--
--
--
--
--
--
ND
--
--
--
7
ND
--
ug/L
05/15/01
--
--
5
ND
ND
ND
14
--
--
--
--
--
--
--
ND
--
ug/L
10/16/01
--
--
5
ND
ND
ND
11
--
--
--
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
5
ND
ND
ND
25
ND
--
--
--
ND
--
--
ND
--
ug/L
10/01/02
--
--
5
ND
ND
ND
17
ND
--
--
--
ND
--
--
ND
--
ug/L
04/09/03
--
--
5
ND
ND
ND
24
ND
--
--
--
ND
--
--
ND
--
ug/L
10/20/03
5.0
5.0
5
ND
ND
ND
18
ND
--
--
--
ND
--
--
ND
--
ug/L
03/24/04
5.0
5.0
5
ND
ND
ND
10
ND
--
--
--
ND
--
--
ND
--
ug/L
10/27/04
5.0
5.0
5
ND
ND
ND
13
ND
--
--
--
ND
--
--
ND
--
ug/L
05/25/05
5.0
5.0
5
ND
ND
ND
--
ND
--
--
--
ND
--
--
ND
--
ug/L
10/04/05
5.0
5.0
5
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
04/25/06
5.0
5.0
5
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/04/06
5.0
5.0
5
ND
ND
ND
6
ND
--
--
--
ND
--
--
ND
ND
ug/L
03/21/07
5.0
5.0
5
ND
ND
1.69
7.8
ND
--
--
--
1.31
--
--
ND
ND
ug/L
10/02/07
5.0
5.0
5
ND
0.45
J 1.66
J
9.7
0.1 J
--
--
--
1.27
J
--
--
ND
ND
ug/L
04/03/08
5.0
5.0
5
ND
ND
1.72
J
13.1
ND
0.98
J
3.87 J
--
1.36
J
ND
--
ND
ND
ug/L
10/29/08
5.0
5.0
5
ND
0.40
J 1.32
J
13.5
ND
1.33
J
--
--
1.36
J
ND
--
ND
ND
ug/L
03/24/09
0.33
1.0
5
ND
ND
0.83
J
3.6
J
ND
1.1
J
--
--
1.2
J
ND
--
ND
ND
ug/L
09/22/09
0.33
1.0
5
ND
ND
0.75
J
8.9
ND
1.3
J
ND
--
1.0
J
ND
--
ND
ND
ug/L
03/22/10
0.050
1.0
5
ND
Dry
0.64
J
ND
ND
0.90
J
--
--
0.76
J
ND
3.9
J
ND
ND
ug/L
09/23/10
0.33
1.0
5
ND
ND
0.64
J
ND
ND
0.84
J
--
--
0.87
J
ND
--
ND
ND
ug/L
03/16/11
0.080
1.0
5
ND
ND
0.56
J
ND
ND
1.0
J
--
--
0.91
J
ND
--
ND
ND
ug/L
09/21/11
0.080
1.0
5
ND
ND
0.74
J
1.7
J
ND
1.4
J
--
--
1.1
J
ND
--
ND
ND
ug/L
03/21/12
0.13
1.0
5
ND
ND
0.63
J
0.94
J
ND
1.1
J
--
--
0.74
J
ND
--
ND
ND
ug/L
09/20/12
0.13
1.0
5
ND
ND
0.49
J
2.5
J
ND
1.3
J
--
--
1.0
J
ND
--
ND
ND
ug/L
03/20/13
0.13
1.0
5
ND
ND
0.71
J
6.9
ND
1.6
J
--
--
1.2
J
ND
--
ND
ND
ug/L
09/18/13
0.13
1.0
5
ND
ND
ND
1.7
J
ND
1.0
J
--
--
0.71
J
ND
--
ND
ND
ug/L
03/27/14
0.13
1.0
5
ND
ND
ND
ND
ND
0.92
J
--
--
0.72
J
ND
--
ND
ND
ug/L
09/18/14
0.13
1.0
5
ND
ND
0.43
J
ND
ND
0.96
J
--
--
0.54
J
ND
--
ND
ND
ug/L
03/18/15
0.13
1.0
5
ND
ND
0.47
J
ND
ND
0.77
J
--
--
0.76
J
ND
--
ND
ND
ug/L
09/23/15
0.13
1.0
5
ND
ND
ND
ND
ND
1.1
J
2.2 J
--
0.62
J
ND
--
ND
ND
ug/L
03/15/16
0.13
1.0
5
ND
ND
ND
ND
ND
0.99
J
2.0 J
0.55
J 0.54
J
0.45 J
4.0
J
ND
ND
ug/L
06/29/16
0.13
1.0
5
--
--
--
--
--
--
--
ND
0.44
J
ND
2.6
J
ND
ND
ug/L
09/21/16
0.13
1.0
5
ND
ND
ND
ND
ND
0.94
J
1.7 J
ND
0.51
J
ND
--
ND
ND
ug/L
12/19/16
0.13
1.0
5
--
--
--
--
--
--
--
ND
ND
ND
3.2
J
ND
ND
ug/L
03/21/17
0.13
1.0
5
ND
ND
ND
ND
ND
1.1
J
1.6 J
ND
0.58
J
ND
--
ND
ND
ug/L
06/21/17
0.13
1.0
5
--
--
--
--
--
--
--
0.49
J ND
ND
3.3
J
ND
ND
ug/L
09/20/17
0.13
1.0
5
ND
ND
ND
ND
ND
0.87
J
1.8 J
ND
ND
ND
--
ND
ND
ug/L
12/19/17
0.13
1.0
5
--
--
--
--
--
--
--
ND
ND
ND
2.3
J
ND
ND
ug/L
03/21/18
0.13
1.0
5
ND
ND
ND
ND
ND
0.74
J
0.92 J
ND
ND
ND
--
ND
ND
ug/L
06/15/18
0.13
1.0
5
--
--
--
--
--
--
--
ND
ND
ND
2.5
J
ND
ND
ug/L
09/24/18
0.13
1.0
--
ND
ND
ND
ND
ND
ND
1.0
ND
ND
ND
--
ND
ND
ug/L
12/20/18
0.13
1.0
--
--
--
--
--
--
--
--
ND
ND
ND
2.6
ND
ND
ug/L
03/26/19
0.13
1.0
--
ND
ND
ND
ND
ND
0.65
J
1.0
ND
ND
ND
--
ND
ND
ug/L
09/18/19
0.13
1.0
--
ND
ND
ND
ND
ND
0.58
J
1.0
--
ND
ND
--
ND
ND
ug/L
03/16/20
0.13
1.0
--
ND
ND
ND
ND
ND
0.43
J
0.43 J
--
ND
ND
--
ND
ND
ug/L
09/23/20
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
03/15/21
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
09/20/21
0.13
1.0
--
ND
ND
ND
ND
ND
ND
0.77 J
--
ND
ND
--
ND
ND
ug/L
03/14/22
0.13
1.0
--
ND
ND
ND
ND
ND
0.42
J
0.48 J
--
ND
ND
--
ND
ND
ug/L
09/19/22
0.13
1.0
--
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
03/20/23
0.13
1.0
--
ND
ND
ND
ND
ND
0.41
J
0.25 J
--
0.24
0.33 J
--
ND
ND

July 2023
GL2014715721
TABLE 11
Summary of Constituents of Concern in MSW Corrective Action Monitoring Points
Henderson County Closed MSW Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
pQL
SWS Reporting
Limit
Upgradient
Compliance
Well
Monitored Natural Attenuation Monitoring Wells
Pilot Test Monitoring Points
Blanks
MW-5
MW-6 MW-7 MW-8 AMW-1S AMW-2S Old MW-2
IW-1 AMW-11D AMW-2D MW-2 BR-3
Methylene chloride
ug/L
12/05/94
10
10
10
ND
ND
ND
7
--
--
--
--
--
--
--
ND
--
NC 2L = 5 ug/L
ug/L
02/14/95
10
10
10
--
--
--
--
--
--
--
--
--
--
--
ND
--
EPA MCL = 5 ug/L
ug/L
04/03/95
10
10
10
--
--
--
--
--
--
--
--
--
--
--
ND
--
ug/L
10/30/95
10
10
10
ND
ND
10
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/08/96
--
--
10
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/24/96
--
--
10
ND
--
9
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/15/97
--
--
10
--
--
--
--
--
--
--
--
--
--
--
ND
--
ug/L
10/29/97
--
--
10
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
05/14/98
--
--
10
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/11/98
--
--
10
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
06/04/99
--
--
10
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/29/99
--
--
10
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/20/00
--
--
10
ND
ND
ND
ND
ND
--
--
--
--
--
--
ND
--
ug/L
11/07/00
--
--
10
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
02/27/01
--
--
10
--
--
--
--
--
--
ND
--
--
--
ND
ND
--
ug/L
05/15/01
--
--
10
ND
ND
ND
52
--
--
--
--
--
--
--
ND
--
ug/L
10/16/01
--
--
10
ND
ND
ND
38
--
--
--
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
10
ND
ND
ND
87
ND
--
--
--
ND
--
--
ND
--
ug/L
10/01/02
--
--
10
ND
ND
ND
44
ND
--
--
--
ND
--
--
ND
--
ug/L
04/09/03
10
10
10
ND
ND
ND
54
ND
--
--
--
ND
--
--
ND
--
ug/L
10/20/03
10
10
10
ND
ND
ND
27
ND
--
--
--
ND
--
--
ND
--
ug/L
03/24/04
10
10
10
ND
ND
ND
30
ND
--
--
--
ND
--
--
ND
--
ug/L
10/27/04
10
10
10
ND
ND
ND
42.1
ND
--
--
--
ND
--
--
ND
--
ug/L
05/25/05
10
10
10
ND
ND
ND
--
ND
--
--
--
ND
--
--
ND
--
ug/L
10/04/05
10
10
10
ND
ND
ND
13.4
ND
--
--
--
ND
--
--
ND
--
ug/L
04/25/06
10
10
10
ND
ND
ND
13.9
ND
--
--
--
ND
--
--
ND
--
ug/L
10/04/06
10
10
10
ND
ND
ND
15.1
ND
--
--
--
ND
--
--
ND
ND
ug/L
03/21/07
10
10
10
ND
ND
0.35
J
23.3
ND
--
--
--
0.24
J --
--
ND
ND
ug/L
10/02/07
10
10
10
ND
0.57 B
ND
22.0
ND
--
--
--
ND
--
--
ND
0.41 J
ug/L
04/03/08
10
10
10
ND
ND
0.34
B
34.2
ND
ND
ND
--
ND
3.10 J
--
ND
0.42 J
ug/L
10/29/08
10
10
10
ND
ND
0.27
J
33.7
ND
0.92
J --
--
0.42
J ND
--
ND
ND
ug/L
03/24/09
0.53
2.0
1
ND
ND
ND
11
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
09/22/09
0.53
1.0
1
ND
ND
ND
21
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
03/22/10
0.070
1.0
1
ND
Dry
ND
ND
ND
ND
--
--
ND
ND
ND
ND
ND
ug/L
09/23/10
0.53
1.0
1
ND
ND
ND
ND
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
03/16/11
0.14
1.0
1
ND
ND
ND
ND
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
09/21/11
0.14
1.0
1
ND
ND
ND
3.4
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
03/21/12
0.23
1.0
1
ND
ND
ND
1.8
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
09/20/12
0.23
1.0
1
ND
ND
ND
2.4
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
03/20/13
0.23
1.0
1
ND
ND
ND
11
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
09/18/13
0.23
1.0
1
ND
ND
ND
1.0
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
03/27/14
0.23
1.0
1
ND
ND
ND
ND
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
09/18/14
0.23
1.0
1
ND
ND
ND
ND
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
03/18/15
0.23
1.0
1
ND
ND
ND
ND
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
09/23/15
0.23
1.0
1
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
03/15/16
0.23
1.0
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
06/29/16
0.23
1.0
1
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
0.23
1.0
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
12/19/16
0.23
1.0
1
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
03/21/17
0.23
1.0
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
06/21/17
0.23
1.0
1
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
09/20/17
0.23
1.0
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
12/19/17
0.23
1.0
1
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
03/21/18
0.23
1.0
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
06/15/18
0.23
1.0
1
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
09/24/18
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
12/20/18
0.23
1.0
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
03/26/19
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
09/18/19
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
03/16/20
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
09/23/20
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
03/15/21
0.23
1.0
--
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
09/20/21
0.23
1.0
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
03/14/22
0.23
1.0
--
ND
0.41 B
ND
ND
ND
ND
--
--
ND
ND
--
ND
0.67 J
ug/L
03/19/22
0.23
1.0
--
ND
ND
ND
ND
ND
ND
--
--
ND
ND
--
ND
0.47 J
ug/L
03/20/23
0.23
1.0
--
ND
ND
0.267
B
ND
ND
0.308
B --
--
ND
ND
--
0.256 B
0.362 J

July 2023
GL2014715721
TABLE 11
Summary of Constituents of Concern in MSW Corrective Action Monitoring Points
Henderson County Closed MSW Landfill, Permit No. 45-01
Detected Monitoring Constituent/Parameter
Units
Date
MDL
PQL
SWS Reporting
Limit
Upgradient
Compliance
Well
Monitored Natural Attenuation Monitoring Wells
Pilot Test Monitoring Points
Blanks
MW-5
MW-6 MW-7 MW-8 AMW-1S AMW-2S Old MW-2
IW-1 AMW-1D AMW-2D MW-2 BR-3
Vinyl chloride
ug/L
12/05/94
10
10
1
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
NC 2L = 0.03 ug/L
ug/L
02/14/95
10
10
1
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
EPA MCL = 2 ug/L
ug/L
04/03/95
10
10
1
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/30/95
--
--
1
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/08/96
--
--
1
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/24/96
--
--
1
ND
--
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/15/97
--
--
1
ND
--
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/29/97
--
--
1
ND
2
5
2
--
--
--
--
--
--
--
ND
--
ug/L
05/14/98
--
--
1
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/11/98
--
--
1
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
06/04/99
--
--
1
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/29/99
--
--
1
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
04/20/00
--
--
1
ND
ND
ND
ND
ND
--
--
--
--
--
--
ND
--
ug/L
11/07/00
--
--
1
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
02/27/01
--
--
1
--
--
--
--
--
--
ND
--
--
--
ND
ND
--
ug/L
05/15/01
--
--
1
ND
ND
ND
ND
--
--
--
--
--
--
--
ND
--
ug/L
10/16/01
--
--
1
ND
ND
ND
ND
--
--
--
--
ND
--
--
ND
--
ug/L
04/24/02
--
--
1
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/01/02
--
--
1
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
04/09/03
--
--
1
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/20/03
--
--
1
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
03/24/04
10
10
1
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/27/04
10
10
1
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
05/25/05
10
10
1
ND
ND
ND
--
ND
--
--
--
ND
--
--
ND
--
ug/L
10/04/05
10
10
1
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
04/25/06
10
10
1
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
--
ug/L
10/04/06
10
10
1
ND
ND
ND
ND
ND
--
--
--
ND
--
--
ND
ND
ug/L
03/21/07
10
10
1
ND
0.43 J
2.35
ND
ND
--
--
--
0.94
J
--
--
ND
ND
ug/L
10/02/07
10
10
1
ND
1.03 J
2.68
J
0.31
J ND
--
--
--
0.89
J
--
--
ND
ND
ug/L
04/03/08
10
10
1
ND
ND
2.94
J
ND
0.59
J
0.640 J
--
0.98
J
ND
--
ND
ND
ug/L
10/29/08
10
10
1
ND
0.25 J
2.36
0.49
J ND
0.57
J
--
--
0.82
J
ND
--
ND
ND
ug/L
03/24/09
0.30
1.0
1
ND
ND
1.5
ND
ND
0.53
J
--
--
0.60
J
ND
--
ND
ND
ug/L
09/22/09
0.30
1.0
1
ND
ND
1.4
ND
ND
ND
ND
--
0.67
J
ND
--
ND
ND
ug/L
03/22/10
0.083
1.0
1
ND
Dry
1.2
ND
ND
ND
--
--
0.60
J
ND
0.74 J
ND
ND
ug/L
09/23/10
0.30
1.0
1
ND
ND
1.2
ND
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
03/16/11
0.60
1.0
1
ND
ND
1.3
ND
ND
ND
--
--
ND
ND
--
ND
ND
ug/L
09/21/11
0.60
1.0
1
ND
ND
1.5
ND
ND
ND
--
--
0.76
J
ND
--
ND
ND
ug/L
03/21/12
0.32
1.0
1
ND
ND
0.88
J
ND
ND
0.55
J
--
--
ND
ND
--
ND
ND
ug/L
09/20/12
0.32
1.0
1
ND
ND
ND
ND
ND
0.61
J
--
--
0.57
J
ND
--
ND
ND
ug/L
03/20/13
0.32
1.0
1
ND
ND
1.0
0.77
J ND
0.49
J
--
--
0.50
J
ND
--
ND
ND
ug/L
09/18/13
0.32
1.0
1
ND
ND
0.81
J
ND
ND
0.48
J
--
--
0.48
J
ND
--
ND
ND
ug/L
03/27/14
0.32
1.0
1
ND
ND
1.1
ND
ND
ND
--
--
0.64
J
ND
--
ND
ND
ug/L
09/18/14
0.32
1.0
1
ND
ND
1.1
ND
ND
ND
--
--
0.54
J
ND
--
ND
ND
ug/L
03/18/15
0.32
1.0
1
ND
ND
0.88
J
ND
ND
ND
--
--
0.46
J
ND
--
ND
ND
ug/L
09/23/15
0.32
1.0
1
ND
ND
0.98
J
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
03/15/16
0.32
1.0
1
ND
ND
0.93
J
ND
ND
ND
ND
ND
0.46
J
ND
0.56 J
ND
ND
ug/L
06/29/16
0.32
1.0
1
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
09/21/16
0.32
1.0
1
ND
ND
0.74
J
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
12/19/16
0.32
1.0
1
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
03/21/17
0.32
1.0
1
ND
ND
0.92
J
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
06/21/17
0.32
1.0
1
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
09/20/17
0.32
1.0
1
ND
ND
0.73
J
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
12/19/17
0.32
1.0
1
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
03/21/18
0.32
1.0
1
ND
ND
0.51
J
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
06/15/18
0.32
1.0
1
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
09/24/18
0.32
1.0
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
12/20/18
0.32
1.0
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
03/26/19
0.32
1.0
--
ND
ND
0.51
J
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
09/18/19
0.32
1.0
--
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
03/16/20
0.32
1.0
--
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
09/23/20
0.32
1.0
--
ND
ND
0.74
J
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
03/15/21
0.32
1.0
--
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
09/20/21
0.32
1.0
--
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
03/14/22
0.32
1.0
--
ND
ND
0.61
J
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
09/19/22
0.32
1.0
--
ND
ND
0.84
J
ND
ND
ND
ND
--
ND
ND
--
ND
ND
ug/L
03/20/23
0.320
1.00
--
ND
ND
0.81
J
ND
ND
ND
ND
--
ND
ND
--
ND
ND
Notes: J = Following the The November 2018 event, J flags are estimated values between the MDL and PQL. Prior to the November 2018 event, J flags are estimated values below the SWS Reporting limit.
B = Blank -qualified result
MDL = laboratory method detection limit
PQL = practical quantitation limit
Blanks = field, trip and method blanks
Bold = concentrations above the NC 2L Groundwater Standards or Solid Waste Section Groundwater Protection Standards (SWS GPS) have been bolded
Shaded = concentrations above the EPA Maximum Contaminant Level (MCL) has been shaded
SWS Reporting Limit = NCPQL or lab -specific reporting limit prior to October 2007 and NCSWSL starting in October 2007
EPA MCL = US Environmental Protection Agency Maximum Contaminant Level
NC 2L = North Carolina 2L Groundwater Standard

FIGURES

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--
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/ / l I , - / / - O\\\ \\ \ _�/ 111 hlllll 11 II\\_' '/�-� i r/, MW-10 `�\ 2 HENDERSON COUNTY \ / v\\\ \`'` '/i 1! �ul'Aidill h'I\`--%'. % �% ,,// \ \ \ \\\o\\ I �
I III / , CLOSED C&D <2366.76; "`•`• `
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// I \ \ \ MP-1 - IIII ///llllllll`-�!/ ii-/��J /r 1 \ w.��.-.��\\�.\\\ \\ \\\
HUMANE SOCIETY ,( \(\ / ••J, \ \ / I,\\ I ul� 2211.07� / ul hll'll\I (\� / „/ _=�\ '� LANDFILL `I 1 \\\\\o.`�:\��\\\``�
.�l l O\\ \\
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TRANSFER," 1'I / ,,11\_� == MW //1 ' ll"l
I I I - -\ III \ �_ %y / IIII, =
HENDERSON f�/ I , ' 'A/' _ 1 I I I / \ \\ \\\\.\ -\\\ \\ wl
� \ � / ,,/ // l \ I " / /1 / , /� I / I, I � l\\ _ " /ii' ', I 1 I I � I I/ / \\ �\\ \\\�\ �\Q\ �\\ \\\ \ \\ \\ Q\��
/ STATION ,.•/, �- / / n 1 /o\ 1 \ \\\ \\\ \\ ,
\ I \ - \ / ' 2248.86\ \\ I\I I / - // '\\\\� h\ O�\O `\�� `� \ �\\\Q\�\
COUNTY BUS DEPOT � � , _ : :_ \ _ / ` � 224 61 2 \\ // \\ \\\ ..\.\ �••• �•
CONVENIENCE
MAINTENANCE CENTER
I \
9� I
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IIIIII
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I ` � - \\ / ' .tom � � \\\ \\ ^• / / a=_'_Z Z \
\ ( FACILITY Tyr �• ���. �- ,,)( _ :/ .\o\\\
, 2249.21.;
/ - MW-2 OLD -MW-2 ' I ACTIVITY
r• �`•'` \ �`� -i
+2174.34
2172.33S�,\\\\ \ \ CENTER
\ \ \ \ 2 jIW,'
1 BR—
-
\ LFG-101
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_OLD MW-1.
.2200.95.'/,/
\ \\
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it
yl
It
CLIENT
HENDERSON COUNTY
it
CONSULTANT YYYY-MM-DD 2023-06-26
PG C-577
DESIGNED NTT
" PREPARED BSD
REVIEWED BSD
WSP USA INC. APPROVED BSD
LEGEND
—x—x—x—
O MW-8
2211.07
- MW-1
2199.58
AMP-8
EXISTING 10 FT. CONTOUR
EXISTING 2 FT. CONTOUR
PROPERTY LINE
LIMITS OF WASTE
STREAM
BUFFER
TREELINE
EXISTING ROAD
FENCE
GROUNDWATER SURFACE CONTOURS
APPROXIMATE GROUNDWATER FLOW SEGMENT USED TO CALCULATE GRADIENT
COMPLIANCE GROUNDWATER MONITORING WELL AND IDENTIFICATION
NON COMPLIANCE GROUNDWATER MONITORING WELL AND IDENTIFICATION
COMPLIANCE METHANE MONITORING WELL AND IDENTIFICATION
MP-6 ASSESSMENT COMPLIANCE METHANE MONITORING WELL AND IDENTIFICATION
❑ BR-1 SURFACE WATER MONITORING POINT AND IDENTIFICATION
O IW-1 INJECTION WELL AND IDENTIFICATION
2179.31
NOTES
1. TOPOGRAPHIC CONTOUR INTERVAL = 2 FEET
2. GROUNDWATER SURFACE CONTOUR INTERVAL = 20 FEET
3. GROUNDWATER ELEVATIONS MEASURED ON MARCH 20 - 22, 2023.
4. GROUNDWATER CONTOURS BASED ON LINEAR INTERPOLATION BETWEEN AND EXTRAPOLATION
FROM KNOWN DATA, TOPOGRAPHIC CONTOURS, AND KNOWN FIELD CONDITIONS. THEREFORE
GROUNDWATER CONTOURS MAY NOT REFLECT ACTUAL CONDITIONS.
5. GROUNDWATER CONTOUR LINES SHOW THE WATER TABLE SHAPE AND ELEVATION. THESE
CONTOURS ARE INFERRED LINES FOLLOWING THE GROUNDWATER SURFACE AT A CONSTANT
ELEVATION ABOVE SEA LEVEL
6. COORDINATE SYSTEM IS N.C. STATE PLANE GRID.
7. TOPOGRAPHIC DIVIDING LINE DIVIDES THE BASE MAP TOPOGRAPHIC CONTOURS FROM LANDSAT
TOPOGRAPHIC CONTOURS. LANDSAT TOPOGRAPHIC CONTOURS HAVE A 5-CONTOUR INTERVAL.
8. LOCATION OF COMPLIANCE METHANE MONITORING WELL MP-4 IS APPROXIMATE.
REFERENCES
1. BASE MAP PROVIDED BY CAMP DRESSER & McKEE FROM PREVIOUS WATER QUALITY MONITORING L
REPORTS. `
c
C
L
C
L
L
L
L
r
c
F
L
L
C
L
F
C
c
0 200 400
SCALE FEET
C
PROJECT
HENDERSON COUNTY CLOSED MSW AND C&D LANDFILL
PERMIT # 45-01 LC
i
L
TITLE `-
GROUNDWATER SURFACE CONTOUR MAP
MARCH 20 - 227 2023
PROJECT NO. FIGURE
2014715721.001 0
0

APPENDIX
GROUNDWATER AND SURFACE
WATER SAMPLING LOGS

Project Name:
Well ID:
Well Diameter:
Depth to Bottom:
Pumping Rate:
Equipment:
DATE: 3�2Z� 2b23
GROUNDWATER SAMPLING LOG
�Z", y'P-\ C.� Lt Project No./Phase No.:
Mw 25 Sampler(s): Nicolas Tejeda-Torres
2 inches Initial Depth to Water: 43.25 feet
I-j,w feet Water Column Thickness: J(.,JS feet
25-b mUmin. System Volume: 1k3j_ mL
Turbidimeter, YSI ProPlus, WL Meter
Dedicated BP, MP-15
0 NONE ME
M�
0 NONE
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Begin Purge @
Weather:
Signature:
QA/QC Sign Off:
Date: 3
Date: 3 t 2Z l 2uz-,

Project Name:
Well ID:
Well Diameter:
Depth to Bottom:
Pumping Rate:
DATE: 3 1 2I1 Z3
GROUNDWATER SAMPLING LOG
Henderson County LF Project No./Phase No.: GL2014715721.001
AMW - 1 Cl Sampler(s): Johna a:r e_a �nesicslNicolas Tejeda-Torres
2 inches Initial Depth to Water: feet
-'+2 feet Water Column Thickness: feet
%b iZO mL/min. System Volume: \ZL4Z mL
Equipment: Turbidimeter, YSI Pro Plus, WL Meter
Dedicated BP, MP-15
Time
pH
(S.U.)
Sp. Cond.
(US/cm)
Turb
(NTU)
Dis 02
(mg/L)
Temp.
(°C)
ORP
(millivolts)
DTW
(feet)
c�25
2•DS
��
5.�6
� . 6
13,�i
��,Q
�►•'��
l0719
Dyl
,1
0U2
�•o�
.56
L .�
zl?.9
\G•a0
\
�1.36
6.)a2
\,A 2
\53 Po
..05
1
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Begin Purge @ �O5-
Weather:
Signature: L/'—^' Date: 3 IL( (23
l )
QA/QC Sign Off: C Date: 3/Z 1 /2-3

Project Name:
Well ID: _
Well Diameter:
Depth to Bottom:
Pumping Rate:
DATE: 1; ( 6 \ ( Z3
GROUNDWATER SAMPLING LOG
Henderson County LF Project No./Phase No.: GL2014715721.001
AMw -Zo Sampler(s): Jotrnathar sgrencsi /Nicolas Tejeda-Torres
2 inches Initial Depth to Water: q.09 feet
Op 6Z feet Water Column Thickness: 10.63 feet
ZbG mL/min. System Volume: mL
Equipment: Turbidimeter, YSI ProPlus, WL Meter
Dedicated BP, MP-15
®m�
1
n
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Begin Purge @ �\ZIS
Weather: Uo,
Signature:
Date: 3 f 4� I (?_3
QA/QC Sign Off: �.��� ��..., Date: .3 Z) /Z 3

DATE: I1
-\� ZJ, ZO 2 3
GROUNDWATER SAMPLING LOG
Project Name: Henderson County LF Project No./Phase No.: GL2014715721.001
Well ID: VlVy - `j Sampler(s): Johnathan Serencsicsftcolas Tejeda-Torres
Well Diameter: 2 inches Initial Depth to Water: S 4. G'4 feet
Depth to Bottom: 3 U,-�_feet Water Column Thickness: 15 .y c"l feet
Pumping Rate: J Z j mL/min. System Volume: 1' SD mL
Equipment: Turbidimeter, YSI ProPlus, WL Meter
Dedicated BP, MP-15
Time
pH
(S.U.)
Sp. Cond.
(US/cm)
Turb
(NTU)
Dis 02
(mg/L)
Temp.
VC)
ORP
(millivolts)
DTW
(feet)
(0.
15 y
1 L. 1
Q. Z
1 . I
7--) I - Li
S� IL
51 .25
a
O3
. A
3
(' 3
1Z
75�;
59
L.W
T(O
9 1-5;-
1
22.1
S4 .zs
100
5. 00
I�s,O
2.,�,k
.!�L
Iz. �
�
Z`"
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Begin Purge @ q3q
Weather: ; low 3 v�
Signature:
Date: 3 I Zi
QA/QC Sign Off: Gl--- Date: 5 yv 12023

Project Name:
Henderson County LF
Well ID:
/NW -6
Well Diameter:
2 inches
Depth to Bottom:
(II.61b feet
Pumping Rate:
— mL/min.
DATE: 3I Z0 Z 3
GROUNDWATER SAMPLING LOG
Project No./Phase No.: GL2014715721.001
Sampler(s): J nathan�cs{{�icolas Teieda-Torres
Initial Depth to Water: (y.y-- feet
Water Column Thickness: y,6% feet
System Volume: 620" mL
Equipment: Turbidimeter, YS/ ProPlus, WL Meter
SS , MP-f& p;sQo�aylc, 60i w
Sp. Cond.
Dis 02
Temp.
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Begin Purge @ Y5o ra>n 31C& sJt; �p {aKun ba da 'A
Weather: 6,,orv, k-f
Signature:
QA/QC Sign Off:
Date: 3 (Z 11 Z3
Date: 3 /-Zt 2�

Project Name:
Well ID:
Well Diameter:
Depth to Bottom
Pumping Rate:
DATE: 31 Z 1 (23
GROUNDWATER SAMPLING LOG
Henderson County LF Project No./Phase No.: GL2014715721.001
AAA -1 Sampler(s): na�ren- c es7Nicolas Tejeda-Torres
2 inches Initial Depth to Wa er: \IA5 feet
ZT q4 feet Water Column Thickness: Tliq feet
C"o mL/min. System Volume: -T\1 mL
Equipment: Turbidimeter, YSl ProPlus, WL Meter
Dedicated BP. MP-15
SID. Cond.
Dim 02
----_�-
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Begin Purge @ SOO
Weather: tinny ,U05
Signature:
Date: 3 I Z I (Z3
QA/QC Sign Off: Date: 3Z'Zi 1'2-3

DATE: 31 Z o (2 3
GROUNDWATER SAMPLING LOG
Project Name: Henderson CoUntX i.F Project No./Phase No.: GL2014715721.001
Well ID: Hu�_ _ U M5\ Sampler(s): Johnathan serencsics/Nicolas Tejeda-Torres
Well Diameter: 2 inches Initial Depth to Water: 2-H ce'b feet
Depth to Bottom: 3 .1L feet Water Column Thickness: S.1�2 feet
Pumping Rate: 2 mL/min. System Volume:�mL
Equipment: Turbidimeter, YSI Pro Plus, WL Meter
Dedicated BP, MP-15
Sp. Cond.
®�
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Begin Purge @ j (jq
Weather: 5,,)NNJ 34>S
Signature:
QA/QC Sign Off:
Date: `S 12-612s:, z
Date: 2 [zoI-z OZ7

DATE:
GROUNDWATER SAMPLING LOG
Project Name: Henderson County LF Project No./Phase No.: GL2014715721.001
Well ID: ?NVJ 9 Sampler(s): Johnathan Serencsics/Nicolas Tejeda-Torres
Well Diameter: 2 inches Initial Depth to Water: -SS feet
Depth to Bottom: pu feet Water Column Thickness: ',.` z feet
Pumping Rate: ELLS mL/min. System Volume: gyp) , mL
Equipment: Turbidimeter, YSI ProPI(IS, WL Meter
Dedicated BP, MP-15
Sp. Cond.
-------
-IMMUNE
-----
Comments (weather onditions, color, type of sample, purge -water management, etc.):
Begin Purge
Weather: iZo LU n s
Signature:
QA/QC Sign Off:
Date:. `2:Z(to'-t
Date: 3172 / 2 c)z �

NN %% I "",
Project Name:
Well ID: _
Well Diameter:
Depth to Bottom:
Pumping Rate:
Equipment:
DATE: �� 21 ( LoZ 3
GROUNDWATER SAMPLING LOG
Henderson County LF Project No./Phase No.: GL2014715721.001
L) ICE Sampler(s): Johnathan Serencsics/Nicolas Tejeda-Torres
2 inches Initial Depth to Water: GU a qy feet
Yl.(a t4 feet Water Column Thickness: j feet
�VC� mL/min. System Volume: mL
Turbidimeter, YSI ProPluS, WL Meter
Dedicated BP, MP-15
Time
pH
(S.U.)
Sp. Cond.
(US/cm)
Turb
(NTU)
Dis 02
(mg/L)
Temp.
(°C)
ORP
(millivolts)
DTW
(feet)
vrc 9-6C154
�3.9
4.
Sq
4q y
9J ,C�
q 0)_
-4
4 1
r31vF
10 0A i
-5.s-
L.�,I
'64ti
I1 9
1009
L43-t
3:4-
16,Z.Ll
)Z-Z
��•5
t1i
153
L4 4.to
2
ae
12 �I
5.5
`l3 `l
0 .91
`f.ip
Z-3
>,`i. U
EQtui
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Begin Purge @ ' ( L{ H
Weather:
Signature:
Date:
QA/QC Sign Off: > � �� Date: _?[2i%2c23

DATE: 3 10117-3
GROUNDWATER SAMPLING LOG
Project Name:
Henderson County LF
Project No./Phase No.:
GL2014715721.001
Well ID:
MW - t l Lmg A->0 N
Sampler(s): : ,nat Ser
a colas Tejeda-Torres
Well Diameter:
2 inches
Initial Depth to Water:
5b,�-(, feet
Depth to Bottom:
5-e,3w feet
Water Column Thickness:
'{.�$ feet
Pumping Rate:
IGO mL/min.
System Volume:
mL
Equipment: Turbidimeter, YSI ProPlus, WL Meter
Dedicated BP. MP-15
®Sp.
Cond.
®
' , •
•-'
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Begin Purge @ N 30
Weather:
Signature:
Date: 3 (Z l (23
QA/QC Sign Off: — Date: ?, )-1 i J 23

DATE: lki';j121�TD,1_
GROUNDWATER SAMPLING LOG
Project Name: Henderson County LF Project No./Phase No.: GL2014715721.001
Well ID: V2_ Sampler(s): Johnathan Serencsics/Nicolas Tejeda-Torres
Well Diameter: 2 inches Initial Depth to Water: j (. feet
Depth to Bottom: fo6J-L feet Water Column Thickness: �5,1p feet
Pumping Rate: 115b, mL/min. System Volume: lumL
Equipment: Turbidimeter, YSI ProPlus, WL Meter
Dedicated BP, MP-15
®Sp.
Cond.
• •
•RP
(millivolts):
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Begin Purge @ IZ5C-
Weather: r
Signature:
QA/QC Sign Off:
Date: 0 12-I ( Zc,Z`,
Date: 3� z
1 '2v-�3

DATE: �3I Z((.n
GROUNDWATER SAMPLING LOG
Project Name: Henderson County LF Project No./Phase No.: GL2014715721.001
Well ID: 6d--tom �'\W - ( S Sampler(s): Johnathan Serencsics/Nicolas Tejeda-Torres
Well Diameter: 2 inches Initial Depth to Water: eet
Depth to Bottom: OS feet Water Column Thickness: �'�. r feet
Pumping Rate: 4es3 I t5b mL/min. System Volume: { - mL
Equipment: Turbidimeter, YSI ProPILIS, WL Meter
Dedicated BP, MP-15
•
®
. Cond.
®
, /
• .'
WHOM —
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Begin Purge @ �T7�
Weather:
Signature: Date: 3 Z�
QA/QC Sign Off: Date: ? ) 21 / Z3

bo.'O'
NO
goo
DATE: 3 6 �2,01,?,
GROUNDWATER SAMPLING LOG
Project Name: Henderson County LF Project No./Phase No.: GL2014715721.001
Well ID: () �{,� _ Z Sampler(s): Johnathan Serencsics/Nicolas Tejeda-Torres
Well Diameter: 2 inches Initial Depth to Water: -A feet
Depth to Bottom: ? J Z feet Water Column Thickness: feet
Pumping Rate: i2S .%>►oo mL/min. System Volume: (040 mL
Equipment: Turbidimeter, YS/ ProPlus, WL Meter
Dedicated BP, MP-15
Time
pH
(S.U.)
Sp. Cond.
(US/cm)
Turb
(NTU)
Dis 02
(mg/L)
Temp.
VC)
ORP
(millivolts)
DTW
(feet)
`1
qtJ'
33.q
z.'t;0
iz.3
.. S.y
q. bo
a0A
LS
L4i8.-A
L1.yC1
2-.2-4
1Z.-j
-23• I
to.10
A
16. (a
o
-Z , i •
12 .._
..
11.
1
(a.02-
g 14.1,
a-ZA
2_40
2- 2-i2
iz..oZ
101
5_ I
L{ t %
-Z.Z
2-, K2-
t 2- •L
7-
► 3 ; i5'
5. 8n
Its . 01
Z . 3L
3 . to
1 z . O
13 ., - -
5.�3
26
12.E
�IY� r
1�1-L1ty
Comments (weather conditions, color, type of sample, purge -water management, etc.):
Begin Purge @ -rSLi
Weather: (y('J 3y5
QA/QC Sign Off:
Date: %'20-Z'-?

DATE: '3 �Zd-zdz3
SURFACE WATER SAMPLING LOG
Project Name: Henderson County LF Project No./Phase No.: GL2014715721.001
Sample ID: Sampler(s): Johnathan Sere ncsics/Nicolas Tejeda-Torres
Sampling Location: p� eta QA { 5(XAL& I ir'*4,AN suW. co��,
Equipment: YSI, Turbidimeter
Time
qt5
pH
s.u..�
Sp. Cond.
us/cm
`L3e ti
Turb.
ntu
3
Dis. OZ
mg/L
Temp.
oC
ORP
my
3�•S
Surface Water Sampling Location Sketch
X k k�
Comments (sample methodology, weather conditions, color, silt, etc.):
vadya.b
Signature:
QA/QC Sign Off:
Date: J 2 ��
Date: ?Z'22 J•Z0 Z 3

DATE: 312 7,613
SURFACE WATER SAMPLING LOG
Project Name: Henderson County LF Project No./Phase No.: GL2014715721.001
Sample ID: bQ--1 Sampler(s): Johnathan Serencsics/Nicolas Teieda-Torres
Sampling Location: �Prc'- VV-a,r QGI"- c4i (dalz
Equipment: YSI, Turbidimeter
Time
R
pH
S.U.
Sp. Cond.
us/cm
'L n
Turb.
ntu
'L T"/
Dis. 02
mg/L
Temp.
oC--1
Q
ORP
my
l
Surface Water Sampling Location Sketch
091
Comments (sample methodology, weather conditions, color, silt, etc.):
-V60o&- 3-tl "U—
Signature:
�
Date: 3' ZZ 1 Z02-'S
QA/QC Sign Off: Date: 3%Z z / z'0Z?

DATE: 2, 7,120L
SURFACE WATER SAMPLING LOG
Project Name: Henderson County LF Project No./Phase No.: GL2014715721.001
Sample ID: '2. Sampler(s): Johnathan Serencsics/Nicolas Tejeda-Torres
Sampling Location: bZsld- 5 Q
Equipment: YSI, Turbidimeter
Time
pH
s.u.
Sp. Cond.
us/cm
I
Tu rb.
ntu
�•��
Dis. 02
mg/L
Temp.
oC
gyp. Li
ORP
my
_ 1611
L---T
Surface Water Sampling Location Sketch
x
•jt
v S
/
Comments (sample methodology, weather conditions, color, silt, etc.):
�Cu�e�SS'• 3'S� ,r•�o, I �
Signature:
QA/QC Sign Off:
Date: nI zi� 3
Date: 3 1 •zz1 Zc'23

DATE: V '-v' 2-0-3
SURFACE WATER SAMPLING LOG
Project Name: Henderson County LF Project No./Phase No.: GL2014715721.001
Sample ID: sV--3 Sampler(s): Johnathan Serencsics/Nicolas Teieda-Torres
Sampling Location:
Equipment:
Time
kuu
S.U.pH
L4
Sp. Cond.
us/cm
4
Turb.
ntu
Dis. OZ
mg/L
�O-Wo
Temp.
`C
ORP
my
YSI, Turbidimeter
V L
W--.3
Z'.� few - 20 &- 1kW'3- Z
Surface Water Sampling Location Sketch
)0 RM�'a 2ij
6r ANW - 2S
Comments (sample methodology, weather conditions, color, silt, etc.):
ttcz� : L1og r-,�►jc,
Signature:
e • •
Date: 3�2�i2?�Z3
Date: 3) 2y23

APPENDIX
B MARCH 2O23
WATER QUALITY MONITORING
CERTI FICATE-OF-ANALYSIS,
CHAIN -OF -CUSTODY FORMS
AND LABORATORY DATA
.y
r

•
% eurofins
Environment Testing
ANALYTICAL REPORT C
PREPARED FOR
Attn: Benjamin Draper
WSP USA Inc
5B Oak Branch Drive C
Greensboro, North Carolina 27407
Generated 4/19/2023 5:32:46 PM
JOB DESCRIPTION
Henderson County Landfills
Henderson County Spring
JOB NUMBER
752-4652-1

This report may not be reproduced except in full, and with written approval from the laboratory. The results relate only to the
samples tested. For questions please contact the Project Manager at the e-mail address or telephone number listed on this
page.
The test results in this report relate only to the samples as received by the laboratory and will meet all requirements of the
methodology, with any exceptions noted. This report shall not be reproduced except in full, without the express written
approval of the laboratory. All questions should be directed to the Eurofins Environment Testing Southeast, LLC Project
Manager.
Generated
4/19/2023 5:32:46 PM
Authorized for release by
Amanda Gaines, Project Manager
amanda.gaines(o)et.eurofinsus.com
[phone]
Eurofins Savannah is a laboratory within Eurofins Environment Testing Southeast, LLC, a company within Eurofins Environment Testing Group of Companies
Page 2 of 242 4/19/2023

Client: WSP USA Inc
Project/Site: Henderson County Landfills
Table of Contents
Laboratory Job ID: 752-4652-1
Cover Page .............................................. 1
Table of Contents .........................................
3
Definitions/Glossary.......................................
4
Case Narrative ...........................................
6
Detection Summary ........................................
11
Client Sample Results ......................................
18
Surrogate Summary .......................................
74
QC Sample Results ........................................
83
QC Association Summary ...................................
164
Lab Chronicle ............................................
181
Certification Summary ......................................
191
Method Summary .........................................
195
Sample Summary .........................................
196
Chain of Custody ..........................................
197
Receipt Checklists .........................................
227
Eurofins Raleigh
Page 3 of 242 4/19/2023

Definitions/Glossary
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Qualifiers
GC/MS VOA
Qualifier Qualifier Description
*- LCS and/or LCSD is outside acceptance limits, low biased.
*+ LCS and/or LCSD is outside acceptance limits, high biased.
*1 LCS/LCSD RPD exceeds control limits.
B Compound was found in the blank and sample.
F1 MS and/or MSD recovery exceeds control limits.
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
GC/MS Semi VOA
Job ID: 752-4652-1
Qualifier Qualifier Description
*+ LCS and/or LCSD is outside acceptance limits, high biased.
F1 MS and/or MSD recovery exceeds control limits.
GC VOA
Qualifier Qualifier Description
4 MS, MSD: The analyte present in the original sample is greater than 4 times the matrix spike concentration; therefore, control limits are not
applicable.
H Sample was prepped or analyzed beyond the specified holding time
GC Semi VOA
Qualifier Qualifier Description
�+ LCS and/or LCSD is outside acceptance limits, high biased.
*1 LCS/LCSD RPD exceeds control limits.
F1 MS and/or MSD recovery exceeds control limits.
F2 MS/MSD RPD exceeds control limits
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
p The %RPD between the primary and confirmation column/detector is >40%. The lower value has been reported.
Si- Surrogate recovery exceeds control limits, low biased.
HPLC/IC
Qualifier Qualifier Description
4 MS, MSD: The analyte present in the original sample is greater than 4 times the matrix spike concentration; therefore, control limits are not
applicable.
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
Metals
Qualifier Qualifier Description
4 MS, MSD: The analyte present in the original sample is greater than 4 times the matrix spike concentration; therefore, control limits are not
applicable.
B Compound was found in the blank and sample.
F1 MS and/or MSD recovery exceeds control limits.
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
General Chemistry
Qualifier Qualifier Description
F1 MS and/or MSD recovery exceeds control limits.
F3 Duplicate RPD exceeds the control limit
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
Glossary
Abbreviation
These commonly used abbreviations may or may not be present in this report.
a
Listed under the "D" column to designate that the result is reported on a dry weight basis
%R
Percent Recovery
CFL
Contains Free Liquid
CFU
Colony Forming Unit
CNF
Contains No Free Liquid
DER
Duplicate Error Ratio (normalized absolute difference)
Dil Fac
Dilution Factor
Eurofins Raleigh
Page 4 of 242 4/19/2023

Definitions/Glossary
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Glossary (Continued)
Abbreviation These commonly used abbreviations may or may not be present in this report.
DL Detection Limit (DoD/DOE)
DL, RA, RE, IN Indicates a Dilution, Re -analysis, Re -extraction, or additional Initial metals/anion analysis of the sample
DLC Decision Level Concentration (Radiochemistry)
EDL Estimated Detection Limit (Dioxin)
LOD Limit of Detection (DoD/DOE)
LOQ Limit of Quantitation (DoD/DOE)
MCL EPA recommended "Maximum Contaminant Level'
MDA Minimum Detectable Activity (Radiochemistry)
MDC Minimum Detectable Concentration (Radiochemistry)
MDL Method Detection Limit
ML Minimum Level (Dioxin)
MPN Most Probable Number
MQL Method Quantitation Limit
NC Not Calculated
ND Not Detected at the reporting limit (or MDL or EDL if shown)
NEG Negative / Absent
POS Positive / Present
PQL Practical Quantitation Limit
PRIES Presumptive
QC Quality Control
RER Relative Error Ratio (Radiochemistry)
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
TNTC Too Numerous To Count
Job ID: 752-4652-1
Eurofins Raleigh
Page 5 of 242 4/19/2023

Case Narrative
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Laboratory: Eurofins Raleigh
Narrative
Job ID: 752-4652-1
0
Job Narrative
752-4652-1
Comments
No additional comments.
Receipt
The samples were received on 3/21/2023 9:20 AM, 3/22/2023 10:00 AM and 3/23/2023 10:00 AM. Unless otherwise noted below, the
samples arrived in good condition, and where required, properly preserved and on ice. The temperatures of the 5 coolers at receipt time
were 1.01 C, 1.01 C, 1.00 C, 1.01 C and 1.01 C.
GC/MS VOA
Method 8260D SIM 14D: The following matrix spike duplicate (MSD) analyzed in batch 770731 was outside the method criteria for the 12
hour window by 10 minutes. The data integrity was not impacted and the data has been reported and addressed: 4501-MW8
(752-4652-3[MSD]).
Method 8260D SIM 14D: The following matrix spike (MS) and matrix spike duplicate (MSD) analyzed in batch 770731 was outside the
method criteria for the 12 hour window by 37 and 64 minutes. The data integrity was not impacted and the data has been reported and
addressed: 4501-MW11 (752-4682-4[MS]) and 4501-MW11 (752-4682-4[MSD]).
Method 8260D: The continuing calibration verification (CCV) associated with batch 752-2053 recovered above the upper control limit for
Vinyl chloride. The samples associated with this CCV were non -detects for the affected analytes; therefore, the data have been reported.
Method 8260D: The laboratory control sample and/or the laboratory control sample duplicate (LCS/LCSD) for analytical batch 752-2053
recovered outside control limits for the following analyte(s): Trichlorofluoromethane. Trichlorofluoromethane has been identified as a poor
performing analyte when analyzed using this method; therefore, re-extraction/re-analysis was not performed.
Method 8260D: The laboratory control sample (LCS) and / or laboratory control sample duplicate (LCSD) for analytical batch 752-2053
recovered outside control limits for the following analytes: Vinyl chloride. These analytes were biased high in the LCS and were not
detected in the associated samples > RL; therefore, the data have been reported.
Method 8260D: The matrix spike/matrix spike duplicate (MS/MSD) for analytical batch 752-2053 exceeded control limits for the following
analyte(s): Dichlorodifluoromethane and Trichlorofluoromethane, Note that this analyte is a known poor performer when analyzed using
this method.
Method 8260D: The 4501-MW8 (752-4652-3[MS]) and 4501-MW8 (752-4652-3[MSD]) was biased high for Vinyl chloride. The compound
was a non -detect in the samples. The data were qualified and reported.
4501-MW8 (752-4652-3[MS]) and 4501-MW8 (752-4652-3[MSD])
Method 8260D: The continuing calibration verification (CCV) associated with batch 752-2107 recovered above the upper control limit for
Vinyl chloride. Non -detections of the affected analytes are reported. Any detections are considered estimated.
Method 8260D: The continuing calibration verification (CCV) associated with batch 752-2107 recovered above the upper control limit for
Tetrahydrofuran. Non -detections of the affected analytes are reported. Any detections are considered estimated.
Method 8260D: The laboratory control sample and/or the laboratory control sample duplicate (LCS/LCSD) for analytical batch 752-2107
recovered outside control limits for the following analyte(s): Dichlorodifluoromethane and Trichlorofluoromethane.
Dichlorodifluoromethane and Trichlorofluoromethane have been identified as a poor performing analyte when analyzed using this
method; therefore, re-extraction/re-analysis was not performed.
Eurofins Raleigh
Page 6 of 242 4/19/2093

Case Narrative
Client: WSP USA Inc Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Job ID: 752-4652-1 (Continued)
Laboratory: Eurofins Raleigh (Continued) .
Method 8260D: The laboratory control sample (LCS) and / or laboratory control sample duplicate (LCSD) for analytical batch 752-2107
recovered outside control limits for the following analytes: Vinyl chloride. These analytes were biased high in the LCS and LCSD. All
non -detect data were reported. Any detections > RL are considered estimated values.
Method 8260D: The following sample was diluted to bring the concentration of target analytes within the calibration range: 4501-MW6
(752-4682-1). Elevated reporting limits (RLs) are provided.
Method 8260D: The continuing calibration verification (CCV) associated with batch 752-2066 recovered above the upper control limit for
Vinyl chloride. The samples associated with this CCV were non -detects for the affected analytes; therefore, the data have been reported.
Method 8260D: The laboratory control sample and/or the laboratory control sample duplicate (LCS/LCSD) for analytical batch 752-2066
recovered outside control limits for the following analyte(s): Trichlorofluoromethane. Trichlorofluoromethane has been identified as a poor
performing analyte when analyzed using this method; therefore, re-extraction/re-analysis was not performed.
Method 8260D: The laboratory control sample duplicate (LCSD) for analytical batch 752-2066 recovered outside control limits for the
following analytes: Vinyl chloride. These analytes were biased high in the LCSD and were not detected in the associated samples;
therefore, the data have been reported.
Method 8260D: The (LCS 752-2066/5) was biased low for: 1, 1 -Dichloroethane, 1,2-Dichloropropane, Benzene, Bromochloromethane,
Chlorobenzene, Chloroform, Styrene and trans-1,2-Dichloroethene . All compounds were detected in a reporting limit (RL) sample. All
non -detects are reported. Any detections are to be considered estimated values and are qualified.
(LCS 752-2066/5)
Method 8260D: The RPD of the laboratory control sample (LCS) and laboratory control sample duplicate (LCSD) for analytical batch
752-2066 recovered outside control limits for several compounds.
Method 8260D: The continuing calibration verification (CCV) associated with batch 752-2111 recovered outside acceptance criteria, low
biased, for Bromoform, Chloromethane and lodomethane. A reporting limit (RL) standard was analyzed, and the target analytes are
detected. Since the associated samples were non -detect for the analyte(s), the data are reported.
Method 8260D: The method blank associated with analytical batch 752-2111 contained Chloroform greater than one-half the reporting limit
(RL). The samples were not re -analyzed because there out of holding time. The sample results have been qualified and reported.
Method 8260D: The method blank for 752-2118 contained Chloroform above the reporting limit (RL). None of the samples associated
with this method blank contained the target compound; therefore, re -extraction and/or re -analysis of samples were not performed.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
GC/MS Semi VOA
Methods 3510C, CWA_Prep: The following samples listed formed emulsions during the extraction procedure: 4501-MW5 (Background)
(752-4652-2), 4501-MW8 (752-4652-3), 4501-MW8 (752-4652-3[MS]), 4501-MW8 (752-4652-3[MSD]), 4501-MW6 (752-4682-1) and
4501-MW7 (752-4682-2). The emulsions were broken up using Sodium Sulfate.
Methods 3510C, 608: The following samples listed formed emulsions during the extraction procedure: 4501-MW6 (752-4682-1) and
4501-MW7 (752-4682-2). The emulsions were broken up using Sodium Sulfate.
Method 8270D: The continuing calibration verification (CCV) analyzed in batch 680-769649 was outside the method criteria for the
following surrogate: 2,4,6-Tribromophenol (Surr). The affected surrogate was however within the method defined surrogate control limits
in the CCV. All associated batch QC and samples were also within control limits for this surrogate.
Method 8270D: The continuing calibration verification (CCV) associated with batch 680-769649 recovered above the upper control limit for
Eurofins Raleigh
Page 7 of 242 4/19/2093

Case Narrative
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1 (Continued)
Job ID: 752-4652-1
Laboratory: Eurofins Raleigh (Continued) a2,4-Dinitrophenol, 2-Nitroaniline, 2-Nitrophenol and 4,6-Dinitro-2-methylphenol. The samples associated with this CCV were non -detects
for the affected analytes; therefore, the data have been reported.
Method 8270D: The laboratory control sample (LCS) for preparation batch 680-769544 and analytical batch 680-769649 recovered outside
control limits for the following analyte: 2,4-Dinitrophenol. This analyte was biased high in the LCS and was not detected in the associated
samples; therefore, the data have been reported.
Methods 8270D, 8270E: The continuing calibration verification (CCV) analyzed in batch 680-769934 was outside the method criteria for the
following surrogates: 2,4,6-Tribromophenol (Surr), 2-Fluorophenol (Surr) and Terphenyl-d14 (Surr). The affected surrogates were however
within the method defined surrogate control limits in the CCV. All associated batch QC and samples were also within control limits for
these surrogates.
Methods 8270D, 8270E: The continuing calibration verification (CCV) associated with batch 680-769934 recovered above the upper
control limit for 2,4-Dinitrophenol, 2-Nitrophenol, 4,6-Dinitro-2-methylphenol, 4-Nitrophenol and Butyl benzyl phthalate. The samples
associated with this CCV were non -detects for the affected analytes; therefore, the data have been reported.
Methods 8270D, 8270E: The continuing calibration verification (CCV) analyzed in batch 680-769934 was outside the method criteria for the
following analyte(s): Hexachlorocyclopentadiene. A CCV standard at or below the reporting limit (RL) was analyzed with the affected
samples and found to be acceptable. As indicated in the reference method, sample analysis may proceed; however, any detection for the
affected analyte(s) is considered estimated.
Methods 8270D, 8270E: The laboratory control sample (LCS) and / or laboratory control sample duplicate (LCSD) for preparation batch
680-769804 and analytical batch 680-769934 recovered outside control limits for the following analytes: 2,4-Dinitrophenol and
4,6-Dinitro-2-methylphenol. These analytes were biased high in the LCS and were not detected in the associated samples; therefore, the
data have been reported.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page
HPLC/IC
Methods 300.0, 9056A: The method blank for analytical batch 680-771548 contained sulfate above the method detection limit (MDL).
Associated sample(s) were not re -analyzed because results were greater than 10X the value found in the method blank.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
GC VOA
Method RSK-175: The following sample(s) was analyzed outside of analytical holding time due to failure of instruments auto -sampler.
4501-AMW1S (752-4652-1), 4501-MW5 (Background) (752-4652-2), 4501-MW8 (752-4652-3), 4501-MW8 (752-4652-3[MS]) and
4501-MW8 (752-4652-3[MSD]).
Method RSK-175: The following samples were analyzed outside of analytical holding time due to needing a dilution: 4501-MW8
(752-4652-3), 4501-MW8 (752-4652-3[MS]) and 4501-MW8 (752-4652-3[MSD]).
Method RSK-175: Reanalysis of the following sample was performed outside of the analytical holding time due to needing a dilution:
4501-Old MW2 (752-4682-7).
Method RSK-175: Due to the high concentration of Co2, the matrix spike / matrix spike duplicate (MS/MSD) for analytical batch 200-189761
could not be evaluated for accuracy and precision. The associated laboratory control sample (LCS) met acceptance criteria.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
Eurofins Raleigh
Page 8 of 242 4/19/2093

Case Narrative
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1 (Continued)
Job ID: 752-4652-1
Laboratory: Eurofins Raleigh (Continued)
GC Semi VOA I
Methods 8081 B, 8081 B/8082A: The laboratory control sample (LCS) for preparation batch 680-769227 and analytical batch 680-769499
recovered outside control limits for the following analytes: beta-BHC, delta-BHC and Endrin. These analytes were biased high in the LCS
and were not detected in the associated samples; therefore, the data have been reported.
Methods 8081 B, 8081 B/8082A: Two surrogates are used for this analysis. The laboratory's SOP allows one of these surrogates to be
outside acceptance criteria without performing re-extraction/re-analysis. The following sample contained an allowable number of
surrogate compounds outside limits: (LCSD 680-769585/6-A). These results have been reported and qualified.
Methods 8081 B, 8081 B/8082A: The RPD of the laboratory control sample (LCS) and laboratory control sample duplicate (LCSD) for
preparation batch 680-769585 and analytical batch 680-769834 recovered outside control limits for the following analytes:
<AffectedAnalytes>.
Method 8151A: Surrogate recovery was outside acceptance limits for the following matrix spike/matrix spike duplicate (MS/MSD) sample:
4501-MW11 (752-4682-4[MSD]). The parent sample's surrogate recovery was within limits. The MS/MSD sample has been qualified and
reported
Method 8151A: The matrix spike / matrix spike duplicate (MS/MSD) recoveries and precision for preparation batch 680-769824 and
analytical batch 680-770343 were outside control limits.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
Metals
Method 7470A: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for preparation batch 680-769300 and analytical batch
680-769538 were outside control limits for one or more analytes, see QC Sample Results for detail. Sample matrix interference is
suspected because the associated laboratory control sample (LCS) recovery is within acceptance limits.
Method 7470A: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for preparation batch 680-770494 and analytical batch
680-770613 were outside control limits for one or more analytes, see QC Sample Results for detail. Sample matrix interference is
suspected because the associated laboratory control sample (LCS) recovery is within acceptance limits.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
General Chemistry
Methods 376.1, SM 4500 S2 F: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for analytical batch 680-769240 were outside
control limits for one or more analytes, see QC Sample Results for detail. Sample matrix interference and/or non -homogeneity are
suspected because the associated laboratory control sample (LCS) recovery is within acceptance limits.
Methods 310.1, SM 2320B: The sample duplicate precision for the following sample associated with analytical batch 680-769846 was
outside control limits: (680-232426-C-1 DU). The associated Laboratory Control Sample / Laboratory Control Sample Duplicate
(LCS/LCSD) precision met acceptance criteria.
Methods 335.4, 9012A, 9012B, SM 4500 CN E: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for preparation batch
680-770468 and analytical batch 680-770561 were outside control limits for one or more analytes, see QC Sample Results for detail.
Sample matrix interference and/or non -homogeneity are suspected because the associated laboratory control sample (LCS) recovery is
within acceptance limits.
Methods 353.2, SM4500 NO2 F: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for analytical batch 752-1984 were outside
control limits for one or more analytes, see QC Sample Results for detail. Sample matrix interference and/or non -homogeneity are
suspected because the associated laboratory control sample (LCS) recovery is within acceptance limits.
Methods 353.2, SM 4500 NO3 F: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for analytical batch 752-1986 were outside
control limits for one or more analytes, see QC Sample Results for detail. Sample matrix interference and/or non -homogeneity are
suspected because the associated laboratory control sample (LCS) recovery is within acceptance limits.
Eurofins Raleigh
Page 9 of 242 4/19/2093

Case Narrative C
Client: WSP USA Inc Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Job ID: 752-4652-1 (Continued)
Laboratory: Eurofins Raleigh (Continued)
Method SM 2540C: TDS/Conductivity ratio out of range
4501-MW10 (752-4682-3)
Method SM 254OC: The sample duplicate precision for the following sample associated with analytical batch 752-1940 was outside
control limits: 4501-MW12 (752-4682-5) and (752-4682-C-5 DU). The associated Laboratory Control Sample / Laboratory Control Sample
Duplicate (LCS/LCSD) precision met acceptance criteria.
Method SM 2540C: TDS/Conductivity ratio out of range.
4501-MW13 (752-4682-6), (752-4682-C-4 DU) and (752-4682-C-5 DU)
Methods 353.2, SM4500 NO2 F: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for analytical batch 752-2027 were outside
control limits for one or more analytes, see QC Sample Results for detail. Sample matrix interference and/or non -homogeneity are
suspected because the associated laboratory control sample (LCS) recovery is within acceptance limits.
Method 353.2: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for analytical batch 752-2034 were outside control limits for
one or more analytes, see QC Sample Results for detail. Sample matrix interference and/or non -homogeneity are suspected because the
associated laboratory control sample (LCS) recovery is within acceptance limits.
Methods 353.2, SM 4500 NO3 F: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for analytical batch 752-2160 were outside
control limits for one or more analytes, see QC Sample Results for detail. Sample matrix interference and/or non -homogeneity are
suspected because the associated laboratory control sample (LCS) recovery is within acceptance limits.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
Organic Prep
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
VOA Prep
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
Eurofins Raleigh
Page 10 of 242 4/19/2093

Detection Summary
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-AMW1S
Lab Sample ID: 752-4652-1
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
1.20
0.500
0.320
ug/L
1
8260 SIM
Total/NA
Benzene
0.226
J
1.00
0.150
ug/L
1
8260D
Total/NA
Chlorobenzene
0.789
J
1.00
0.170
ug/L
1
8260D
Total/NA
Carbon dioxide
297000
H
10000
5000
ug/L
1
RSK-175
Total/NA
Methane
257
2.00
1.20
ug/L
1
RSK-175
Total/NA
Sulfate
10.5
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
21.8
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Iso-Pentanoic Acid
9.00
5.00
1.80
mg/L
10
VFA-HPLC
Total/NA
Barium
228
10.0
4.40
ug/L
1
6010D
Total
Recoverable
Beryllium
0.570
J
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Cadmium
1.27
J
5.00
0.440
ug/L
1
6010D
Total
Recoverable
Chromium
1.32
J
10.0
1.10
ug/L
1
6010D
Total
Recoverable
Cobalt
5.58
J
10.0
1.40
ug/L
1
6010D
Total
Recoverable
Vanadium
3.32
J
10.0
1.00
ug/L
1
6010D
Total
Recoverable
Thallium
0.280
J
1.00
0.260
ug/L
1
6020B
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
64.5
5.00
2.20
mg/L
1
2320E-2011
Total/NA
Nitrate as N
0.329
0.100
0.0250
mg/L
1
353.2
Total/NA
Nitrate Nitrite as N
0.329
0.100
0.0410
mg/L
1
353.2
Total/NA
Total Non-purgeable Organic Carbon
2.36
1.00
0.500
mg/L
1
5310 B-2011
Total/NA
Oxygen Demand
24.8
10.0
10.0
mg/L
1
SM 5220D
Total/NA
LChemical
Client Sample ID: 4501-MW5
(Background)
Lab Sample ID: 752-4652-2
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
Carbon dioxide
62100
H
10000
5000
ug/L
1
RSK-175
Total/NA
Methane
4.67
2.00
1.20
ug/L
1
RSK-175
Total/NA
Sulfate
31.3
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
2.53
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Acetic acid
3.70
J
5.00
1.80
mg/L
10
VFA-HPLC
Total/NA
Iso-Pentanoic Acid
3.60
J
5.00
1.80
mg/L
10
VFA-HPLC
Total/NA
Barium
23.3
10.0
4.40
ug/L
1
6010D
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
34.8
5.00
2.20
mg/L
1
2320B-2011
Total/NA
Cyanide, Total
0.00402
J
0.0100
0.00250
mg/L
1
9012B
Total/NA
Chemical Oxygen Demand
12.2
10.0
10.0
mg/L
1
SM 5220D
Total/NA
Client Sample ID: 4501-MW8
Lab Sample ID: 752-4652-3
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
0.541
0.500
0.320
ug/L
1
8260 SIM
Total/NA
Methane
223
2.00
1.20
ug/L
1
RSK-175
Total/NA
Carbon dioxide - DL
407000
H
2O000
10000
ug/L
2
RSK-175
Total/NA
gamma-BHC (Lindane)
0.00791
J p
0.0488
0.000976
ug/L
1
8081B
Total/NA
Sulfate
11.4
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
39.7
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Barium
581
10.0
4.40
ug/L
1
6010D
Total
Recoverable
This Detection Summary does not include radiochemical test results.
Eurofins Raleigh
Page 11 of 242 4/19/2023

Detection Summary
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW8
(Continued)
Lab Sample ID: 752-4652-3
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
Cobalt
14.4
10.0
1.40
ug/L
1
6010D
Total
Recoverable
Mercury
1.04
F1
0.200
0.0800
ug/L
1
7470A
Total/NA
Alkalinity as CaCO3 to pH 4.5
563
5.00
2.20
mg/L
1
2320E-2011
Total/NA
Total Non-purgeable Organic Carbon
28.0
1.00
0.500
mg/L
1
5310 B-2011
Total/NA
Cyanide, Total
0.00841
J F1
0.0100
0.00250
mg/L
1
9012E
Total/NA
Biochemical Oxygen Demand
3.83
2.00
2.00
mg/L
1
SM 5210B
Total/NA
Chemical Oxygen Demand
113
10.0
10.0
mg/L
1
SM 5220D
Total/NA
Client Sample ID: 4501-MW6
Lab Sample ID: 752-4682-1 C
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
21.6
0.500
0.320
ug/L
1
8260 SIM
Total/NA
Acetone
288
100
50.0
ug/L
5
8260D
Total/NA
Benzene
1.64
J
5.00
0.750
ug/L
5
8260D
Total/NA
cis-1,2-Dichloroethene
0.974
J
5.00
0.750
ug/L
5
8260D
Total/NA
Carbon dioxide
394000
10000
5000
ug/L
1
RSK-175
Total/NA
Methane
8320
2.00
1.20
ug/L
1
RSK-175
Total/NA
Chloride
98.9
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Acetic acid
25.1
5.00
1.80
mg/L
10
VFA-HPLC
Total/NA
Iso-Pentanoic Acid
33.2
5.00
1.80
mg/L
10
VFA-HPLC
Total/NA
Lactic Acid/HIBA (2-Hydroxyisobutyic
19.9
5.00
1.30
mg/L
10
VFA-HPLC
Total/NA
acid)
Barium
185
10.0
4.40
ug/L
1
6010D
Total
Recoverable
Beryllium
0.910
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Chromium
2.15
J
10.0
1.10
ug/L
1
6010D
Total
Recoverable
Cobalt
2.12
J
10.0
1.40
ug/L
1
6010D
Total
Recoverable
Copper
8.05
J
20.0
3.20
ug/L
1
6010D
Total
Recoverable
Nickel
5.35
J
40.0
3.30
ug/L
1
6010D
Total
Recoverable
Vanadium
5.52
J
10.0
1.00
ug/L
1
6010D
Total
Recoverable
Zinc
19.3
J
20.0
8.70
ug/L
1
6010D
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
232
5.00
2.20
mg/L
1
2320E-2011
Total/NA
Total Non-purgeable Organic Carbon
22.2
1.00
0.500
mg/L
1
5310 B-2011
Total/NA
Cyanide, Total
0.00591
J
0.0100
0.00250
mg/L
1
9012E
Total/NA
Biochemical Oxygen Demand
13.7
6.00
6.00
mg/L
1
SM 5210B
Total/NA
Chemical Oxygen Demand
71.1
10.0
10.0
mg/L
1
SM 5220D
Total/NA
Client Sample ID: 4501-MW7
Lab Sample ID: 752-4682-2
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
19.4
0.500
0.320
ug/L
1
8260 SIM
Total/NA
1,2,4-Trichlorobenzene
1.14
1.00
0.140
ug/L
1
8260D
Total/NA
1,2-Dichlorobenzene
0.691
J
1.00
0.190
ug/L
1
8260D
Total/NA
1,4-Dichlorobenzene
10.2
1.00
0.190
ug/L
1
8260D
Total/NA
Benzene
0.994
J
1.00
0.150
ug/L
1
8260D
Total/NA
Chlorobenzene
7.60
1.00
0.170
ug/L
1
8260D
Total/NA
This Detection Summary does not include radiochemical test results.
Page 12 of 242
Eurofins Raleigh
4/19/2023

Detection Summary
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW7 (Continued)
Lab Sample ID: 752-4682-2
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
cis-1,2-Dichloroethene
2.40
1.00
0.150
ug/L
1
8260D
Total/NA
Methylene Chloride
0.267
J
1.00
0.230
ug/L
1
8260D
Total/NA
Vinyl chloride
0.805
J .+
1.00
0.320
ug/L
1
8260D
Total/NA
Carbon dioxide
387000
10000
5000
ug/L
1
RSK-175
Total/NA
Methane
273
2.00
1.20
ug/L
1
RSK-175
Total/NA
Heptachlor epoxide
0.00911
J p
0.0475
0.00190
ug/L
1
8081 B
Total/NA
Sulfate
2.04
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
103
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Acetic acid
7.80
5.00
1.80
mg/L
10
VFA-HPLC
Total/NA
Iso-Pentanoic Acid
12.5
5.00
1.80
mg/L
10
VFA-HPLC
Total/NA
Lactic Acid/HIBA (2-Hydroxyisobutyic
12.5
5.00
1.30
mg/L
10
VFA-HPLC
Total/NA
acid)
Barium
575
10.0
4.40
ug/L
1
6010D
Total
Recoverable
Beryllium
1.19
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Cadmium
0.500
J
5.00
0.440
ug/L
1
6010D
Total
Recoverable
Cobalt
2.24
J
10.0
1.40
ug/L
1
6010D
Total
Recoverable
Thallium
0.265
J
1.00
0.260
ug/L
1
60206
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
265
5.00
2.20
mg/L
1
2320B-2011
Total/NA
Total Non-purgeable Organic Carbon
4.88
1.00
0.500
mg/L
1
5310 B-2011
Total/NA
Cyanide, Total
0.00344
J
0.0100
0.00250
mg/L
1
9012B
Total/NA
Chemical Oxygen Demand
41.6
10.0
10.0
mg/L
1
SM 5220D
Total/NA
Client Sample ID: 4501-MW10
Lab Sample ID: 752-4682-3
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
Chloride
2.28
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Beryllium
1.08
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Copper
3.86
J
20.0
3.20
ug/L
1
6010D
Total
Recoverable
Manganese
6.43
J
10.0
1.30
ug/L
1
6010D
Total
Recoverable
Vanadium
1.38
J
10.0
1.00
ug/L
1
6010D
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
26.7
5.00
2.20
mg/L
1
2320E-2011
Total/NA
Client Sample ID: 4501-MW11
Lab Sample ID: 752-4682-4
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
1.98
0.500
0.320
ug/L
1
8260 SIM
Total/NA
Benzene
0.499
J
1.00
0.150
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
0.438
J
1.00
0.150
ug/L
1
8260D
Total/NA
Sulfate
172
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
18.2
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Barium
68.4
10.0
4.40
ug/L
1
6010D
Total
Recoverable
Beryllium
1.13
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Cobalt
2.77
J
10.0
1.40
ug/L
1
6010D
Total
Recoverable
This Detection Summary does not include radiochemical test results.
Page 13 of 242
Eurofins Raleigh
4/19/2023

Detection Summary
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW11
(Continued)
Lab Sample ID: 752-4682-4
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
Iron
3610
100
20.0
ug/L
1
6010D
Total
Recoverable
Manganese
7660
10.0
1.30
ug/L
1
6010D
Total
Recoverable
Vanadium
1.70
J
10.0
1.00
ug/L
1
6010D
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
319
5.00
2.20
mg/L
1
2320E-2011
Total/NA
Total Dissolved Solids
610
50.0
50.0
mg/L
1
SM 2540C
Total/NA
Client Sample ID: 4501-MW12
Lab Sample ID: 752-4682-5
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
1.18
0.500
0.320
ug/L
1
8260 SIM
Total/NA
Benzene
0.368
J
1.00
0.150
ug/L
1
8260D
Total/NA
Chloromethane
0.908
J
1.00
0.130
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
0.875
J
1.00
0.150
ug/L
1
8260D
Total/NA
Vinyl chloride
1.04
*+
1.00
0.320
ug/L
1
8260D
Total/NA
Sulfate
36.0
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
44.3
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Barium
20.6
10.0
4.40
ug/L
1
6010D
Total
Recoverable
Beryllium
1.02
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Iron
48.6
J
100
20.0
ug/L
1
6010D
Total
Recoverable
Manganese
914
10.0
1.30
ug/L
1
6010D
Total
Recoverable
Vanadium
1.74
J
10.0
1.00
ug/L
1
6010D
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
152
5.00
2.20
mg/L
1
2320E-2011
Total/NA
Total Dissolved Solids
274
50.0
50.0
mg/L
1
SM 2540C
Total/NA
Client Sample ID: 4501-MW13
Lab Sample ID: 752-4682-6
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
3.55
0.500
0.320
ug/L
1
8260 SIM
Total/NA
Benzene
0.255
J
1.00
0.150
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
1.45
1.00
0.150
ug/L
1
8260D
Total/NA
Tetrahydrofuran
13.8
1.00
0.530
ug/L
1
8260D
Total/NA
Vinyl chloride
0.596
J *+
1.00
0.320
ug/L
1
8260D
Total/NA
2,4-D
0.173
J p
1.03
0.168
ug/L
1
8151A
Total/NA
Sulfate
27.7
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
19.9
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Barium
17.6
10.0
4.40
ug/L
1
6010D
Total
Recoverable
Beryllium
0.840
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Cobalt
4.34
J
10.0
1.40
ug/L
1
6010D
Total
Recoverable
Iron
1510
100
20.0
ug/L
1
6010D
Total
Recoverable
Manganese
831
10.0
1.30
ug/L
1
6010D
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
136
5.00
2.20
mg/L
1
2320B-2011
Total/NA
Total Dissolved Solids
472
100
100
mg/L
1
SM 2540C
Total/NA
This Detection Summary does not include radiochemical test results.
Eurofins Raleigh
Page 14 of 242 4/19/2023

Detection Summary
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-Old
MW2
Lab Sample ID: 752-4682-7
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,1-Dichloroethane
0.248
J
1.00
0.130
ug/L
1
8260D
Total/NA
Methane
92.3
2.00
1.20
ug/L
1
RSK-175
Total/NA
Carbon dioxide - DL
744000
H
40000
20000
ug/L
4
RSK-175
Total/NA
Sulfate
2.76
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
34.3
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Acetic acid
6.60
5.00
1.80
mg/L
10
VFA-HPLC
Total/NA
Iso-Pentanoic Acid
5.19
5.00
1.80
mg/L
10
VFA-HPLC
Total/NA
Alkalinity as CaCO3 to pH 4.5
175
5.00
2.20
mg/L
1
2320B-2011
Total/NA
Total Non-purgeable Organic Carbon
2.88
1.00
0.500
mg/L
1
5310 B-2011
Total/NA
Client Sample ID: 4501-AMW2S
Lab Sample ID: 752-4748-1
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
2.67
0.500
0.320
ug/L
1
8260 SIM
Total/NA
1,1-Dichloroethane
0.409
J
1.00
0.130
ug/L
1
8260D
Total/NA
1,4-Dichlorobenzene
0.715
J
1.00
0.190
ug/L
1
8260D
Total/NA
Benzene
0.189
J
1.00
0.150
ug/L
1
8260D
Total/NA
Chlorobenzene
0.677
J
1.00
0.170
ug/L
1
8260D
Total/NA
Chloroform
0.315
J B
1.00
0.180
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
0.273
J
1.00
0.150
ug/L
1
8260D
Total/NA
Methylene Chloride
0.308
J B
1.00
0.230
ug/L
1
8260D
Total/NA
Carbon dioxide
147000
10000
5000
ug/L
1
RSK-175
Total/NA
Methane
34.7
2.00
1.20
ug/L
1
RSK-175
Total/NA
Sulfate
0.621
J
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
17.4
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Iso-Pentanoic Acid
2.55
J
5.00
1.80
mg/L
10
VFA-HPLC
Total/NA
Lactic Acid/HIBA (2-Hydroxyisobutyic
3.04
J
5.00
1.30
mg/L
10
VFA-HPLC
Total/NA
acid)
Beryllium
0.550
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
106
5.00
2.20
mg/L
1
2320B-2011
Total/NA
Total Non-purgeable Organic Carbon
1.02
1.00
0.500
mg/L
1
5310 B-2011
Total/NA
Client Sample ID: 4501-Field
Blank
Lab Sample ID: 752-4749-1
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
Acetone
10.0
J
20.0
10.0
ug/L
1
8260D
Total/NA
Chloroform
0.260
J B
1.00
0.180
ug/L
1
8260D
Total/NA
Methylene Chloride
0.362
J B
1.00
0.230
ug/L
1
8260D
Total/NA
Beryllium
0.640
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Cyanide, Total
0.00445
J
0.0100
0.00250
mg/L
1
9012B
Total/NA
Client Sample ID: 4501-AMW1D
Lab Sample ID: 752-4750-1
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
12.2
0.500
0.320
ug/L
1
8260 SIM
Total/NA
1,1-Dichloroethane
0.239
J*-*1
1.00
0.130
ug/L
1
8260D
Total/NA
1,2-Dichlorobenzene
0.538
J *1
1.00
0.190
ug/L
1
8260D
Total/NA
1,4-Dichlorobenzene
3.70
*1
1.00
0.190
ug/L
1
8260D
Total/NA
Benzene
1.05
*- *1
1.00
0.150
ug/L
1
8260D
Total/NA
Chlorobenzene
9.73
*- *1
1.00
0.170
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
0.878
J *1 B
1.00
0.150
ug/L
1
8260D
Total/NA
This Detection Summary does not include radiochemical test results.
Eurofins Raleigh
Page 15 of 242 4/19/2023

Detection Summary
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-AMW1D (Continued)
Lab
Sample ID: 752-4750-1
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac
D Method
Prep Type
Barium
14.2
10.0
4.40
ug/L
1
6010D
Total
Recoverable
Beryllium
0.570
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Client Sample ID: 4501-AMW2D
Lab
Sample ID: 752-4750-2
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac
D Method
Prep Type
1,4-Dioxane
1.38
0.500
0.320
ug/L
1
8260 SIM
Total/NA
1,1-Dichloroethane
0.331
J*-*1
1.00
0.130
ug/L
1
8260D
Total/NA
Beryllium
0.510
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Client Sample ID: 4501-BR1
Lab
Sample ID: 752-4750-3
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac
D Method
Prep Type
1,4-Dioxane
0.794
0.500
0.320
ug/L
1
8260 SIM
Total/NA
Chloroform
0.244
J B
1.00
0.180
ug/L
1
8260D
Total/NA
Barium
29.3
10.0
4.40
ug/L
1
6010D
Total
Recoverable
Beryllium
0.590
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Vanadium
1.06
J
10.0
1.00
ug/L
1
6010D
Total
Recoverable
Client Sample ID: 4501-BR2
Lab
Sample ID: 752-4750-4
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac
D Method
Prep Type
1,4-Dioxane
7.78
0.500
0.320
ug/L
1
8260 SIM
Total/NA
1,2-Dichlorobenzene
0.323
J
1.00
0.190
ug/L
1
8260D
Total/NA
1,4-Dichlorobenzene
1.29
1.00
0.190
ug/L
1
8260D
Total/NA
Chlorobenzene
0.541
J
1.00
0.170
ug/L
1
8260D
Total/NA
Chloroform
0.280
J B
1.00
0.180
ug/L
1
8260D
Total/NA
Methylene Chloride
0.486
J B
1.00
0.230
ug/L
1
8260D
Total/NA
Barium
178
10.0
4.40
ug/L
1
6010D
Total
Recoverable
Beryllium
0.530
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Cobalt
2.36
J
10.0
1.40
ug/L
1
6010D
Total
Recoverable
Client Sample ID: 4501-BR3
Lab
Sample ID: 752-4750-5
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac
D Method
Prep Type
1,4-Dioxane
0.989
0.500
0.320
ug/L
1
8260 SIM
Total/NA
Chlorobenzene
0.210
J
1.00
0.170
ug/L
1
8260D
Total/NA
Chloroform
0.293
J B
1.00
0.180
ug/L
1
8260D
Total/NA
Methylene Chloride
0.256
J B
1.00
0.230
ug/L
1
8260D
Total/NA
Barium
219
10.0
4.40
ug/L
1
6010D
Total
Recoverable
Beryllium
0.930
J B
4.00
0.300
ug/L
1
6010D
Total
Recoverable
Cadmium
1.07
J
5.00
0.440
ug/L
1
6010D
Total
Recoverable
Cobalt
3.22
J
10.0
1.40
ug/L
1
6010D
Total
Recoverable
This Detection Summary does not include radiochemical test results.
Page 16 of 242
Eurofins Raleigh
4/19/2023

Detection Summary
Client: WSP USA Inc Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-BR3 (Continued) Lab Sample ID: 752-4750-5
Analyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type
Nickel 6.16 J 40.0 3.30 ug/L 1 6010D Total
Recoverable
Zinc 39.7 20.0 8.70 ug/L 1 6010D Total
Recoverable
Client Sample ID: 4501-SW1
Lab Sample ID: 752-4750-6
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D Method Prep Type
1,4-Dioxane
1.63
0.500
0.320
ug/L
1 8260 SIM Total/NA
Chloroform
0.223
J B
1.00
0.180
ug/L
1 8260D Total/NA
Barium
35.0
10.0
4.40
ug/L
1 6010D Total
Recoverable
Beryllium
0.570
J B
4.00
0.300
ug/L
1 6010D Total
Recoverable
Zinc
12.6
J
20.0
8.70
ug/L
1 601OD Total
Recoverable
Client Samplf
Analyte
Chloroform
Methylene Chloride
Barium
Beryllium
Copper
Silver
ID: 4501-MW9
Result
Qualifier
RL
MDL
Unit
0.262
J B
1.00
0.180
ug/L
0.294
J B
1.00
0.230
ug/L
86.8
10.0
4.40
ug/L
1.89
J B
4.00
0.300
ug/L
14.8
J
20.0
3.20
ug/L
1.59
J
10.0
1.50
ug/L
V 11011L %20111 PM ILJ. "FJLI 1-1111J UIQI II%
Analyte Result Qualifier RL MDL Unit
Chloroform 0.503 J B 1.00 0.180 ug/L
Methylene Chloride 0.470 J B 1.00 0.230 ug/L
This Detection Summary does not include radiochemical test results.
Lab Sample ID: 752-4750-7
Dil Fac
D Method
Prep Type
1
8260D
Total/NA
1
8260D
Total/NA
1
6010D
Total
Recoverable
1
6010D
Total
Recoverable
1
6010D
Total
Recoverable
1
6010D
Total
Recoverable
Lab Sample ID: 752-4750-8
Dil Fac D Method Prep Type
1 8260D Total/NA
1 8260D Total/NA
Eurofins Raleigh
Page 17 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-AMW1S Lab Sample ID: 752-4652-1
Date Collected: 03/20/23 15:54 Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte Result Qualifier RL
1,4-Dioxane 1.20 0.500
Surrogate %Recovery Qualifier Limits
4-Bromofluorobenzene (Surr) 76 70 - 130
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.170
1.00
1,1,1-Trichloroethane
<0.120
1.00
1,1,2,2-Tetrachloroethane
<0.280
1.00
1,1,2-Trichloroethane
<0.140
1.00
1,1-Dichloroethane
<0.130
1.00
1,1-Dichloroethene
<0.210
1.00
1,2,3-Trichloropropane
<0.490
1.00
1,2-Dibromo-3-Chloropropane
<0.480
1.00
1,2-Dibromoethane
<0.660
1.00
1,2-Dichlorobenzene
<0.190
1.00
1,2-Dichloroethane
<0.210
1.00
1,2-Dichloropropane
<0.100
1.00
1,4-Dichlorobenzene
<0.190
1.00
2-Butanone (MEK)
<10.0
20.0
2-Hexanone
<0.880
5.00
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
Acetone
<10.0
20.0
Acrylonitrile
<3.50
10.0
Benzene
0.226 J
1.00
Bromochloromethane
<0.480
1.00
Bromodichloromethane
<0.170
1.00
Bromoform
<0.220
1.00
Bromomethane
<0.140
1.00
Carbon disulfide
<1.50
5.00
Carbon tetrachloride
<0.170
1.00
Chlorobenzene
0.789 J
1.00
Chloroethane
<0.230
1.00
Chloroform
<0.180
1.00
Chloromethane
<0.130
1.00
cis-1,2-Dichloroethene
<0.150
1.00
cis-1,3-Dichloropropene
<0.200
1.00
Dibromochloromethane
<0.170
1.00
Dibromomethane
<0.270
1.00
Ethylbenzene
<0.130
1.00
lodomethane
<1.70
5.00
Methylene Chloride
<0.230
1.00
Styrene
<0.110
1.00
Tetrachloroethene
<0.170
1.00
Toluene
<0.140
1.00
trans- 1,2-Dichloroethene
<0.210
1.00
trans- 1,3-Dichloropropene
<0.150
1.00
trans- 1,4-Dichloro-2-butene
<0.700
1.00
Trichloroethene
<0.150
1.00
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.320
ug/L
03/31/2314:53
1
•
Prepared
Analyzed
Dil Fac
03/31/23 14:53
1
MDL
Unit
D Prepared
Analyzed
Dil Fac
C
0.170
ug/L
04/01/23 00:36
1
0.120
ug/L
04/01/23 00:36
1
0.280
ug/L
04/01/23 00:36
1
0.140
ug/L
04/01/23 00:36
1
0.130
ug/L
04/01/23 00:36
1
0.210
ug/L
04/01/23 00:36
1
0.490
ug/L
04/01/23 00:36
1
0.480
ug/L
04/01/23 00:36
1
0.660
ug/L
04/01/23 00:36
1
0.190
ug/L
04/01/23 00:36
1
0.210
ug/L
04/01/23 00:36
1
0.100
ug/L
04/01/23 00:36
1
0.190
ug/L
04/01/23 00:36
1
10.0
ug/L
04/01/23 00:36
1
0.880
ug/L
04/01/23 00:36
1
1.10
ug/L
04/01/23 00:36
1
10.0
ug/L
04/01/23 00:36
1
3.50
ug/L
04/01/23 00:36
1
0.150
ug/L
04/01/23 00:36
1
0.480
ug/L
04/01/23 00:36
1
0.170
ug/L
04/01/23 00:36
1
0.220
ug/L
04/01/23 00:36
1
0.140
ug/L
04/01/23 00:36
1
1.50
ug/L
04/01/23 00:36
1
0.170
ug/L
04/01/23 00:36
1
0.170
ug/L
04/01/23 00:36
1
0.230
ug/L
04/01/23 00:36
1
0.180
ug/L
04/01/23 00:36
1
0.130
ug/L
04/01/23 00:36
1
0.150
ug/L
04/01/23 00:36
1
0.200
ug/L
04/01/23 00:36
1
0.170
ug/L
04/01/23 00:36
1
0.270
ug/L
04/01/23 00:36
1
0.130
ug/L
04/01/23 00:36
1
1.70
ug/L
04/01/23 00:36
1
0.230
ug/L
04/01/23 00:36
1
0.110
ug/L
04/01/23 00:36
1
0.170
ug/L
04/01/23 00:36
1
0.140
ug/L
04/01/23 00:36
1
0.210
ug/L
04/01/23 00:36
1
0.150
ug/L
04/01/23 00:36
1
0.700
ug/L
04/01/23 00:36
1
0.150
ug/L
04/01/23 00:36
1
Eurofins Raleigh
Page 18 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-AMW1S Lab Sample ID: 752-4652-1
Date Collected: 03/20/23 15:54 Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Trichlorofluoromethane
<0.240 *+
1.00
0.240
ug/L
04/01/23 00:36
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
04/01/23 00:36
1
�.
Vinyl chloride
<0.320 *+
1.00
0.320
ug/L
04/01/23 00:36
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
04/01/23 00:36
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
114
53 - 136
04101123 00736
1
Dibromofluoromethane (Surr)
104
67- 129
04101123 00:36
1
Toluene-d8 (Surr)
102
59 - 134
04101123 00:36
1
Method: RSK-175 - Dissolved
Gases (GC)
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Carbon dioxide
297000 H
10000
5000
ug/L
03/28/23 07:58
1
Ethane
<1.70
4.00
1.70
ug/L
03/29/2314:10
1
Ethene
<1.60
3.00
1.60
ug/L
03/29/2314:10
1
Methane
257
2.00
1.20
ug/L
03/29/2314:10
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
C
Acetylene
84
50 - 150
03/29/23 14:10
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Sulfate
10.5
1.00
0.400
mg/L
04/05/23 21:07
1
Chloride
21.8
0.500
0.200
mg/L
04/05/23 21:07
1
Method: Lab SOP VFA-HPLC - Volatile Fatty Acids (HPLC/UV)
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Acetic acid
<1.80
5.00
1.80
mg/L
03/29/23 19:50
10
Butyric acid
<0.890
5.00
0.890
mg/L
03/29/23 19:50
10
Propionic acid
<0.650
5.00
0.650
mg/L
03/29/23 19:50
10
Pyruvic Acid
<0.210
5.00
0.210
mg/L
03/29/23 19:50
10
Hexanoic acid
<2.60
5.00
2.60
mg/L
03/29/23 19:50
10
Iso-Hexanoic Acid
<4.40
5.00
4.40
mg/L
03/29/23 19:50
10
Iso-Pentanoic Acid
9.00
5.00
1.80
mg/L
03/29/23 19:50
10
Pentanoic acid
<1.40
5.00
1.40
mg/L
03/29/23 19:50
10
Lactic Acid/HIBA (2-Hydroxyisobutyic
<1.30
5.00
1.30
mg/L
03/29/23 19:50
10
acid)
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
Trimethylacetic Acid
03/29/23 19:50
10
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/31/2311:02
03/31/2319:34
1
Barium
228
10.0
4.40
ug/L
03/31/2311:02
03/31/2319:34
1
Beryllium
0.570 J
4.00
0.300
ug/L
03/31/2311:02
03/31/2319:34
1
Cadmium
1.27 J
5.00
0.440
ug/L
03/31/2311:02
03/31/2319:34
1
Chromium
1.32 J
10.0
1.10
ug/L
03/31/2311:02
03/31/2319:34
1
Cobalt
5.58 J
10.0
1.40
ug/L
03/31/2311:02
03/31/2319:34
1
Copper
<3.20
20.0
3.20
ug/L
03/31/2311:02
03/31/2319:34
1
Lead
<6.60
10.0
6.60
ug/L
03/31/2311:02
03/31/2319:34
1
Eurofins Raleigh
Page 19 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-AMW1S Lab Sample ID: 752-4652-1
Date Collected: 03/20/23 15:54 Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: SW846 6010D - Metals (ICP) - Total Recoverable (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
Nickel
<3.30
40.0
3.30
ug/L
Selenium
<10.0
20.0
10.0
ug/L
Silver
<1.50
10.0
1.50
ug/L
Vanadium
3.32
J
10.0
1.00
ug/L
Zinc
<8.70
20.0
8.70
ug/L
Method: SW846 6020B - Metals
(ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
Antimony
<0.340
5.00
0.340
ug/L
Thallium
0.280
J
1.00
0.260
ug/L
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
Mercury
<0.0800
0.200
0.0800
ug/L
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
Alkalinity as CaCO3 to pH 4.5 (SM
64.5
5.00
2.20
mg/L
2320113-2011)
Nitrate as N (EPA 353.2)
0.329
0.100
0.0250
mg/L
Nitrate Nitrite as N (EPA 353.2)
0.329
0.100
0.0410
mg/L
Nitrite as N (EPA 353.2)
<0.0168
0.100
0.0168
mg/L
Total Non-purgeable Organic
2.36
1.00
0.500
mg/L
Carbon (SM 5310 B-2011)
Chemical Oxygen Demand (SM
24.8
10.0
10.0
mg/L
5220D)
Analyte
Result
Qualifier
RL
RL
Unit
Sulfide (SM 4500 S2 F-2011)
<0.962
0.962
0.962
mg/L
Biochemical Oxygen Demand (SM
<2.00
2.00
2.00
mg/L
5210B)
Client Sample ID: 4501-MW5 (Background)
Date Collected: 03/20/23 10:09
Date Received: 03/21/23 09:20
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte Result Qualifier RL
1,4-Dioxane <0.320 0.500
Surrogate %Recovery Qualifier Limits
4-Bromofluorobenzene (Surr) 128 70 - 130
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.170
1.00
1,1,1-Trichloroethane
<0.120
1.00
1,1,2,2-Tetrachloroethane
<0.280
1.00
1,1,2-Trichloroethane
<0.140
1.00
1,1-Dichloroethane
<0.130
1.00
1,1-Dichloroethene
<0.210
1.00
1,1-Dichloropropene
<0.150
1.00
1,2,3-Trichloropropane
<0.490
1.00
D Prepared Analyzed Dil Fac
03/31/2311:02 03/31/2319:34 1
03/31/2311:02 03/31/2319:34 1
03/31/2311:02 03/31/2319:34 1
03/31/2311:02 03/31/2319:34 1
03/31 /23 11:02 03/31 /23 19:34 1
D Prepared Analyzed Dil Fac
03/31/2311:02 04/03/2315:42 1
03/31/2311:02 04/03/2315:42 1
D Prepared Analyzed Dil Fac
04/03/2311:03 04/03/2318:38 1
D Prepared Analyzed Dil Fac
03/25/23 01:04 1
03/29/23 15:40 1
03/27/23 12:03 1
03/21/23 16:43 1
04/02/23 03:56 1
03/22/23 17:43 1
D Prepared Analyzed Dil Fac
03/23/23 10:41 1
03/21/23 15:12 1
Lab Sample ID: 752-4652-2
Matrix: Ground Water
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.320
ug/L
03/29/23 22:15
1
Prepared
Analyzed
Dil Fac
03/29/23 22:15
1
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.170
ug/L
04/01/23 01:05
1
0.120
ug/L
04/01/23 01:05
1
0.280
ug/L
04/01/23 01:05
1
0.140
ug/L
04/01/23 01:05
1
0.130
ug/L
04/01/23 01:05
1
0.210
ug/L
04/01/23 01:05
1
0.150
ug/L
04/01/23 01:05
1
0.490
ug/L
04/01/23 01:05
1
Eurofins Raleigh
Page 20 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW5 (Background)
Lab Sample ID: 752-4652-2
Date Collected: 03/20/23 10:09
Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: SW846 8260D - Volatile
Organic Compounds
by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,2,4-Trichlorobenzene
<0.140
1.00
0.140
ug/L
04/01/23 01:05
1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/01/23 01:05
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/01/23 01:05
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/01/23 01:05
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/01/23 01:05
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/01/23 01:05
1
1,3-Dichlorobenzene
<0.150
1.00
0.150
ug/L
04/01/23 01:05
1
1,3-Dichloropropane
<0.160
1.00
0.160
ug/L
04/01/23 01:05
1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/01/23 01:05
1
2,2-Dichloropropane
<0.280
1.00
0.280
ug/L
04/01/23 01:05
1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/01/23 01:05
1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/01/23 01:05
1
3-Chloropropene
<0.110
1.00
0.110
ug/L
04/01/23 01:05
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/01/23 01:05
1
Acetone
<10.0
20.0
10.0
ug/L
04/01/23 01:05
1
Acetonitrile
<5.00
10.0
5.00
ug/L
04/01/23 01:05
1
Acrolein
<4.00
10.0
4.00
ug/L
04/01/23 01:05
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/01/23 01:05
1
Benzene
<0.150
1.00
0.150
ug/L
04/01/23 01:05
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/01/23 01:05
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/01/23 01:05
1
Bromoform
<0.220
1.00
0.220
ug/L
04/01/23 01:05
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/01/23 01:05
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/01/23 01:05
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/01/23 01:05
1
Chlorobenzene
<0.170
1.00
0.170
ug/L
04/01/23 01:05
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/01/23 01:05
1
Chloroform
<0.180
1.00
0.180
ug/L
04/01/23 01:05
1
Chloromethane
<0.130
1.00
0.130
ug/L
04/01/23 01:05
1
Chloroprene
<0.640
1.00
0.640
ug/L
04/01/23 01:05
1
cis-1,2-Dichloroethene
<0.150
1.00
0.150
ug/L
04/01/23 01:05
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
04/01/23 01:05
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
04/01/23 01:05
1
Dibromomethane
<0.270
1.00
0.270
ug/L
04/01/23 01:05
1
Dichlorodifluoromethane
<0.200 "+
1.00
0.200
ug/L
04/01/23 01:05
1
Ethyl methacrylate
<0.380
1.00
0.380
ug/L
04/01/23 01:05
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
04/01/23 01:05
1
Hexachlorobutadiene
<0.220
1.00
0.220
ug/L
04/01/23 01:05
1
lodomethane
<1.70
5.00
1.70
ug/L
04/01/23 01:05
1
Isobutyl alcohol
<11.0
50.0
11.0
ug/L
04/01/23 01:05
1
Methacrylonitrile
<4.90
10.0
4.90
ug/L
04/01/23 01:05
1
Methyl methacrylate
<0.510
1.00
0.510
ug/L
04/01/23 01:05
1
Methylene Chloride
<0.230
1.00
0.230
ug/L
04/01/23 01:05
1
Naphthalene
<0.110
1.00
0.110
ug/L
04/01/23 01:05
1
Propionitrile
<5.00
10.0
5.00
ug/L
04/01/23 01:05
1
Styrene
<0.110
1.00
0.110
ug/L
04/01/23 01:05
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
04/01/23 01:05
1
Toluene
<0.140
1.00
0.140
ug/L
04/01/23 01:05
1
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
04/01/23 01:05
1
0
Eurofins Raleigh
Page 21 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW5 (Background)
Lab Sample
ID: 752-4652-2
Date Collected: 03/20/23 10:09
Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
04/01/23 01:05
1
trans- l,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
04/01/23 01:05
1 �.
Trichloroethene
<0.150
1.00
0.150
ug/L
04/01/23 01:05
1
Trichlorofluoromethane
<0.240 *+
1.00
0.240
ug/L
04/01/23 01:05
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
04/01/23 01:05
1
Vinyl chloride
<0.320 *+
1.00
0.320
ug/L
04/01/23 01:05
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
04/01/23 01:05
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
110
53 - 136
04101123 01:05
1
Dibromofluoromethane (Surr)
106
67- 129
04101123 01:05
1
Toluene-d8 (Surr)
103
59 - 134
04101123 01:05
1
Method: SW846 8270D - Semivolatile Organic Compounds
(GC/MS)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,2,4,5-Tetrachlorobenzene
<4.28
9.51
4.28
ug/L
03/24/23 14:39
03/25/23 22:10
1
2,3,4,6-Tetrachlorophenol
<4.09
9.51
4.09
ug/L
03/24/23 14:39
03/25/23 22:10
1
2,4,5-Trichlorophenol
<3.14
9.51
3.14
ug/L
03/24/23 14:39
03/25/23 22:10
1
2,4,6-Trichlorophenol
<2.09
9.51
2.09
ug/L
03/24/23 14:39
03/25/23 22:10
1
2,4-Dichlorophenol
<3.52
9.51
3.52
ug/L
03/24/23 14:39
03/25/23 22:10
1
2,4-Dimethylphenol
<2.85
9.51
2.85
ug/L
03/24/23 14:39
03/25/23 22:10
1
2,4-Dinitrophenol
<15.2 *+
47.6
15.2
ug/L
03/24/23 14:39
03/25/23 22:10
1
2,4-Dinitrotoluene
<2.19
9.51
2.19
ug/L
03/24/23 14:39
03/25/23 22:10
1
2,6-Dinitrotoluene
<2.66
9.51
2.66
ug/L
03/24/23 14:39
03/25/23 22:10
1
2-Chloronaphthalene
<4.57
9.51
4.57
ug/L
03/24/23 14:39
03/25/23 22:10
1
2-Chlorophenol
<3.04
9.51
3.04
ug/L
03/24/23 14:39
03/25/23 22:10
1
2-Methylphenol
<1.71
9.51
1.71
ug/L
03/24/23 14:39
03/25/23 22:10
1
2-Nitroaniline
<2.76
47.6
2.76
ug/L
03/24/23 14:39
03/25/23 22:10
1
2-Nitrophenol
<3.71
9.51
3.71
ug/L
03/24/23 14:39
03/25/23 22:10
1
3 & 4 Methylphenol
<1.33
9.51
1.33
ug/L
03/24/23 14:39
03/25/23 22:10
1
3,3'-Dichlorobenzidine
<9.51
57.1
9.51
ug/L
03/24/23 14:39
03/25/23 22:10
1
3-Nitroaniline
<2.85
47.6
2.85
ug/L
03/24/23 14:39
03/25/23 22:10
1
4,6-Dinitro-2-methylphenol
<5.04
47.6
5.04
ug/L
03/24/23 14:39
03/25/23 22:10
1
4-Bromophenyl phenyl ether
<4.47
9.51
4.47
ug/L
03/24/23 14:39
03/25/23 22:10
1
4-Chloro-3-methylphenol
<2.38
9.51
2.38
ug/L
03/24/23 14:39
03/25/23 22:10
1
4-Chloroaniline
<0.951
19.0
0.951
ug/L
03/24/23 14:39
03/25/23 22:10
1
4-Chlorophenyl phenyl ether
<5.04
9.51
5.04
ug/L
03/24/23 14:39
03/25/23 22:10
1
4-Nitroaniline
<2.85
47.6
2.85
ug/L
03/24/23 14:39
03/25/23 22:10
1
4-Nitrophenol
<7.70
47.6
7.70
ug/L
03/24/23 14:39
03/25/23 22:10
1
Acenaphthene
<4.18
9.51
4.18
ug/L
03/24/23 14:39
03/25/23 22:10
1
Acenaphthylene
<3.42
9.51
3.42
ug/L
03/24/23 14:39
03/25/23 22:10
1
Acetophenone
<2.09
9.51
2.09
ug/L
03/24/23 14:39
03/25/23 22:10
1
Anthracene
<3.42
9.51
3.42
ug/L
03/24/23 14:39
03/25/23 22:10
1
Benzo[a]anthracene
<3.99
9.51
3.99
ug/L
03/24/23 14:39
03/25/23 22:10
1
Benzo[a]pyrene
<2.66
9.51
2.66
ug/L
03/24/23 14:39
03/25/23 22:10
1
Benzo[k]fluoranthene
<2.95
9.51
2.95
ug/L
03/24/23 14:39
03/25/23 22:10
1
Benzo[g,h,i]perylene
<2.85
9.51
2.85
ug/L
03/24/23 14:39
03/25/23 22:10
1
Benzo[k]fluoranthene
<2.76
9.51
2.76
ug/L
03/24/23 14:39
03/25/23 22:10
1
Benzyl alcohol
<2.47
9.51
2.47
ug/L
03/24/23 14:39
03/25/23 22:10
1
bis (2-chloroisopropyl) ether
<2.95
9.51
2.95
ug/L
03/24/23 14:39
03/25/23 22:10
1
Eurofins Raleigh
Page 22 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW5 (Background)
Lab Sample
ID: 752-4652-2
Date Collected: 03/20/23 10:09
Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: SW846 8270D - Semivolatile Organic Compounds
(GC/MS) (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Bis(2-chloroethoxy)methane
<1.71
9.51
1.71
ug/L
03/24/23 14:39
03/25/23 22:10
1
Bis(2-chloroethyl)ether
<3.42
9.51
3.42
ug/L
03/24/23 14:39
03/25/23 22:10
1
Bis(2-ethylhexyl) phthalate
<2.85
9.51
2.85
ug/L
03/24/23 14:39
03/25/23 22:10
1
Butyl benzyl phthalate
<2.66
9.51
2.66
ug/L
03/24/23 14:39
03/25/23 22:10
1
Chrysene
<3.61
9.51
3.61
ug/L
03/24/23 14:39
03/25/23 22:10
1
Dibenz(a,h)anthracene
<2.85
9.51
2.85
ug/L
03/24/23 14:39
03/25/23 22:10
1
Dibenzofuran
<1.81
9.51
1.81
ug/L
03/24/23 14:39
03/25/23 22:10
1
Diethyl phthalate
<2.09
9.51
2.09
ug/L
03/24/23 14:39
03/25/23 22:10
1
Di-n-butyl phthalate
<2.19
9.51
2.19
ug/L
03/24/23 14:39
03/25/23 22:10
1
Di-n-octyl phthalate
<2.66
9.51
2.66
ug/L
03/24/23 14:39
03/25/23 22:10
1
Fluoranthene
<1.52
9.51
1.52
ug/L
03/24/23 14:39
03/25/23 22:10
1
Fluorene
<3.23
9.51
3.23
ug/L
03/24/23 14:39
03/25/23 22:10
1
Hexachlorobenzene
<1.52
9.51
1.52
ug/L
03/24/23 14:39
03/25/23 22:10
1
Hexachlorocyclopentadiene
<3.33
9.51
3.33
ug/L
03/24/23 14:39
03/25/23 22:10
1
Hexachloroethane
<3.42
9.51
3.42
ug/L
03/24/23 14:39
03/25/23 22:10
1
Indeno[1,2,3-cd]pyrene
<4.09
9.51
4.09
ug/L
03/24/23 14:39
03/25/23 22:10
1
Isophorone
<1.90
9.51
1.90
ug/L
03/24/23 14:39
03/25/23 22:10
1
Nitrobenzene
<3.33
9.51
3.33
ug/L
03/24/23 14:39
03/25/23 22:10
1
N-Nitrosodimethylamine
<2.00
9.51
2.00
ug/L
03/24/23 14:39
03/25/23 22:10
1
N-Nitrosodi-n-propylamine
<2.28
9.51
2.28
ug/L
03/24/23 14:39
03/25/23 22:10
1
N-Nitrosodiphenylamine
<2.76
9.51
2.76
ug/L
03/24/23 14:39
03/25/23 22:10
1
Phenanthrene
<4.09
9.51
4.09
ug/L
03/24/23 14:39
03/25/23 22:10
1
Phenol
<1.43
9.51
1.43
ug/L
03/24/23 14:39
03/25/23 22:10
1
Pyrene
<3.52
9.51
3.52
ug/L
03/24/23 14:39
03/25/23 22:10
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
2,4, 6-Tribromophenol (Surr)
96
30 - 130
03/24/23 14:39
03/25/23 22:10
1
2-Fluorobiphenyl (Surr)
65
25 - 130
03124123 14:39
03125123 22:10
1
2-Fluorophenol (Surr)
40
10 - 130
03124123 14:39
03125123 22:10
1
Nitrobenzene-d5 (Surr)
69
30 - 130
03/24/23 14:39
03/25/23 22:10
1
Phenol-d5 (Surr)
28
10 - 130
03/24/23 14:39
03/25/23 22:10
1
Terphenyl-d 14 (Surr)
71
35 - 131
03/24/23 14:39
03/25/23 22:10
1
Method: RSK-175 - Dissolved Gases (GC)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Carbon dioxide
62100 H
10000
5000
ug/L
03/28/23 08:07
1
Methane
4.67
2.00
1.20
ug/L
03/29/2314:19
1
Ethane
<1.70
4.00
1.70
ug/L
03/29/2314:19
1
Ethene
<1.60
3.00
1.60
ug/L
03/29/2314:19
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
Acetylene
87
50 - 150
03/29/23 14:19
1
Method: SW846 8081 B - Organochlorine Pesticides
(GC)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
4,4'-DDD
<0.00197
0.0494
0.00197
ug/L
03/23/2310:01
03/24/2319:59
1
4,4'-DDE
<0.000987
0.0494
0.000987
ug/L
03/23/2310:01
03/24/2319:59
1
4,4'-DDT
<0.000987
0.0494
0.000987
ug/L
03/23/2310:01
03/24/2319:59
1
Aldrin
<0.00197
0.0494
0.00197
ug/L
03/23/2310:01
03/24/2319:59
1
alpha-BHC
<0.000987
0.0494
0.000987
ug/L
03/23/2310:01
03/24/2319:59
1
Eurofins Raleigh
Page 23 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW5 (Background)
Lab Sample
ID: 752-4652-2
Date Collected: 03/20/23 10:09
Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: SW846 8081 B - Organochlorine Pesticides
(GC) (Continued)
Analyte
Result Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
beta-BHC
<0.00197 *+
0.0494
0.00197
ug/L
03/23/23 10:01
03/24/23 19:59
1
Chlordane (technical)
<0.158
0.494
0.158
ug/L
03/23/23 10:01
03/24/23 19:59
1
Chlorobenzilate
<0.632
2.96
0.632
ug/L
03/23/23 10:01
03/24/23 19:59
1
delta-BHC
<0.00197 *+
0.0494
0.00197
ug/L
03/23/23 10:01
03/24/23 19:59
1
Dieldrin
<0.00197
0.0494
0.00197
ug/L
03/23/23 10:01
03/24/23 19:59
1
Endosulfan I
<0.00197
0.0494
0.00197
ug/L
03/23/23 10:01
03/24/23 19:59
1
Endosulfan 11
<0.00197
0.0494
0.00197
ug/L
03/23/23 10:01
03/24/23 19:59
1
Endosulfan sulfate
<0.00197
0.0494
0.00197
ug/L
03/23/23 10:01
03/24/23 19:59
1
Endrin
<0.000987 *+
0.0494
0.000987
ug/L
03/23/23 10:01
03/24/23 19:59
1
Endrin aldehyde
<0.00395
0.0494
0.00395
ug/L
03/23/23 10:01
03/24/23 19:59
1
gamma-BHC (Lindane)
<0.000987
0.0494
0.000987
ug/L
03/23/23 10:01
03/24/23 19:59
1
Heptachlor
<0.000987
0.0494
0.000987
ug/L
03/23/23 10:01
03/24/23 19:59
1
Heptachlor epoxide
<0.00197
0.0494
0.00197
ug/L
03/23/23 10:01
03/24/23 19:59
1
Isodrin
<0.0109
0.0494
0.0109
ug/L
03/23/23 10:01
03/24/23 19:59
1
Kepone
<2.57
4.94
2.57
ug/L
03/23/23 10:01
03/24/23 19:59
1
Methoxychlor
<0.00197
0.0494
0.00197
ug/L
03/23/23 10:01
03/24/23 19:59
1
Toxaphene
<0.306
4.94
0.306
ug/L
03/23/23 10:01
03/24/23 19:59
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCB Decachlorobiphenyl
96
30- 130
03/23/23 10:01
03/24/23 19:59
1
Tetrachloro-m-xylene
75
30 - 130
03/23/23 10:01
03/24/23 19:59
1
Method: SW846 8082A - Polychlorinated
Biphenyls (PCBs) by Gas Chromatography
Analyte
Result Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
PCB-1016
<0.316
0.987
0.316
ug/L
03/23/23 10:01
03/24/23 19:59
1
PCB-1221
<0.336
0.987
0.336
ug/L
03/23/23 10:01
03/24/23 19:59
1
PCB-1232
<0.336
0.987
0.336
ug/L
03/23/23 10:01
03/24/23 19:59
1
PCB-1242
<0.336
0.987
0.336
ug/L
03/23/23 10:01
03/24/23 19:59
1
PCB-1248
<0.336
0.987
0.336
ug/L
03/23/23 10:01
03/24/23 19:59
1
PCB-1254
<0.336
0.987
0.336
ug/L
03/23/23 10:01
03/24/23 19:59
1
PCB-1260
<0.336
0.987
0.336
ug/L
03/23/23 10:01
03/24/23 19:59
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
Tetrachloro-m-xylene
75
30 - 130
03/23/23 10:01
03/24/23 19:59
1
DCB Decachlorobiphenyl
96
30 - 130
03/23/23 10:01
03/24/23 19:59
1
Method: SW846 8151A- Herbicides (GC)
Analyte
Result Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Pentachlorophenol
<0.0226
0.246
0.0226
ug/L
03/23/23 09:39
03/28/23 04:41
1
Dinoseb
<0.0983
0.492
0.0983
ug/L
03/23/23 09:39
03/28/23 04:41
1
Silvex (2,4,5-TP)
<0.0944
0.836
0.0944
ug/L
03/23/23 09:39
03/28/23 04:41
1
2,4,5-T
<0.138
0.836
0.138
ug/L
03/23/23 09:39
03/28/23 04:41
1
2,4-D
<0.177
1.08
0.177
ug/L
03/23/23 09:39
03/28/23 04:41
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCAA
110
26 - 137
03/23/23 09:39
03/28/23 04:41
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Sulfate
31.3
1.00
0.400
mg/L
04/05/23 21:20
1
Chloride
2.53
0.500
0.200
mg/L
04/05/23 21:20
1
Eurofins Raleigh
Page 24 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW5 (Background)
Lab Sample
ID: 752-4652-2
Date Collected: 03/20/23 10:09
Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: Lab SOP VFA-HPLC - Volatile Fatty Acids (HPLC/UV)
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Acetic acid 3.70 J
5.00
1.80
mg/L
03/29/23 19:50
10
Butyric acid <0.890
5.00
0.890
mg/L
03/29/23 19:50
10 �.
Propionic acid <0.650
5.00
0.650
mg/L
03/29/23 19:50
10
Pyruvic Acid <0.210
5.00
0.210
mg/L
03/29/23 19:50
10
Hexanoic acid <2.60
5.00
2.60
mg/L
03/29/23 19:50
10
Iso-Hexanoic Acid <4.40
5.00
4.40
mg/L
03/29/23 19:50
10
Iso-Pentanoic Acid 3.60 J
5.00
1.80
mg/L
03/29/23 19:50
10
Pentanoic acid <1.40
5.00
1.40
mg/L
03/29/23 19:50
10
Lactic Acid/HIBA (2-Hydroxyisobutyic <1.30
5.00
1.30
mg/L
03/29/23 19:50
to
acid)
Surrogate %Recovery Qualifier Limits
Prepared
Analyzed
Dil Fac
Trimethylacetic Acid
03/29/23 19:50
10
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Arsenic <6.40
20.0
6.40
ug/L
03/23/23 06:57
03/23/23 17:17
1
Barium 23.3
10.0
4.40
ug/L
03/23/23 06:57
03/23/23 17:17
1
Beryllium <0.300
4.00
0.300
ug/L
03/23/23 06:57
03/23/23 17:17
1
Cadmium <0.440
5.00
0.440
ug/L
03/23/23 06:57
03/23/23 17:17
1
Chromium <1.10
10.0
1.10
ug/L
03/23/23 06:57
03/23/23 17:17
1
Cobalt <1.40
10.0
1.40
ug/L
03/23/23 06:57
03/23/23 17:17
1
Copper <3.20
20.0
3.20
ug/L
03/23/23 06:57
03/23/23 17:17
1
Lead <6.60
10.0
6.60
ug/L
03/23/23 06:57
03/23/23 17:17
1
Nickel <3.30
40.0
3.30
ug/L
03/23/23 06:57
03/23/23 17:17
1
Selenium <10.0
20.0
10.0
ug/L
03/23/23 06:57
03/23/23 17:17
1
Silver <1.50
10.0
1.50
ug/L
03/23/23 06:57
03/23/23 17:17
1
Tin <11.0
50.0
11.0
ug/L
03/23/23 06:57
03/23/23 17:17
1
Vanadium <1.00
10.0
1.00
ug/L
03/23/23 06:57
03/23/23 17:17
1
Zinc <8.70
20.0
8.70
ug/L
03/23/23 06:57
03/23/23 17:17
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Antimony <0.340
5.00
0.340
ug/L
03/23/23 06:57
03/23/23 20:30
1
Thallium <0.260
1.00
0.260
ug/L
03/23/23 06:57
03/23/23 20:30
1
Method: SW846 7470A - Mercury (CVAA)
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Mercury <0.0800
0.200
0.0800
ug/L
03/23/2313:17
03/23/2319:11
1
General Chemistry
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
34.8
5.00
2.20
mg/L
03/25/23 00:56
1
2320B-2011)
Nitrate as N (EPA 353.2)
<0.0250
0.100
0.0250
mg/L
03/29/23 15:40
1
Nitrate Nitrite as N (EPA 353.2)
<0.0410
0.100
0.0410
mg/L
03/27/23 12:08
1
Nitrite as N (EPA 353.2)
<0.0168
0.100
0.0168
mg/L
03/21/23 16:44
1
Total Non-purgeable Organic Carbon
<0.500
1.00
0.500
mg/L
04/02/23 04:14
1
(SM 5310 B-2011)
Cyanide, Total (SW846 9012B)
0.00402 J
0.0100
0.00250
mg/L
03/30/23 08:29 03/30/23 12:28
1
Chemical Oxygen Demand (SM
12.2
10.0
10.0
mg/L
03/22/23 17:43
1
5220D)
Eurofins Raleigh
Page 25 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW5 (Background)
Lab Sample ID: 752-4652-2
Date Collected: 03/20/23 10:09
Matrix: Ground Water
Date Received: 03/21/23 09:20
Analyte
Result Qualifier
RL
RL
Unit
D Prepared Analyzed
Dil Fac
Sulfide (SM 4500 S2 F-2011)
<0.962
0.962
0.962
mg/L
03/23/23 10:41
1
Biochemical Oxygen Demand (SM
<2.00
2.00
2.00
mg/L
03/21/23 15:07
1
5210B)
•
Client Sample ID: 4501-MW8
Lab Sample ID: 752-4652-3
Date Collected: 03/20/23 12:15
Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: SW846 8260 SIM - 1,4-Dioxane
by SIM
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,4-Dioxane
0.541
0.500
0.320
ug/L
03/31/2315:20
1
Surrogate %Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
88
70 - 130
03/31/23 15:20
1
Method: SW846 8260D - Volatile Organic
Compounds by GC/MS
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,1,2-Tetrachloroethane
<0.170
1.00
0.170
ug/L
04/01/23 01:34
1
1,1,1-Trichloroethane
<0.120
1.00
0.120
ug/L
04/01/23 01:34
1
1,1,2,2-Tetrachloroethane
<0.280
1.00
0.280
ug/L
04/01/23 01:34
1
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
04/01/23 01:34
1
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
04/01/23 01:34
1
1,1-Dichloroethene
<0.210
1.00
0.210
ug/L
04/01/23 01:34
1
1,1-Dichloropropene
<0.150
1.00
0.150
ug/L
04/01/23 01:34
1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
04/01/23 01:34
1
1,2,4-Trichlorobenzene
<0.140
1.00
0.140
ug/L
04/01/23 01:34
1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/01/23 01:34
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/01/23 01:34
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/01/23 01:34
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/01/23 01:34
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/01/23 01:34
1
1,3-Dichlorobenzene
<0.150
1.00
0.150
ug/L
04/01/23 01:34
1
1,3-Dichloropropane
<0.160
1.00
0.160
ug/L
04/01/23 01:34
1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/01/23 01:34
1
2,2-Dichloropropane
<0.280
1.00
0.280
ug/L
04/01/23 01:34
1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/01/23 01:34
1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/01/23 01:34
1
3-Chloropropene
<0.110
1.00
0.110
ug/L
04/01/23 01:34
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/01/23 01:34
1
Acetone
<10.0
20.0
10.0
ug/L
04/01/23 01:34
1
Acetonitrile
<5.00
10.0
5.00
ug/L
04/01/23 01:34
1
Acrolein
<4.00
10.0
4.00
ug/L
04/01/23 01:34
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/01/23 01:34
1
Benzene
<0.150
1.00
0.150
ug/L
04/01/23 01:34
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/01/23 01:34
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/01/23 01:34
1
Bromoform
<0.220
1.00
0.220
ug/L
04/01/23 01:34
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/01/23 01:34
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/01/23 01:34
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/01/23 01:34
1
Chlorobenzene
<0.170
1.00
0.170
ug/L
04/01/23 01:34
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/01/23 01:34
1
Eurofins Raleigh
Page 26 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW8 Lab Sample ID: 752-4652-3
Date Collected: 03/20/23 12:15 Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
Chloroform
<0.180
1.00
0.180
ug/L
Chloromethane
<0.130
1.00
0.130
ug/L
Chloroprene
<0.640
1.00
0.640
ug/L
cis-1,2-Dichloroethene
<0.150
1.00
0.150
ug/L
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
Dibromochloromethane
<0.170
1.00
0.170
ug/L
Dibromomethane
<0.270
1.00
0.270
ug/L
Dichlorodifluoromethane
<0.200 `+ F1
1.00
0.200
ug/L
Ethyl methacrylate
<0.380
1.00
0.380
ug/L
Ethylbenzene
<0.130
1.00
0.130
ug/L
Hexachlorobutadiene
<0.220
1.00
0.220
ug/L
lodomethane
<1.70
5.00
1.70
ug/L
Isobutyl alcohol
<11.0
50.0
11.0
ug/L
Methacrylonitrile
<4.90
10.0
4.90
ug/L
Methyl methacrylate
<0.510
1.00
0.510
ug/L
Methylene Chloride
<0.230
1.00
0.230
ug/L
Naphthalene
<0.110
1.00
0.110
ug/L
Propionitrile
<5.00
10.0
5.00
ug/L
Styrene
<0.110
1.00
0.110
ug/L
Tetrachloroethene
<0.170
1.00
0.170
ug/L
Toluene
<0.140
1.00
0.140
ug/L
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
Trichloroethene
<0.150
1.00
0.150
ug/L
Trichlorofluoromethane
<0.240 *+ F1
1.00
0.240
ug/L
Vinyl acetate
<0.950
5.00
0.950
ug/L
Vinyl chloride
<0.320 *+ F1
1.00
0.320
ug/L
Xylenes, Total
<0.450
3.00
0.450
ug/L
Surrogate
4-Bromofluorobenzene (Surr)
Dibromofluoromethane (Surr)
Toluene-d8 (Surr)
D Prepared Analyzed
Dil Fac
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
04/01/23 01:34
1
%Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
111
53 - 136
04101123 01:34
1
107
67 - 129
04101123 01:34
1
102
59 - 134
04101123 01:34
1
Method: SW846 8270D - Semivolatile Organic Compounds (GC/MS)
Analyte
Result Qualifier
RL
MDL
Unit
1,2,4,5-Tetrachlorobenzene
<4.80
10.7
4.80
ug/L
2,3,4,6-Tetrachlorophenol
<4.59
10.7
4.59
ug/L
2,4,5-Trichlorophenol
<3.52
10.7
3.52
ug/L
2,4,6-Trichlorophenol
<2.35
10.7
2.35
ug/L
2,4-Dichlorophenol
<3.95
10.7
3.95
ug/L
2,4-Dimethylphenol
<3.20
10.7
3.20
ug/L
2,4-Dinitrophenol
<17.1 F1 *+
53.4
17.1
ug/L
2,4-Dinitrotoluene
<2.46
10.7
2.46
ug/L
2,6-Dinitrotoluene
<2.99
10.7
2.99
ug/L
2-Chloronaphthalene
<5.12
10.7
5.12
ug/L
2-Chlorophenol
<3.42
10.7
3.42
ug/L
2-Methylphenol
<1.92
10.7
1.92
ug/L
2-Nitroaniline
<3.10
53.4
3.10
ug/L
D Prepared
Analyzed
Dil Fac
03/24/2314:39
03/25/2319:36
1
03/24/2314:39
03/25/2319:36
1
03/24/2314:39
03/25/2319:36
1
03/24/2314:39
03/25/2319:36
1
03/24/2314:39
03/25/2319:36
1
03/24/2314:39
03/25/2319:36
1
03/24/2314:39
03/25/2319:36
1
03/24/2314:39
03/25/2319:36
1
03/24/2314:39
03/25/2319:36
1
03/24/2314:39
03/25/2319:36
1
03/24/2314:39
03/25/2319:36
1
03/24/2314:39
03/25/2319:36
1
03/24/2314:39
03/25/2319:36
1
0
Eurofins Raleigh
Page 27 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW8
Lab Sample
ID: 752-4652-3
Date Collected: 03/20/23 12:15
Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: SW846 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
2-Nitrophenol
<4.16
10.7
4.16
ug/L
03/24/23 14:39
03/25/23 19:36
1
3 & 4 Methylphenol
<1.49
10.7
1.49
ug/L
03/24/23 14:39
03/25/23 19:36
1
3,3'-Dichlorobenzidine
<10.7
64.1
10.7
ug/L
03/24/23 14:39
03/25/23 19:36
1
3-Nitroaniline
<3.20
53.4
3.20
ug/L
03/24/23 14:39
03/25/23 19:36
1
4,6-Dinitro-2-methylphenol
<5.66 F1
53.4
5.66
ug/L
03/24/23 14:39
03/25/23 19:36
1
4-Bromophenyl phenyl ether
<5.02
10.7
5.02
ug/L
03/24/23 14:39
03/25/23 19:36
1
4-Chloro-3-methylphenol
<2.67
10.7
2.67
ug/L
03/24/23 14:39
03/25/23 19:36
1
4-Chloroaniline
<1.07
21.4
1.07
ug/L
03/24/23 14:39
03/25/23 19:36
1
4-Chlorophenyl phenyl ether
<5.66
10.7
5.66
ug/L
03/24/23 14:39
03/25/23 19:36
1
4-Nitroaniline
<3.20
53.4
3.20
ug/L
03/24/23 14:39
03/25/23 19:36
1
4-Nitrophenol
<8.65
53.4
8.65
ug/L
03/24/23 14:39
03/25/23 19:36
1
Acenaphthene
<4.70
10.7
4.70
ug/L
03/24/23 14:39
03/25/23 19:36
1
Acenaphthylene
<3.84
10.7
3.84
ug/L
03/24/23 14:39
03/25/23 19:36
1
Acetophenone
<2.35
10.7
2.35
ug/L
03/24/23 14:39
03/25/23 19:36
1
Anthracene
<3.84
10.7
3.84
ug/L
03/24/23 14:39
03/25/23 19:36
1
Benzo[a]anthracene
<4.48
10.7
4.48
ug/L
03/24/23 14:39
03/25/23 19:36
1
Benzo[a]pyrene
<2.99
10.7
2.99
ug/L
03/24/23 14:39
03/25/23 19:36
1
Benzo[b]fluoranthene
<3.31
10.7
3.31
ug/L
03/24/23 14:39
03/25/23 19:36
1
Benzo[g,h,i]perylene
<3.20
10.7
3.20
ug/L
03/24/23 14:39
03/25/23 19:36
1
Benzo[k]fluoranthene
<3.10
10.7
3.10
ug/L
03/24/23 14:39
03/25/23 19:36
1
Benzyl alcohol
<2.78
10.7
2.78
ug/L
03/24/23 14:39
03/25/23 19:36
1
bis (2-chloroisopropyl) ether
<3.31
10.7
3.31
ug/L
03/24/23 14:39
03/25/23 19:36
1
Bis(2-chloroethoxy)methane
<1.92
10.7
1.92
ug/L
03/24/23 14:39
03/25/23 19:36
1
Bis(2-chloroethyl)ether
<3.84
10.7
3.84
ug/L
03/24/23 14:39
03/25/23 19:36
1
Bis(2-ethylhexyl) phthalate
<3.20
10.7
3.20
ug/L
03/24/23 14:39
03/25/23 19:36
1
Butyl benzyl phthalate
<2.99
10.7
2.99
ug/L
03/24/23 14:39
03/25/23 19:36
1
Chrysene
<4.06
10.7
4.06
ug/L
03/24/23 14:39
03/25/23 19:36
1
Dibenz(a,h)anthracene
<3.20
10.7
3.20
ug/L
03/24/23 14:39
03/25/23 19:36
1
Dibenzofuran
<2.03
10.7
2.03
ug/L
03/24/23 14:39
03/25/23 19:36
1
Diethyl phthalate
<2.35
10.7
2.35
ug/L
03/24/23 14:39
03/25/23 19:36
1
Di-n-butyl phthalate
<2.46
10.7
2.46
ug/L
03/24/23 14:39
03/25/23 19:36
1
Di-n-octyl phthalate
<2.99
10.7
2.99
ug/L
03/24/23 14:39
03/25/23 19:36
1
Fluoranthene
<1.71
10.7
1.71
ug/L
03/24/23 14:39
03/25/23 19:36
1
Fluorene
<3.63
10.7
3.63
ug/L
03/24/23 14:39
03/25/23 19:36
1
Hexachlorobenzene
<1.71
10.7
1.71
ug/L
03/24/23 14:39
03/25/23 19:36
1
Hexachlorocyclopentadiene
<3.74
10.7
3.74
ug/L
03/24/23 14:39
03/25/23 19:36
1
Hexachloroethane
<3.84
10.7
3.84
ug/L
03/24/23 14:39
03/25/23 19:36
1
Indeno[1,2,3-cd]pyrene
<4.59
10.7
4.59
ug/L
03/24/23 14:39
03/25/23 19:36
1
Isophorone
<2.14
10.7
2.14
ug/L
03/24/23 14:39
03/25/23 19:36
1
Nitrobenzene
<3.74
10.7
3.74
ug/L
03/24/23 14:39
03/25/23 19:36
1
N-Nitrosodimethylamine
<2.24
10.7
2.24
ug/L
03/24/23 14:39
03/25/23 19:36
1
N-Nitrosodi-n-propylamine
<2.56
10.7
2.56
ug/L
03/24/23 14:39
03/25/23 19:36
1
N-Nitrosodiphenylamine
<3.10
10.7
3.10
ug/L
03/24/23 14:39
03/25/23 19:36
1
Phenanthrene
<4.59
10.7
4.59
ug/L
03/24/23 14:39
03/25/23 19:36
1
Phenol
<1.60
10.7
1.60
ug/L
03/24/23 14:39
03/25/23 19:36
1
Pyrene
<3.95
10.7
3.95
ug/L
03/24/23 14:39
03/25/23 19:36
1
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
2,4,6-Tribromophenol (Surr)
86
30- 130
03/24/23 14:39
03/25/23 19:36
1
2-Fluorobiphenyl (Surr)
68
25- 130
03/24/23 14:39
03/25/23 19:36
1
Eurofins Raleigh
Page 28 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW8
Date Collected: 03/20/23 12:15
Date Received: 03/21/23 09:20
Job ID: 752-4652-1
Lab Sample ID: 752-4652-3
Matrix: Ground Water
Method: SW846 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
F__
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
2-Fluorophenol (Surr)
38
10 - 130
03/24/23 14:39
03/25/23 19:36
1
Nitrobenzene-d5 (Surr)
73
30 - 130
03/24/23 14:39
03/25/23 19:36
1 _
Phenol-d5 (Surr)
28
10 - 130
03/24/23 14:39
03/25/23 19:36
1
Terphenyl-04 (Surr)
67
35- 131
03/24/23 14:39
03/25/23 19:36
1
Method: RSK-175 - Dissolved Gases (GC)
F
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Methane
223
2.00
1.20
ug/L
03/29/2314:28
1
Ethane
<1.70
4.00
1.70
ug/L
03/29/2314:28
1
Ethene
<1.60
3.00
1.60
ug/L
03/29/2314:28
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
Acetylene
85
50 - 150
03/29/23 14:28
1
Method: RSK-175 - Dissolved Gases (GC) - DL
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Carbon dioxide
407000 H
2O000
10000
ug/L
03/28/23 11:39
2
Method: SW846 8081B - Organochlorine Pesticides
(GC)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac L
4,4'-DDD
<0.00195 F1
0.0488
0.00195
ug/L
03/23/23 10:01
03/24/23 20:18
1
4,4'-DDE
<0.000976 F1
0.0488
0.000976
ug/L
03/23/23 10:01
03/24/23 20:18
1
4,4'-DDT
<0.000976 F1 F2
0.0488
0.000976
ug/L
03/23/23 10:01
03/24/23 20:18
1
Aldrin
<0.00195 F2
0.0488
0.00195
ug/L
03/23/23 10:01
03/24/23 20:18
1
alpha-BHC
<0.000976 F2
0.0488
0.000976
ug/L
03/23/23 10:01
03/24/23 20:18
1
beta-BHC
<0.00195 *+ F1
0.0488
0.00195
ug/L
03/23/23 10:01
03/24/23 20:18
1
Chlordane (technical)
<0.156
0.488
0.156
ug/L
03/23/23 10:01
03/24/23 20:18
1
Chlorobenzilate
<0.625
2.93
0.625
ug/L
03/23/23 10:01
03/24/23 20:18
1
delta-BHC
<0.00195 *+ F1
0.0488
0.00195
ug/L
03/23/23 10:01
03/24/23 20:18
1
Dieldrin
<0.00195
0.0488
0.00195
ug/L
03/23/23 10:01
03/24/23 20:18
1
Endosulfan 1
<0.00195
0.0488
0.00195
ug/L
03/23/23 10:01
03/24/23 20:18
1
Endosulfan 11
<0.00195
0.0488
0.00195
ug/L
03/23/23 10:01
03/24/23 20:18
1
Endosulfan sulfate
<0.00195
0.0488
0.00195
ug/L
03/23/23 10:01
03/24/23 20:18
1
Endrin
<0.000976 *+ F1
0.0488
0.000976
ug/L
03/23/23 10:01
03/24/23 20:18
1
Endrin aldehyde
<0.00390 F1
0.0488
0.00390
ug/L
03/23/23 10:01
03/24/23 20:18
1
gamma-BHC (Lindane)
0.00791 J p
0.0488
0.000976
ug/L
03/23/23 10:01
03/24/23 20:18
1
Heptachlor
<0.000976
0.0488
0.000976
ug/L
03/23/23 10:01
03/24/23 20:18
1
Heptachlor epoxide
<0.00195 F1
0.0488
0.00195
ug/L
03/23/23 10:01
03/24/23 20:18
1
Isodrin
<0.0107
0.0488
0.0107
ug/L
03/23/23 10:01
03/24/23 20:18
1
Kepone
<2.54
4.88
2.54
ug/L
03/23/23 10:01
03/24/23 20:18
1
Methoxychlor
<0.00195 F1 F2
0.0488
0.00195
ug/L
03/23/23 10:01
03/24/23 20:18
1
Toxaphene
<0.302
4.88
0.302
ug/L
03/23/23 10:01
03/24/23 20:18
1
Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac
DCB Decachlorobiphenyl 75 30 - 130 03/23/23 10:01 03/24/23 20:18 1
Tetrachloro-m-xylene 70 30 - 130 03/23/23 10:01 03/24/23 20:18 1
Method: SW846 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
PCB-1016 <0.312 0.976 0.312 ug/L 03/23/23 10:01 03/24/23 20:18 1
Eurofins Raleigh
Page 29 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW8 Lab Sample ID: 752-4652-3
Date Collected: 03/20/23 12:15 Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: SW846 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
PCB-1221
<0.332
0.976
0.332
ug/L
03/23/23 10:01
03/24/23 20:18
PCB-1232
<0.332
0.976
0.332
ug/L
03/23/23 10:01
03/24/23 20:18
PCB-1242
<0.332
0.976
0.332
ug/L
03/23/23 10:01
03/24/23 20:18
PCB-1248
<0.332
0.976
0.332
ug/L
03/23/23 10:01
03/24/23 20:18
PCB-1254
<0.332
0.976
0.332
ug/L
03/23/23 10:01
03/24/23 20:18
PCB-1260
<0.332
0.976
0.332
ug/L
03/23/23 10:01
03/24/23 20:18
Dil Fac
1
1
1
1
1
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
Tetrachloro-m-xylene
70
30 - 130
03/23/23 10:01
03/24/23 20:18
1
DCB Decachlorobiphenyl
75
30 - 130
03/23/23 10:01
03/24/23 20:18
1
Method: SW846 8151A- Herbicides
(GC)
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Pentachlorophenol
<0.0221 F1
0.241
0.0221
ug/L
03/23/23 09:39
03/27/23 22:11
1
Dinoseb
<0.0962
0.481
0.0962
ug/L
03/23/23 09:39
03/27/23 22:11
1
Silvex (2,4,5-TP)
<0.0924
0.818
0.0924
ug/L
03/23/23 09:39
03/27/23 22:11
1
2,4,5-T
<0.135
0.818
0.135
ug/L
03/23/23 09:39
03/27/23 22:11
1
2,4-D
<0.173
1.06
0.173
ug/L
03/23/23 09:39
03/27/23 22:11
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCAA
91
26 - 137
03/23/23 09:39
03/27/23 22:11
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Sulfate
11.4
1.00
0.400
mg/L
04/05/2317:23
1
Chloride
39.7
0.500
0.200
mg/L
04/05/2317:23
1
Method: Lab SOP VFA-HPLC - Volatile Fatty Acids (HPLC/UV)
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Acetic acid
<1.80
5.00
1.80
mg/L
03/29/23 19:50
10
Butyric acid
<0.890
5.00
0.890
mg/L
03/29/23 19:50
10
Propionic acid
<0.650
5.00
0.650
mg/L
03/29/23 19:50
10
Pyruvic Acid
<0.210
5.00
0.210
mg/L
03/29/23 19:50
10
Hexanoic acid
<2.60
5.00
2.60
mg/L
03/29/23 19:50
10
Iso-Hexanoic Acid
<4.40
5.00
4.40
mg/L
03/29/23 19:50
10
Iso-Pentanoic Acid
<1.80
5.00
1.80
mg/L
03/29/23 19:50
10
Pentanoic acid
<1.40
5.00
1.40
mg/L
03/29/23 19:50
10
Lactic Acid/HIBA (2-Hydroxyisobutyic
<1.30
5.00
1.30
mg/L
03/29/23 19:50
10
acid)
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
Trimethylacetic Acid
03/29/23 19:50
10
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/23/23 06:57
03/23/23 17:08
1
Barium
581
10.0
4.40
ug/L
03/23/23 06:57
03/23/23 17:08
1
Beryllium
<0.300
4.00
0.300
ug/L
03/23/23 06:57
03/23/23 17:08
1
Cadmium
<0.440
5.00
0.440
ug/L
03/23/23 06:57
03/23/23 17:08
1
Chromium
<1.10
10.0
1.10
ug/L
03/23/23 06:57
03/23/23 17:08
1
Cobalt
14.4
10.0
1.40
ug/L
03/23/23 06:57
03/23/23 17:08
1
Eurofins Raleigh
Page 30 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW8 Lab Sample ID: 752-4652-3
Date Collected: 03/20/23 12:15 Matrix: Ground Water
Date Received: 03/21/23 09:20
Method: SW846 6010D - Metals (ICP) - Total Recoverable (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
Copper
<3.20
20.0
3.20
ug/L
Lead
<6.60
10.0
6.60
ug/L
Nickel
<3.30
40.0
3.30
ug/L
Selenium
<10.0
20.0
10.0
ug/L
Silver
<1.50
10.0
1.50
ug/L
Tin
<11.0
50.0
11.0
ug/L
Vanadium
<1.00
10.0
1.00
ug/L
Zinc
<8.70
20.0
8.70
ug/L
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
Antimony
<0.340
5.00
0.340
ug/L
Thallium
<0.260
1.00
0.260
ug/L
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
Mercury
1.04
F1
0.200
0.0800
ug/L
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
Alkalinity as CaCO3 to pH 4.5 (SM
563
5.00
2.20
mg/L
2320B-2011)
Nitrate as N (EPA 353.2)
<0.0250
0.100
0.0250
mg/L
Nitrate Nitrite as N (EPA 353.2)
<0.0410
F1
0.100
0.0410
mg/L
Nitrite as N (EPA 353.2)
<0.0168
F1
0.100
0.0168
mg/L
Total Non-purgeable Organic
28.0
1.00
0.500
mg/L
Carbon (SM 5310 B-2011)
Cyanide, Total (SW846 9012B)
0.00841
J F1
0.0100
0.00250
mg/L
Chemical Oxygen Demand (SM
113
10.0
10.0
mg/L
5220D)
Analyte
Result
Qualifier
RL
RL
Unit
Sulfide (SM 4500 S2 F-2011)
<0.926
F1
0.926
0.926
mg/L
Biochemical Oxygen Demand (SM
3.83
2.00
2.00
mg/L
5210B)
Client Sample ID: 4501-MW6
Date Collected: 03/21/23 12:30
Date Received: 03/22/23 10:00
D
Prepared
Analyzed
Dil Fac
03/23/23 06:57
03/23/23 17:08
1
03/23/23 06:57
03/23/23 17:08
1
03/23/23 06:57
03/23/23 17:08
1
03/23/23 06:57
03/23/23 17:08
1
03/23/23 06:57
03/23/23 17:08
1
03/23/23 06:57
03/23/23 17:08
1
03/23/23 06:57
03/23/23 17:08
1
03/23/23 06:57
03/23/23 17:08
1
D
Prepared
Analyzed
Dil Fac
03/23/23 06:57
03/23/23 20:09
1
03/23/23 06:57
03/23/23 20:09
1
D
Prepared
Analyzed
Dil Fac
03/23/2313:17
03/23/2319:15
1
D
Prepared
Analyzed
Dil Fac
03/25/23 01:18
1
03/29/23 15:40
1
04/03/23 13:24
1
03/21/23 16:28
1
04/02/23 04:30
1
03/30/23 08:29
03/30/23 12:28
1
03/22/23 17:45
1
D
Prepared
Analyzed
Dil Fac
03/23/23 10:41
1
03/21/23 14:53
1
Lab Sample ID: 752-4682-1
Matrix: Ground Water
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,4-Dioxane 21.6
0.500
0.320
ug/L
03/31/2318:02
1
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr) 86
70 - 130
03/31/23 18:02
1
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,1,1,2-Tetrachloroethane <0.850
5.00
0.850
ug/L
04/04/2323:05
5
1,1,1-Trichloroethane <0.600
5.00
0.600
ug/L
04/04/2323:05
5
1,1,2,2-Tetrachloroethane <1.40
5.00
1.40
ug/L
04/04/2323:05
5
1,1,2-Trichloroethane <0.700
5.00
0.700
ug/L
04/04/2323:05
5
Eurofins Raleigh
Page 31 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW6
Lab Sample ID: 752-4682-1
Date Collected: 03/21/23 12:30
Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8260D - Volatile Organic
Compounds
by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1-Dichloroethane
<0.650
5.00
0.650
ug/L
04/04/23 23:05
5
1,1-Dichloroethene
<1.05
5.00
1.05
ug/L
04/04/23 23:05
5
1,1-Dichloropropene
<0.750
5.00
0.750
ug/L
04/04/23 23:05
5
1,2,3-Trichloropropane
<2.45
5.00
2.45
ug/L
04/04/23 23:05
5
1,2,4-Trichlorobenzene
<0.700
5.00
0.700
ug/L
04/04/23 23:05
5
1,2-Dibromo-3-Chloropropane
<2.40
5.00
2.40
ug/L
04/04/23 23:05
5
1,2-Dibromoethane
<3.30
5.00
3.30
ug/L
04/04/23 23:05
5
1,2-Dichlorobenzene
<0.950
5.00
0.950
ug/L
04/04/23 23:05
5
1,2-Dichloroethane
<1.05
5.00
1.05
ug/L
04/04/23 23:05
5
1,2-Dichloropropane
<0.500
5.00
0.500
ug/L
04/04/23 23:05
5
1,3-Dichlorobenzene
<0.750
5.00
0.750
ug/L
04/04/23 23:05
5
1,3-Dichloropropane
<0.800
5.00
0.800
ug/L
04/04/23 23:05
5
1,4-Dichlorobenzene
<0.950
5.00
0.950
ug/L
04/04/23 23:05
5
2,2-Dichloropropane
<1.40
5.00
1.40
ug/L
04/04/23 23:05
5
2-Butanone (MEK)
<50.0
100
50.0
ug/L
04/04/23 23:05
5
2-Hexanone
<4.40
25.0
4.40
ug/L
04/04/23 23:05
5
3-Chloropropene
<0.550
5.00
0.550
ug/L
04/04/23 23:05
5
4-Methyl-2-pentanone (MIBK)
<5.50
25.0
5.50
ug/L
04/04/23 23:05
5
Acetone
288
100
50.0
ug/L
04/04/23 23:05
5
Acetonitrile
<25.0
50.0
25.0
ug/L
04/04/23 23:05
5
Acrolein
<20.0
50.0
20.0
ug/L
04/04/23 23:05
5
Acrylonitrile
<17.5
50.0
17.5
ug/L
04/04/23 23:05
5
Benzene
1.64 J
5.00
0.750
ug/L
04/04/23 23:05
5
Bromochloromethane
<2.40
5.00
2.40
ug/L
04/04/23 23:05
5
Bromodichloromethane
<0.850
5.00
0.850
ug/L
04/04/23 23:05
5
Bromoform
<1.10
5.00
1.10
ug/L
04/04/23 23:05
5
Bromomethane
<0.700
5.00
0.700
ug/L
04/04/23 23:05
5
Carbon disulfide
<7.50
25.0
7.50
ug/L
04/04/23 23:05
5
Carbon tetrachloride
<0.850
5.00
0.850
ug/L
04/04/23 23:05
5
Chlorobenzene
<0.850
5.00
0.850
ug/L
04/04/23 23:05
5
Chloroethane
<1.15
5.00
1.15
ug/L
04/04/23 23:05
5
Chloroform
<0.900
5.00
0.900
ug/L
04/04/23 23:05
5
Chloromethane
<0.650
5.00
0.650
ug/L
04/04/23 23:05
5
Chloroprene
<3.20
5.00
3.20
ug/L
04/04/23 23:05
5
cis-1,2-Dichloroethene
0.974 J
5.00
0.750
ug/L
04/04/23 23:05
5
cis-1,3-Dichloropropene
<1.00
5.00
1.00
ug/L
04/04/23 23:05
5
Dibromochloromethane
<0.850
5.00
0.850
ug/L
04/04/23 23:05
5
Dibromomethane
<1.35
5.00
1.35
ug/L
04/04/23 23:05
5
Dichlorodifluoromethane
<1.00 *+
5.00
1.00
ug/L
04/04/23 23:05
5
Ethyl methacrylate
<1.90
5.00
1.90
ug/L
04/04/23 23:05
5
Ethylbenzene
<0.650
5.00
0.650
ug/L
04/04/23 23:05
5
Hexachlorobutadiene
<1.10
5.00
1.10
ug/L
04/04/23 23:05
5
lodomethane
<8.50
25.0
8.50
ug/L
04/04/23 23:05
5
Isobutyl alcohol
<55.0
250
55.0
ug/L
04/04/23 23:05
5
Methacrylonitrile
<24.5
50.0
24.5
ug/L
04/04/23 23:05
5
Methyl methacrylate
<2.55
5.00
2.55
ug/L
04/04/23 23:05
5
Methylene Chloride
<1.15
5.00
1.15
ug/L
04/04/23 23:05
5
Naphthalene
<0.550
5.00
0.550
ug/L
04/04/23 23:05
5
Propionitrile
<25.0
50.0
25.0
ug/L
04/04/23 23:05
5
0
Eurofins Raleigh
Page 32 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW6
Lab Sample
ID: 752-4682-1
Date Collected: 03/21/23 12:30
Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8260D - Volatile Organic
Compounds by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Styrene
<0.550
5.00
0.550
ug/L
04/04/23 23:05
5
Tetrachloroethene
<0.850
5.00
0.850
ug/L
04/04/23 23:05
5 �.
Toluene
<0.700
5.00
0.700
ug/L
04/04/23 23:05
5
trans- l,2-Dichloroethene
<1.05
5.00
1.05
ug/L
04/04/23 23:05
5
trans- 1,3-Dichloropropene
<0.750
5.00
0.750
ug/L
04/04/23 23:05
5
trans- 1,4-Dichloro-2-butene
<3.50
5.00
3.50
ug/L
04/04/23 23:05
5
Trichloroethene
<0.750
5.00
0.750
ug/L
04/04/23 23:05
5
Trichlorofluoromethane
<1.20 *+
5.00
1.20
ug/L
04/04/23 23:05
5
Vinyl acetate
<4.75
25.0
4.75
ug/L
04/04/23 23:05
5
Vinyl chloride
<1.60 *+
5.00
1.60
ug/L
04/04/23 23:05
5
Xylenes, Total
<2.25
15.0
2.25
ug/L
04/04/23 23:05
5
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
115
53 - 136
04104123 23:05
5
Dibromofluoromethane (Surr)
112
67- 129
04104123 23:05
5
Toluene-d8 (Surr)
108
59 - 134
04104123 23:05
5
Method: SW846 8270D - Semivolatile Organic Compounds (GC/MS)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,2,4,5-Tetrachlorobenzene
<4.29
9.54
4.29
ug/L
03/24/23 14:39
03/25/23 21:26
1
2,3,4,6-Tetrachlorophenol
<4.10
9.54
4.10
ug/L
03/24/23 14:39
03/25/23 21:26
1
2,4,5-Trichlorophenol
<3.15
9.54
3.15
ug/L
03/24/23 14:39
03/25/23 21:26
1
2,4,6-Trichlorophenol
<2.10
9.54
2.10
ug/L
03/24/23 14:39
03/25/23 21:26
1
2,4-Dichlorophenol
<3.53
9.54
3.53
ug/L
03/24/23 14:39
03/25/23 21:26
1
2,4-Dimethylphenol
<2.86
9.54
2.86
ug/L
03/24/23 14:39
03/25/23 21:26
1
2,4-Dinitrophenol
<15.3 '+
47.7
15.3
ug/L
03/24/23 14:39
03/25/23 21:26
1
2,4-Dinitrotoluene
<2.19
9.54
2.19
ug/L
03/24/23 14:39
03/25/23 21:26
1
2,6-Dinitrotoluene
<2.67
9.54
2.67
ug/L
03/24/23 14:39
03/25/23 21:26
1
2-Chloronaphthalene
<4.58
9.54
4.58
ug/L
03/24/23 14:39
03/25/23 21:26
1
2-Chlorophenol
<3.05
9.54
3.05
ug/L
03/24/23 14:39
03/25/23 21:26
1
2-Methylphenol
<1.72
9.54
1.72
ug/L
03/24/23 14:39
03/25/23 21:26
1
2-Nitroaniline
<2.77
47.7
2.77
ug/L
03/24/23 14:39
03/25/23 21:26
1
2-Nitrophenol
<3.72
9.54
3.72
ug/L
03/24/23 14:39
03/25/23 21:26
1
3 & 4 Methylphenol
<1.34
9.54
1.34
ug/L
03/24/23 14:39
03/25/23 21:26
1
3,3'-Dichlorobenzidine
<9.54
57.2
9.54
ug/L
03/24/23 14:39
03/25/23 21:26
1
3-Nitroaniline
<2.86
47.7
2.86
ug/L
03/24/23 14:39
03/25/23 21:26
1
4,6-Dinitro-2-methylphenol
<5.05
47.7
5.05
ug/L
03/24/23 14:39
03/25/23 21:26
1
4-Bromophenyl phenyl ether
<4.48
9.54
4.48
ug/L
03/24/23 14:39
03/25/23 21:26
1
4-Chloro-3-methylphenol
<2.38
9.54
2.38
ug/L
03/24/23 14:39
03/25/23 21:26
1
4-Chloroaniline
<0.954
19.1
0.954
ug/L
03/24/23 14:39
03/25/23 21:26
1
4-Chlorophenyl phenyl ether
<5.05
9.54
5.05
ug/L
03/24/23 14:39
03/25/23 21:26
1
4-Nitroaniline
<2.86
47.7
2.86
ug/L
03/24/23 14:39
03/25/23 21:26
1
4-Nitrophenol
<7.72
47.7
7.72
ug/L
03/24/23 14:39
03/25/23 21:26
1
Acenaphthene
<4.20
9.54
4.20
ug/L
03/24/23 14:39
03/25/23 21:26
1
Acenaphthylene
<3.43
9.54
3.43
ug/L
03/24/23 14:39
03/25/23 21:26
1
Acetophenone
<2.10
9.54
2.10
ug/L
03/24/23 14:39
03/25/23 21:26
1
Anthracene
<3.43
9.54
3.43
ug/L
03/24/23 14:39
03/25/23 21:26
1
Benzo[a]anthracene
<4.01
9.54
4.01
ug/L
03/24/23 14:39
03/25/23 21:26
1
Benzo[a]pyrene
<2.67
9.54
2.67
ug/L
03/24/23 14:39
03/25/23 21:26
1
Benzo[b]fluoranthene
<2.96
9.54
2.96
ug/L
03/24/23 14:39
03/25/23 21:26
1
Eurofins Raleigh
Page 33 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW6
Lab Sample
ID: 752-4682-1
Date Collected: 03/21/23 12:30
Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8270D - Semivolatile Organic Compounds (GC/MS)
(Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Benzo[g,h,i]perylene
<2.86
9.54
2.86
ug/L
03/24/23 14:39
03/25/23 21:26
1
Benzo[k]fluoranthene
<2.77
9.54
2.77
ug/L
03/24/23 14:39
03/25/23 21:26
1
Benzyl alcohol
<2.48
9.54
2.48
ug/L
03/24/23 14:39
03/25/23 21:26
1
bis (2-chloroisopropyl) ether
<2.96
9.54
2.96
ug/L
03/24/23 14:39
03/25/23 21:26
1
Bis(2-chloroethoxy)methane
<1.72
9.54
1.72
ug/L
03/24/23 14:39
03/25/23 21:26
1
Bis(2-chloroethyl)ether
<3.43
9.54
3.43
ug/L
03/24/23 14:39
03/25/23 21:26
1
Bis(2-ethylhexyl) phthalate
<2.86
9.54
2.86
ug/L
03/24/23 14:39
03/25/23 21:26
1
Butyl benzyl phthalate
<2.67
9.54
2.67
ug/L
03/24/23 14:39
03/25/23 21:26
1
Chrysene
<3.62
9.54
3.62
ug/L
03/24/23 14:39
03/25/23 21:26
1
Dibenz(a,h)anthracene
<2.86
9.54
2.86
ug/L
03/24/23 14:39
03/25/23 21:26
1
Dibenzofuran
<1.81
9.54
1.81
ug/L
03/24/23 14:39
03/25/23 21:26
1
Diethyl phthalate
<2.10
9.54
2.10
ug/L
03/24/23 14:39
03/25/23 21:26
1
Di-n-butyl phthalate
<2.19
9.54
2.19
ug/L
03/24/23 14:39
03/25/23 21:26
1
Di-n-octyl phthalate
<2.67
9.54
2.67
ug/L
03/24/23 14:39
03/25/23 21:26
1
Fluoranthene
<1.53
9.54
1.53
ug/L
03/24/23 14:39
03/25/23 21:26
1
Fluorene
<3.24
9.54
3.24
ug/L
03/24/23 14:39
03/25/23 21:26
1
Hexachlorobenzene
<1.53
9.54
1.53
ug/L
03/24/23 14:39
03/25/23 21:26
1
Hexachlorocyclopentadiene
<3.34
9.54
3.34
ug/L
03/24/23 14:39
03/25/23 21:26
1
Hexachloroethane
<3.43
9.54
3.43
ug/L
03/24/23 14:39
03/25/23 21:26
1
Indeno[1,2,3-cd]pyrene
<4.10
9.54
4.10
ug/L
03/24/23 14:39
03/25/23 21:26
1
Isophorone
<1.91
9.54
1.91
ug/L
03/24/23 14:39
03/25/23 21:26
1
Nitrobenzene
<3.34
9.54
3.34
ug/L
03/24/23 14:39
03/25/23 21:26
1
N-Nitrosodimethylamine
<2.00
9.54
2.00
ug/L
03/24/23 14:39
03/25/23 21:26
1
N-N itrosod i-n-propylamine
<2.29
9.54
2.29
ug/L
03/24/23 14:39
03/25/23 21:26
1
N-Nitrosodiphenylamine
<2.77
9.54
2.77
ug/L
03/24/23 14:39
03/25/23 21:26
1
Phenanthrene
<4.10
9.54
4.10
ug/L
03/24/23 14:39
03/25/23 21:26
1
Phenol
<1.43
9.54
1.43
ug/L
03/24/23 14:39
03/25/23 21:26
1
Pyrene
<3.53
9.54
3.53
ug/L
03/24/23 14:39
03/25/23 21:26
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
2,4,6-Tribromophenol (Surr)
94
30- 130
03124123 14:39
03125123 21:26
1
2-Fluorobiphenyl (Surr)
50
25 - 130
03/24/23 14:39
03/25/23 21:26
1
2-Fluorophenol (Surr)
27
10 - 130
03/24/23 14:39
03/25/23 21:26
1
Nitrobenzene-d5 (Surr)
54
30 - 130
03/24/23 14:39
03/25/23 21:26
1
Phenol-d5 (Surr)
20
10 - 130
03/24/23 14:39
03/25/23 21:26
1
Terphenyl-d 14 (Surr)
62
35 - 131
03/24/23 14:39
03/25/23 21:26
1
Method: RSK-175 - Dissolved Gases (GC)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Carbon dioxide
394000
10000
5000
ug/L
03/28/23 13:25
1
Ethane
<1.70
4.00
1.70
ug/L
03/29/2314:54
1
Ethene
<1.60
3.00
1.60
ug/L
03/29/2314:54
1
Methane
8320
2.00
1.20
ug/L
03/29/2314:54
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
Acetylene
83
50 - 150
03/29/23 14:54
1
Method: SW846 8081 B - Organochlorine Pesticides
(GC)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
4,4'-DDD
<0.00198
0.0495
0.00198
ug/L
03/27/2317:28
1
Eurofins Raleigh
Page 34 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW6
Lab Sample
ID: 752-4682-1
Date Collected: 03/21/23 12:30
Matrix:
Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8081 B - Organochlorine Pesticides
(GC) (Continued)
Analyte
Result Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
4,4'-DDE
<0.000991
0.0495
0.000991
ug/L
03/2712317:28
1
4,4'-DDT
<0.000991
0.0495
0.000991
ug/L
03/27/23 17:28
1
Aldrin
<0.00198
0.0495
0.00198
ug/L
03/27/23 17:28
1
alpha-BHC
<0.000991
0.0495
0.000991
ug/L
03/27/23 17:28
1
alpha -Chlordane
<0.00495
0.0495
0.00495
ug/L
03/27/23 17:28
1
beta-BHC
<0.00198
0.0495
0.00198
ug/L
03/27/23 17:28
1
Chlordane (technical)
<0.159
0.495
0.159
ug/L
03/27/23 17:28
1
Chlorobenzilate
<0.634
2.97
0.634
ug/L
03/27/23 17:28
1
delta-BHC
<0.00198
0.0495
0.00198
ug/L
03/27/23 17:28
1
Dieldrin
<0.00198
0.0495
0.00198
ug/L
03/27/23 17:28
1
Endosulfan 1
<0.00198
0.0495
0.00198
ug/L
03/27/23 17:28
1
Endosulfan II
<0.00198
0.0495
0.00198
ug/L
03/27/23 17:28
1
Endosulfan sulfate
<0.00198
0.0495
0.00198
ug/L
03/27/23 17:28
1
Endrin
<0.000991
0.0495
0.000991
ug/L
03/27/23 17:28
1
Endrin aldehyde
<0.00396
0.0495
0.00396
ug/L
03/27/23 17:28
1
gamma-BHC (Lindane)
<0.000991
0.0495
0.000991
ug/L
03/27/23 17:28
1
gamma -Chlordane
<0.00595
0.0495
0.00595
ug/L
03/27/23 17:28
1
Heptachlor
<0.000991
0.0495
0.000991
ug/L
03/27/23 17:28
1
Heptachlor epoxide
<0.00198
0.0495
0.00198
ug/L
03/27/23 17:28
1
Isodrin
<0.0109
0.0495
0.0109
ug/L
03/27/23 17:28
1
Kepone
<2.58
4.95
2.58
ug/L
03/27/23 17:28
1
Methoxychlor
<0.00198
0.0495
0.00198
ug/L
03/27/23 17:28
1
Toxaphene
<0.307
4.95
0.307
ug/L
03/27/23 17:28
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCB Decachlorobiphenyl
69
30- 130
03/27/23 17.28
1
Tetrachloro-m-xylene
ill
30- 130
03/27/23 17.28
1
Method: SW846 8082A - Polychlorinated
Biphenyls
(PCBs) by Gas Chromatography
Analyte
Result Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
PCB-1016
<0.317 *1
0.991
0.317
ug/L
03/27/23 17:28
1
PCB-1221
<0.337
0.991
0.337
ug/L
03/27/23 17:28
1
PCB-1232
<0.337
0.991
0.337
ug/L
03/27/23 17:28
1
PCB-1242
<0.337
0.991
0.337
ug/L
03/27/23 17:28
1
PCB-1248
<0.337
0.991
0.337
ug/L
03/27/23 17:28
1
PCB-1254
<0.337
0.991
0.337
ug/L
03/27/23 17:28
1
PCB-1260
<0.337 *1
0.991
0.337
ug/L
03/27/23 17:28
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
DU Fac
Tetrachloro-m-xylene
ill
30- 130
03/27/23 17.28
1
DCB Decachlorobiphenyl
69
30 - 130
03/27/23 17:28
1
Method: SW846 8151A - Herbicides (GC)
Analyte
Result Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Pentachlorophenol
<0.0218
0.237
0.0218
ug/L
03/27/23 10:41
03/30/23 00:36
1
Dinoseb
<0.0948
0.474
0.0948
ug/L
03/27/23 10:41
03/30/23 00:36
1
Silvex (2,4,5-TP)
<0.0910
0.806
0.0910
ug/L
03/27/23 10:41
03/30/23 00:36
1
2,4,5-T
<0.133
0.806
0.133
ug/L
03/27/23 10:41
03/30/23 00:36
1
2,4-D
<0.171
1.04
0.171
ug/L
03/27/23 10:41
03/30/23 00:36
1
Eurofins Raleigh
Page 35 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW6
Lab Sample ID: 752-4682-1
Date Collected: 03/21/23 12:30
Matrix: Ground Water
Date Received: 03/22/23 10:00
Surrogate %Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
DCAA 65 p
26 - 137
03/27/23 10:41 03/30/23 00:36
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Sulfate <0.400
1.00
0.400
mg/L
04/11/2317:34
1
Chloride 98.9
0.500
0.200
mg/L
04/05/23 21:33
1
Method: Lab SOP VFA-HPLC - Volatile Fatty Acids (HPLC/UV)
Analyte Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Acetic acid 25.1
5.00
1.80
mg/L
03/29/23 19:50
10
Butyric acid <0.890
5.00
0.890
mg/L
03/29/23 19:50
10
Propionic acid <0.650
5.00
0.650
mg/L
03/29/23 19:50
10
Pyruvic Acid <0.210
5.00
0.210
mg/L
03/29/23 19:50
10
Hexanoic acid <2.60
5.00
2.60
mg/L
03/29/23 19:50
10
Iso-Hexanoic Acid <4.40
5.00
4.40
mg/L
03/29/23 19:50
10
Iso-Pentanoic Acid 33.2
5.00
1.80
mg/L
03/29/23 19:50
10
Pentanoic acid <1.40
5.00
1.40
mg/L
03/29/23 19:50
10
Lactic Acid/HIBA 19.9
5.00
1.30
mg/L
03/29/23 19:50
10
(2-Hydroxyisobutyic acid)
Surrogate
%Recovery
Qualifier Limits
Prepared
Analyzed
Dil Fac
Trimethylacetic Acid
03/29/23 19:50
10
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/24/23 06:33
03/24/23 19:17
1
Barium
185
10.0
4.40
ug/L
03/24/23 06:33
03/24/23 19:17
1
Beryllium
0.910
J B
4.00
0.300
ug/L
03/24/23 06:33
03/24/23 19:17
1
Cadmium
<0.440
5.00
0.440
ug/L
03/24/23 06:33
03/24/23 19:17
1
Chromium
2.15
J
10.0
1.10
ug/L
03/24/23 06:33
03/24/23 19:17
1
Cobalt
2.12
J
10.0
1.40
ug/L
03/24/23 06:33
03/24/23 19:17
1
Copper
8.05
J
20.0
3.20
ug/L
03/24/23 06:33
03/24/23 19:17
1
Lead
<6.60
10.0
6.60
ug/L
03/24/23 06:33
03/24/23 19:17
1
Nickel
5.35
J
40.0
3.30
ug/L
03/24/23 06:33
03/24/23 19:17
1
Selenium
<10.0
20.0
10.0
ug/L
03/24/23 06:33
03/24/23 19:17
1
Silver
<1.50
10.0
1.50
ug/L
03/24/23 06:33
03/24/23 19:17
1
Tin
<11.0
50.0
11.0
ug/L
03/24/23 06:33
03/24/23 19:17
1
Vanadium
5.52
J
10.0
1.00
ug/L
03/24/23 06:33
03/24/23 19:17
1
Zinc
19.3
J
20.0
8.70
ug/L
03/24/23 06:33
03/24/23 19:17
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Antimony
<0.340
5.00
0.340
ug/L
03/24/23 06:33
03/24/23 15:56
1
Thallium
<0.260
1.00
0.260
ug/L
03/24/23 06:33
03/24/23 15:56
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Mercury
<0.0800
0.200
0.0800
ug/L
03/24/2310:01
03/24/2317:07
1
Eurofins Raleigh
Page 36 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW6 Lab Sample ID: 752-4682-1
Date Collected: 03/21/23 12:30 Matrix: Ground Water
Date Received: 03/22/23 10:00
General Chemistry
Analyte
Result
Qualifier
RL
Alkalinity as CaCO3 to pH 4.5 (SM
232
5.00
2320B-2011)
Nitrate as N (EPA 353.2)
<0.0250
0.100
Nitrate Nitrite as N (EPA 353.2)
<0.0410
0.100
Nitrite as N (EPA 353.2)
<0.0168
0.100
Total Non-purgeable Organic
22.2
1.00
Carbon (SM 5310 B-2011)
Cyanide, Total (SW846 9012B)
0.00591
J
0.0100
Chemical Oxygen Demand (SM
71.1
10.0
5220D)
Analyte
Result
Qualifier
RL
Sulfide (SM 4500 S2 F-2011)
<0.962
0.962
Biochemical Oxygen Demand (SM
13.7
6.00
5210B)
Client Sample ID: 4501-MW7
Date Collected: 03/21/23 15:03
Date Received: 03/22/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte
Result
Qualifier
RL
1,4-Dioxane
19.4
0.500
Surrogate %Recovery
Qualifier
Limits
4-Bromofluorobenzene (Surr)
80
70 - 130
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result
Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.170
1.00
1,1,1-Trichloroethane
<0.120
1.00
1,1,2,2-Tetrachloroethane
<0.280
1.00
1,1,2-Trichloroethane
<0.140
1.00
1,1-Dichloroethane
<0.130
1.00
1,1-Dichloroethene
<0.210
1.00
1,1-Dichloropropene
<0.150
1.00
1,2,3-Trichloropropane
<0.490
1.00
1,2,4-Trichlorobenzene
1.14
1.00
1,2-Dibromo-3-Chloropropane
<0.480
1.00
1,2-Dibromoethane
<0.660
1.00
1,2-Dichlorobenzene
0.691
J
1.00
1,2-Dichloroethane
<0.210
1.00
1,2-Dichloropropane
<0.100
1.00
1,3-Dichlorobenzene
<0.150
1.00
1,3-Dichloropropane
<0.160
1.00
1,4-Dichlorobenzene
10.2
1.00
2,2-Dichloropropane
<0.280
1.00
2-Butanone (MEK)
<10.0
20.0
2-Hexanone
<0.880
5.00
3-Chloropropene
<0.110
1.00
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
Acetone
<10.0
20.0
MDL
Unit
D Prepared Analyzed
Dil Fac
2.20
mg/L
03/25/23 03:24
1
0.0250
mg/L
03/29/2315:43
1
0.0410
mg/L
03/27/2312:17
1
0.0168
mg/L
03/22/2316:07
1
0.500
mg/L
04/02/23 05:20
1
0.00250
mg/L
03/30/23 08:29 03/30/23 12:28
1
10.0
mg/L
03/30/2310:08
1
RL
Unit
D Prepared Analyzed
Dil Fac
0.962
mg/L
03/24/2310:13
1
6.00
mg/L
03/22/2317:01
1
Lab Sample ID: 752-4682-2
Matrix: Ground Water
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.320
ug/L
03/31/2316:14
1
Prepared
Analyzed
Dil Fac
03/31/23 16:14
1
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.170
ug/L
04/04/23 20:09
1
0.120
ug/L
04/04/23 20:09
1
0.280
ug/L
04/04/23 20:09
1
0.140
ug/L
04/04/23 20:09
1
0.130
ug/L
04/04/23 20:09
1
0.210
ug/L
04/04/23 20:09
1
0.150
ug/L
04/04/23 20:09
1
0.490
ug/L
04/04/23 20:09
1
0.140
ug/L
04/04/23 20:09
1
0.480
ug/L
04/04/23 20:09
1
0.660
ug/L
04/04/23 20:09
1
0.190
ug/L
04/04/23 20:09
1
0.210
ug/L
04/04/23 20:09
1
0.100
ug/L
04/04/23 20:09
1
0.150
ug/L
04/04/23 20:09
1
0.160
ug/L
04/04/23 20:09
1
0.190
ug/L
04/04/23 20:09
1
0.280
ug/L
04/04/23 20:09
1
10.0
ug/L
04/04/23 20:09
1
0.880
ug/L
04/04/23 20:09
1
0.110
ug/L
04/04/23 20:09
1
1.10
ug/L
04/04/23 20:09
1
10.0
ug/L
04/04/23 20:09
1
Eurofins Raleigh
Page 37 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW7 Lab Sample ID: 752-4682-2
Date Collected: 03/21/23 15:03 Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
Acetonitrile
<5.00
10.0
5.00
ug/L
Acrolein
<4.00
10.0
4.00
ug/L
Acrylonitrile
<3.50
10.0
3.50
ug/L
Benzene
0.994 J
1.00
0.150
ug/L
Bromochloromethane
<0.480
1.00
0.480
ug/L
Bromodichloromethane
<0.170
1.00
0.170
ug/L
Bromoform
<0.220
1.00
0.220
ug/L
Bromomethane
<0.140
1.00
0.140
ug/L
Carbon disulfide
<1.50
5.00
1.50
ug/L
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
Chlorobenzene
7.60
1.00
0.170
ug/L
Chloroethane
<0.230
1.00
0.230
ug/L
Chloroform
<0.180
1.00
0.180
ug/L
Chloromethane
<0.130
1.00
0.130
ug/L
Chloroprene
<0.640
1.00
0.640
ug/L
cis-1,2-Dichloroethene
2.40
1.00
0.150
ug/L
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
Dibromochloromethane
<0.170
1.00
0.170
ug/L
Dibromomethane
<0.270
1.00
0.270
ug/L
Dichlorodifluoromethane
<0.200 *+
1.00
0.200
ug/L
Ethyl methacrylate
<0.380
1.00
0.380
ug/L
Ethylbenzene
<0.130
1.00
0.130
ug/L
Hexachlorobutadiene
<0.220
1.00
0.220
ug/L
lodomethane
<1.70
5.00
1.70
ug/L
Isobutyl alcohol
<11.0
50.0
11.0
ug/L
Methacrylonitrile
<4.90
10.0
4.90
ug/L
Methyl methacrylate
<0.510
1.00
0.510
ug/L
Methylene Chloride
0.267 J
1.00
0.230
ug/L
Naphthalene
<0.110
1.00
0.110
ug/L
Propionitrile
<5.00
10.0
5.00
ug/L
Styrene
<0.110
1.00
0.110
ug/L
Tetrachloroethene
<0.170
1.00
0.170
ug/L
Toluene
<0.140
1.00
0.140
ug/L
trans- l,2-Dichloroethene
<0.210
1.00
0.210
ug/L
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
Trichloroethene
<0.150
1.00
0.150
ug/L
Trichlorofluoromethane
<0.240 *+
1.00
0.240
ug/L
Vinyl acetate
<0.950
5.00
0.950
ug/L
Vinyl chloride
0.805 J *+
1.00
0.320
ug/L
Xylenes, Total
<0.450
3.00
0.450
ug/L
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
116
53 - 136
Dibromofluoromethane (Surr)
108
67- 129
Toluene-d8 (Surr)
107
59 - 134
Method: SW846 8270D - Semivolatile Organic Compounds (GC/MS)
Analyte
Result Qualifier
RL
MDL
Unit
1,2,4,5-Tetrachlorobenzene
<4.39
9.74
4.39
ug/L
D Prepared
Analyzed
Dil Fac
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
04/04/23 20:09
1
Prepared
Analyzed
Dil Fac
04104123 20:09
1
04104123 20:09
1
04104123 20:09
1
D Prepared
Analyzed
Dil Fac
03/24/23 14:39
03/25/23 21:48
1
0
Eurofins Raleigh
Page 38 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW7
Lab Sample
ID: 752-4682-2
Date Collected: 03/21/23 15:03
Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8270D - Semivolatile Organic Compounds
(GC/MS) (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
2,3,4,6-Tetrachlorophenol
<4.19
9.74
4.19
ug/L
03/24/23 14:39
03/25/23 21:48
1
2,4,5-Trichlorophenol
<3.22
9.74
3.22
ug/L
03/24/23 14:39
03/25/23 21:48
1
2,4,6-Trichlorophenol
<2.14
9.74
2.14
ug/L
03/24/23 14:39
03/25/23 21:48
1
2,4-Dichlorophenol
<3.61
9.74
3.61
ug/L
03/24/23 14:39
03/25/23 21:48
1
2,4-Dimethylphenol
<2.92
9.74
2.92
ug/L
03/24/23 14:39
03/25/23 21:48
1
2,4-Dinitrophenol
<15.6 *+
48.7
15.6
ug/L
03/24/23 14:39
03/25/23 21:48
1
2,4-Dinitrotoluene
<2.24
9.74
2.24
ug/L
03/24/23 14:39
03/25/23 21:48
1
2,6-Dinitrotoluene
<2.73
9.74
2.73
ug/L
03/24/23 14:39
03/25/23 21:48
1
2-Chloronaphthalene
<4.68
9.74
4.68
ug/L
03/24/23 14:39
03/25/23 21:48
1
2-Chlorophenol
<3.12
9.74
3.12
ug/L
03/24/23 14:39
03/25/23 21:48
1
2-Methylphenol
<1.75
9.74
1.75
ug/L
03/24/23 14:39
03/25/23 21:48
1
2-Nitroaniline
<2.83
48.7
2.83
ug/L
03/24/23 14:39
03/25/23 21:48
1
2-Nitrophenol
<3.80
9.74
3.80
ug/L
03/24/23 14:39
03/25/23 21:48
1
3 & 4 Methylphenol
<1.36
9.74
1.36
ug/L
03/24/23 14:39
03/25/23 21:48
1
3,3'-Dichlorobenzidine
<9.74
58.5
9.74
ug/L
03/24/23 14:39
03/25/23 21:48
1
3-Nitroaniline
<2.92
48.7
2.92
ug/L
03/24/23 14:39
03/25/23 21:48
1
4,6-Dinitro-2-methylphenol
<5.16
48.7
5.16
ug/L
03/24/23 14:39
03/25/23 21:48
1
4-Bromophenyl phenyl ether
<4.58
9.74
4.58
ug/L
03/24/23 14:39
03/25/23 21:48
1
4-Chloro-3-methylphenol
<2.44
9.74
2.44
ug/L
03/24/23 14:39
03/25/23 21:48
1
4-Chloroaniline
<0.974
19.5
0.974
ug/L
03/24/23 14:39
03/25/23 21:48
1
4-Chlorophenyl phenyl ether
<5.16
9.74
5.16
ug/L
03/24/23 14:39
03/25/23 21:48
1
4-Nitroaniline
<2.92
48.7
2.92
ug/L
03/24/23 14:39
03/25/23 21:48
1
4-Nitrophenol
<7.89
48.7
7.89
ug/L
03/24/23 14:39
03/25/23 21:48
1
Acenaphthene
<4.29
9.74
4.29
ug/L
03/24/23 14:39
03/25/23 21:48
1
Acenaphthylene
<3.51
9.74
3.51
ug/L
03/24/23 14:39
03/25/23 21:48
1
Acetophenone
<2.14
9.74
2.14
ug/L
03/24/23 14:39
03/25/23 21:48
1
Anthracene
<3.51
9.74
3.51
ug/L
03/24/23 14:39
03/25/23 21:48
1
Benzo[a]anthracene
<4.09
9.74
4.09
ug/L
03/24/23 14:39
03/25/23 21:48
1
Benzo[a]pyrene
<2.73
9.74
2.73
ug/L
03/24/23 14:39
03/25/23 21:48
1
Benzo[b]fluoranthene
<3.02
9.74
3.02
ug/L
03/24/23 14:39
03/25/23 21:48
1
Benzo[g,h,i]perylene
<2.92
9.74
2.92
ug/L
03/24/23 14:39
03/25/23 21:48
1
Benzo[k]fluoranthene
<2.83
9.74
2.83
ug/L
03/24/23 14:39
03/25/23 21:48
1
Benzyl alcohol
<2.53
9.74
2.53
ug/L
03/24/23 14:39
03/25/23 21:48
1
bis (2-chloroisopropyl) ether
<3.02
9.74
3.02
ug/L
03/24/23 14:39
03/25/23 21:48
1
Bis(2-chloroethoxy)methane
<1.75
9.74
1.75
ug/L
03/24/23 14:39
03/25/23 21:48
1
Bis(2-chloroethyl)ether
<3.51
9.74
3.51
ug/L
03/24/23 14:39
03/25/23 21:48
1
Bis(2-ethylhexyl) phthalate
<2.92
9.74
2.92
ug/L
03/24/23 14:39
03/25/23 21:48
1
Butyl benzyl phthalate
<2.73
9.74
2.73
ug/L
03/24/23 14:39
03/25/23 21:48
1
Chrysene
<3.70
9.74
3.70
ug/L
03/24/23 14:39
03/25/23 21:48
1
Dibenz(a,h)anthracene
<2.92
9.74
2.92
ug/L
03/24/23 14:39
03/25/23 21:48
1
Dibenzofuran
<1.85
9.74
1.85
ug/L
03/24/23 14:39
03/25/23 21:48
1
Diethyl phthalate
<2.14
9.74
2.14
ug/L
03/24/23 14:39
03/25/23 21:48
1
Di-n-butyl phthalate
<2.24
9.74
2.24
ug/L
03/24/23 14:39
03/25/23 21:48
1
Di-n-octyl phthalate
<2.73
9.74
2.73
ug/L
03/24/23 14:39
03/25/23 21:48
1
Fluoranthene
<1.56
9.74
1.56
ug/L
03/24/23 14:39
03/25/23 21:48
1
Fluorene
<3.31
9.74
3.31
ug/L
03/24/23 14:39
03/25/23 21:48
1
Hexachlorobenzene
<1.56
9.74
1.56
ug/L
03/24/23 14:39
03/25/23 21:48
1
Hexachlorocyclopentadiene
<3.41
9.74
3.41
ug/L
03/24/23 14:39
03/25/23 21:48
1
Hexachloroethane
<3.51
9.74
3.51
ug/L
03/24/23 14:39
03/25/23 21:48
1
Eurofins Raleigh
Page 39 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW7
Lab Sample
ID: 752-4682-2
Date Collected: 03/21/23 15:03
Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Indeno[1,2,3-cd]pyrene
<4.19
9.74
4.19
ug/L
03/24/23 14:39
03/25/23 21:48
1
Isophorone
<1.95
9.74
1.95
ug/L
03/24/23 14:39
03/25/23 21:48
1 �.
Nitrobenzene
<3.41
9.74
3.41
ug/L
03/24/23 14:39
03/25/23 21:48
1
N-Nitrosodimethylamine
<2.05
9.74
2.05
ug/L
03/24/23 14:39
03/25/23 21:48
1
N-Nitrosodi-n-propylamine
<2.34
9.74
2.34
ug/L
03/24/23 14:39
03/25/23 21:48
1
N-Nitrosodiphenylamine
<2.83
9.74
2.83
ug/L
03/24/23 14:39
03/25/23 21:48
1
Phenanthrene
<4.19
9.74
4.19
ug/L
03/24/23 14:39
03/25/23 21:48
1
Phenol
<1.46
9.74
1.46
ug/L
03/24/23 14:39
03/25/23 21:48
1
Pyrene
<3.61
9.74
3.61
ug/L
03/24/23 14:39
03/25/23 21:48
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
2,4,6-Tribromophenol (Surr)
91
30- 130
03/24/23 14:39
03/25/23 21:48
1
2-Fluorobiphenyl (Surr)
60
25 - 130
03/24/23 14:39
03125123 21:48
1
2-Fluorophenol (Surr)
38
10 - 130
03/24/23 14:39
03125123 21:48
1
Nitrobenzene-d5 (Surr)
67
30 - 130
03124123 14:39
03/25/23 21:48
1
Phenol-d5 (Surr)
26
10 - 130
03124123 14:39
03/25/23 21:48
1
Terphenyl-d14 (Surr)
67
35- 131
03124123 14:39
03/25/23 21:48
1
Method: RSK-175 - Dissolved Gases (GC)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Carbon dioxide
387000
10000
5000
ug/L
03/28/23 13:34
1
Ethane
<1.70
4.00
1.70
ug/L
03/29/2315:03
1
Ethene
<1.60
3.00
1.60
ug/L
03/29/2315:03
1
Methane
273
2.00
1.20
ug/L
03/29/2315:03
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
Acetylene
84
50 - 150
03/29/23 15:03
1
Method: SW846 8081 B - Organochlorine Pesticides
(GC)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
4,4'-DDD
<0.00190
0.0475
0.00190
ug/L
03/27/23 17:44
1
4,4'-DDE
<0.000950
0.0475
0.000950
ug/L
03/27/23 17:44
1
4,4'-DDT
<0.000950
0.0475
0.000950
ug/L
03/27/23 17:44
1
Aldrin
<0.00190
0.0475
0.00190
ug/L
03/27/23 17:44
1
alpha-BHC
<0.000950
0.0475
0.000950
ug/L
03/27/23 17:44
1
alpha -Chlordane
<0.00475
0.0475
0.00475
ug/L
03/27/23 17:44
1
beta-BHC
<0.00190
0.0475
0.00190
ug/L
03/27/23 17:44
1
Chlordane (technical)
<0.152
0.475
0.152
ug/L
03/27/23 17:44
1
Chlorobenzilate
<0.608
2.85
0.608
ug/L
03/27/23 17:44
1
delta-BHC
<0.00190
0.0475
0.00190
ug/L
03/27/23 17:44
1
Dieldrin
<0.00190
0.0475
0.00190
ug/L
03/27/23 17:44
1
Endosulfan I
<0.00190
0.0475
0.00190
ug/L
03/27/23 17:44
1
Endosulfan II
<0.00190
0.0475
0.00190
ug/L
03/27/23 17:44
1
Endosulfan sulfate
<0.00190
0.0475
0.00190
ug/L
03/27/23 17:44
1
Endrin
<0.000950
0.0475
0.000950
ug/L
03/27/23 17:44
1
Endrin aldehyde
<0.00380
0.0475
0.00380
ug/L
03/27/23 17:44
1
gamma-BHC (Lindane)
<0.000950
0.0475
0.000950
ug/L
03/27/23 17:44
1
gamma -Chlordane
<0.00570
0.0475
0.00570
ug/L
03/27/23 17:44
1
Heptachlor
<0.000950
0.0475
0.000950
ug/L
03/27/23 17:44
1
Heptachlor epoxide
0.00911 J P
0.0475
0.00190
ug/L
03/27/23 17:44
1
Eurofins Raleigh
Page 40 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW7 Lab Sample ID: 752-4682-2
Date Collected: 03/21/23 15:03 Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8081 B - Organochlorine Pesticides (GC) (Continued)
Analyte
Result Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Isodrin
<0.0105
0.0475
0.0105
ug/L
03/27/23 17:44
1
Kepone
<2.47
4.75
2.47
ug/L
03/27/23 17:44
1 �.
Methoxychlor
<0.00190
0.0475
0.00190
ug/L
03/27/23 17:44
1
Toxaphene
<0.295
4.75
0.295
ug/L
03/27/23 17:44
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCB Decachlorobiphenyl
91 p
30- 130
03/27/23 17744
1
Tetrachloro-m-xylene
121 p
30 - 130
03/27/23 17:44
1
Method: SW846 8082A - Polychlorinated Biphenyls
(PCBs) by Gas
Chromatography
Analyte
Result Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
PCB-1016
<0.304 *1
0.950
0.304
ug/L
03/27/23 17:44
1
PCB-1221
<0.323
0.950
0.323
ug/L
03/27/23 17:44
1
PCB-1232
<0.323
0.950
0.323
ug/L
03/27/23 17:44
1
PCB-1242
<0.323
0.950
0.323
ug/L
03/27/23 17:44
1
PCB-1248
<0.323
0.950
0.323
ug/L
03/27/23 17:44
1
PCB-1254
<0.323
0.950
0.323
ug/L
03/27/23 17:44
1
PCB-1260
<0.323 *1
0.950
0.323
ug/L
03/27/23 17:44
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
Tetrachloro-m-xylene
121 p
30 - 130
03/27/23 17:44
1
DCB Decachlorobiphenyl
91 p
30 - 130
03/27/23 17:44
1
Method: SW846 8151A- Herbicides (GC)
Analyte
Result Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Pentachlorophenol
<0.0223
0.243
0.0223
ug/L
03/27/23 10:41
03/30/23 00:58
1
Dinoseb
<0.0970
0.485
0.0970
ug/L
03/27/23 10:41
03/30/23 00:58
1
Silvex (2,4,5-TP)
<0.0932
0.825
0.0932
ug/L
03/27/23 10:41
03/30/23 00:58
1
2,4,5-T
<0.136
0.825
0.136
ug/L
03/27/23 10:41
03/30/23 00:58
1
2,4-D
<0.175
1.07
0.175
ug/L
03/27/23 10:41
03/30/23 00:58
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCAA
55 p
26 - 137
03/27/23 10:41
03/30/23 00:58
1
Method: MCAWW 300.0-1993
R2.1 - Anions, Ion Chromatography
Analyte
Result Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Sulfate
2.04
1.00
0.400
mg/L
04/11/2317:48
1
Chloride
103
0.500
0.200
mg/L
04/06/23 09:25
1
Method: Lab SOP VFA-HPLC - Volatile Fatty Acids (HPLC/UV)
Analyte
Result Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Acetic acid
7.80
5.00
1.80
mg/L
03/29/23 19:50
10
Butyric acid
<0.890
5.00
0.890
mg/L
03/29/23 19:50
10
Propionic acid
<0.650
5.00
0.650
mg/L
03/29/23 19:50
10
Pyruvic Acid
<0.210
5.00
0.210
mg/L
03/29/23 19:50
10
Hexanoic acid
<2.60
5.00
2.60
mg/L
03/29/23 19:50
10
Iso-Hexanoic Acid
<4.40
5.00
4.40
mg/L
03/29/23 19:50
10
Iso-Pentanoic Acid
12.5
5.00
1.80
mg/L
03/29/23 19:50
10
Pentanoic acid
<1.40
5.00
1.40
mg/L
03/29/23 19:50
10
Lactic Acid/HIBA
12.5
5.00
1.30
mg/L
03/29/23 19:50
10
(2-Hydroxyisobutyic acid)
Eurofins Raleigh
Page 41 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW7 Lab Sample ID: 752-4682-2
Date Collected: 03/21/23 15:03 Matrix: Ground Water
Date Received: 03/22/23 10:00
Surrogate
%Recovery
Qualifier Limits
Trimethylacetic Acid
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result
Qualifier
RL
Arsenic
<6.40
20.0
Barium
575
10.0
Beryllium
1.19
J B
4.00
Cadmium
0.500
J
5.00
Chromium
<1.10
10.0
Cobalt
2.24
J
10.0
Copper
<3.20
20.0
Lead
<6.60
10.0
Nickel
<3.30
40.0
Selenium
<10.0
20.0
Silver
<1.50
10.0
Tin
<11.0
50.0
Vanadium
<1.00
10.0
Zinc
<8.70
20.0
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
Antimony
<0.340
5.00
Thallium
0.265
J
1.00
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
Mercury
<0.0800
0.200
General Chemistry
MDL Unit
6.40 ug/L
4.40 ug/L
0.300 ug/L
0.440 ug/L
1.10 ug/L
1.40 ug/L
3.20 ug/L
6.60 ug/L
3.30 ug/L
10.0 ug/L
1.50 ug/L
11.0 ug/L
1.00 ug/L
8.70 ug/L
MDL Unit
0.340 ug/L
0.260 ug/L
MDL Unit
0.0800 ug/L
Analyte Result Qualifier RL MDL Unit
Alkalinity as CaCO3 to pH 4.5 (SM 265 5.00 2.20 mg/L
2320B-2011)
Prepared
Analyzed
Dil Fac
03/29/23 19:50
10
D Prepared
Analyzed
Dil Fac
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
03/24/23 06:33
03/24/23 19:21
1
D Prepared
Analyzed
Dil Fac
03/24/23 06:33
03/24/23 16:00
1
03/24/23 06:33
03/24/23 16:00
1
D Prepared
Analyzed
Dil Fac
03/24/23 10:01
03/24/23 17:10
1
D Prepared
Analyzed
Dil Fac
03/25/23 02:33
1
Nitrate as N (EPA 353.2)
<0.0250
0.100
0.0250
mg/L
03/29/23 15:43
1
Nitrate Nitrite as N (EPA 353.2)
<0.0410
0.100
0.0410
mg/L
03/27/23 12:19
1
Nitrite as N (EPA 353.2)
<0.0168
0.100
0.0168
mg/L
03/22/23 16:08
1
Total Non-purgeable Organic
4.88
1.00
0.500
mg/L
04/02/23 05:39
1
Carbon (SM 5310 B-2011)
Cyanide, Total (SW846 9012B)
0.00344 J
0.0100
0.00250
mg/L
03/30/23 08:29 03/30/23 12:36
1
Chemical Oxygen Demand (SM
41.6
10.0
10.0
mg/L
03/30/23 10:08
1
5220D)
Analyte
Result Qualifier
RL
RL
Unit
D Prepared Analyzed
Dil Fac
Sulfide (SM 4500 S2 F-2011)
<0.926
0.926
0.926
mg/L
03/24/23 10:13
1
Biochemical Oxygen Demand (SM
<2.00
2.00
2.00
mg/L
03/22/23 17:07
1
5210B)
Client Sample ID: 4501-MW10 Lab Sample ID: 752-4682-3
Date Collected: 03/21/23 10:19 Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte Result Qualifier RL MDL Unit D
1,4-Dioxane <0.320 0.500 0.320 ug/L
Prepared Analyzed Dil Fac
03/31 /23 16:41 1
Eurofins Raleigh
Page 42 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW10 Lab Sample ID: 752-4682-3
Date Collected: 03/21/23 10:19 Matrix: Ground Water
Date Received: 03/22/23 10:00
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
77
70 - 130
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.170
1.00
1,1,1-Trichloroethane
<0.120
1.00
1,1,2,2-Tetrachloroethane
<0.280
1.00
1,1,2-Trichloroethane
<0.140
1.00
1,1-Dichloroethane
<0.130
1.00
1,1-Dichloroethene
<0.210
1.00
1,2,3-Trichloropropane
<0.490
1.00
1,2-Dibromo-3-Chloropropane
<0.480
1.00
1,2-Dibromoethane
<0.660
1.00
1,2-Dichlorobenzene
<0.190
1.00
1,2-Dichloroethane
<0.210
1.00
1,2-Dichloropropane
<0.100
1.00
1,4-Dichlorobenzene
<0.190
1.00
2-Butanone (MEK)
<10.0
20.0
2-Hexanone
<0.880
5.00
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
Acetone
<10.0
20.0
Acrylonitrile
<3.50
10.0
Benzene
<0.150
1.00
Bromochloromethane
<0.480
1.00
Bromodichloromethane
<0.170
1.00
Bromoform
<0.220
1.00
Bromomethane
<0.140
1.00
Carbon disulfide
<1.50
5.00
Carbon tetrachloride
<0.170
1.00
Chlorobenzene
<0.170
1.00
Chloroethane
<0.230
1.00
Chloroform
<0.180
1.00
Chloromethane
<0.130
1.00
cis-1,2-Dichloroethene
<0.150
1.00
cis-1,3-Dichloropropene
<0.200
1.00
Dibromochloromethane
<0.170
1.00
Dibromomethane
<0.270
1.00
Ethylbenzene
<0.130
1.00
lodomethane
<1.70
5.00
Methylene Chloride
<0.230
1.00
Styrene
<0.110
1.00
Tetrachloroethene
<0.170
1.00
Tetrahydrofuran
<0.530
1.00
Toluene
<0.140
1.00
trans- 1,2-Dichloroethene
<0.210
1.00
trans- 1,3-Dichloropropene
<0.150
1.00
trans- 1,4-Dichloro-2-butene
<0.700
1.00
Trichloroethene
<0.150
1.00
Trichlorofluoromethane
<0.240+
1.00
Vinyl acetate
<0.950
5.00
Prepared Analyzed
Dil Fac
03/31/23 16:41
1
MDL
Unit
D Prepared Analyzed
Dil Fac
0.170
ug/L
04/04/23 20:38
1
0.120
ug/L
04/04/23 20:38
1
0.280
ug/L
04/04/23 20:38
1
0.140
ug/L
04/04/23 20:38
1
0.130
ug/L
04/04/23 20:38
1
0.210
ug/L
04/04/23 20:38
1
0.490
ug/L
04/04/23 20:38
1
0.480
ug/L
04/04/23 20:38
1
0.660
ug/L
04/04/23 20:38
1
0.190
ug/L
04/04/23 20:38
1
0.210
ug/L
04/04/23 20:38
1
0.100
ug/L
04/04/23 20:38
1
0.190
ug/L
04/04/23 20:38
1
10.0
ug/L
04/04/23 20:38
1
0.880
ug/L
04/04/23 20:38
1
1.10
ug/L
04/04/23 20:38
1
10.0
ug/L
04/04/23 20:38
1
3.50
ug/L
04/04/23 20:38
1
0.150
ug/L
04/04/23 20:38
1
0.480
ug/L
04/04/23 20:38
1
0.170
ug/L
04/04/23 20:38
1
0.220
ug/L
04/04/23 20:38
1
0.140
ug/L
04/04/23 20:38
1
1.50
ug/L
04/04/23 20:38
1
0.170
ug/L
04/04/23 20:38
1
0.170
ug/L
04/04/23 20:38
1
0.230
ug/L
04/04/23 20:38
1
0.180
ug/L
04/04/23 20:38
1
0.130
ug/L
04/04/23 20:38
1
0.150
ug/L
04/04/23 20:38
1
0.200
ug/L
04/04/23 20:38
1
0.170
ug/L
04/04/23 20:38
1
0.270
ug/L
04/04/23 20:38
1
0.130
ug/L
04/04/23 20:38
1
1.70
ug/L
04/04/23 20:38
1
0.230
ug/L
04/04/23 20:38
1
0.110
ug/L
04/04/23 20:38
1
0.170
ug/L
04/04/23 20:38
1
0.530
ug/L
04/04/23 20:38
1
0.140
ug/L
04/04/23 20:38
1
0.210
ug/L
04/04/23 20:38
1
0.150
ug/L
04/04/23 20:38
1
0.700
ug/L
04/04/23 20:38
1
0.150
ug/L
04/04/23 20:38
1
0.240
ug/L
04/04/23 20:38
1
0.950
ug/L
04/04/23 20:38
1
0
Eurofins Raleigh
Page 43 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW10
Lab Sample
ID: 752-4682-3
Date Collected: 03/21/23 10:19
Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Vinyl chloride <0.320 *+
1.00
0.320
ug/L
04/04/23 20:38
1
Xylenes, Total <0.450
3.00
0.450
ug/L
04/04/23 20:38
1
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr) 113
53 - 136
04104123 20:38
1
Dibromofluoromethane (Surr) 111
67- 129
04104123 20:38
1
Toluene-d8 (Surr) 108
59 - 134
04104123 20:38
1
Method: SW846 8151A- Herbicides (GC)
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
2,4-D <0.168
1.03
0.168
ug/L
03/27/23 10:41
03/30/23 01:20
1
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCAA 102 p
26 - 137
03/27/23 10:41
03/30/23 01:20
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Sulfate <0.400
1.00
0.400
mg/L
04/11/2318:01
1
Chloride 2.28
0.500
0.200
mg/L
04/06/2310:07
1
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Arsenic <6.40
20.0
6.40
ug/L
03/24/23 06:33
03/24/23 19:24
1
Barium <4.40
10.0
4.40
ug/L
03/24/23 06:33
03/24/23 19:24
1
Beryllium 1.08 J B
4.00
0.300
ug/L
03/24/23 06:33
03/24/23 19:24
1
Cadmium <0.440
5.00
0.440
ug/L
03/24/23 06:33
03/24/23 19:24
1
Chromium <1.10
10.0
1.10
ug/L
03/24/23 06:33
03/24/23 19:24
1
Cobalt <1.40
10.0
1.40
ug/L
03/24/23 06:33
03/24/23 19:24
1
Copper 3.86 J
20.0
3.20
ug/L
03/24/23 06:33
03/24/23 19:24
1
Iron <20.0
100
20.0
ug/L
03/24/23 06:33
03/24/23 19:24
1
Lead <6.60
10.0
6.60
ug/L
03/24/23 06:33
03/24/23 19:24
1
Manganese 6.43 J
10.0
1.30
ug/L
03/24/23 06:33
03/24/23 19:24
1
Nickel <3.30
40.0
3.30
ug/L
03/24/23 06:33
03/24/23 19:24
1
Selenium <10.0
20.0
10.0
ug/L
03/24/23 06:33
03/24/23 19:24
1
Silver <1.50
10.0
1.50
ug/L
03/24/23 06:33
03/24/23 19:24
1
Vanadium 1.38 J
10.0
1.00
ug/L
03/24/23 06:33
03/24/23 19:24
1
Zinc <8.70
20.0
8.70
ug/L
03/24/23 06:33
03/24/23 19:24
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Antimony <0.340
5.00
0.340
ug/L
03/24/23 06:33
03/24/23 16:04
1
Thallium <0.260
1.00
0.260
ug/L
03/24/23 06:33
03/24/23 16:04
1
Method: SW846 7470A - Mercury (CVAA)
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Mercury <0.0800
0.200
0.0800
ug/L
03/24/2310:01
03/24/2317:19
1
General Chemistry
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM 26.7
5.00
2.20
mg/L
03/25/23 02:15
1
23206-2011)
Total Dissolved Solids (SM 2540C) <100
100
100
mg/L
03/27/23 10:55
1
Eurofins Raleigh
Page 44 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW11 Lab Sample ID: 752-4682-4
Date Collected: 03/21/23 15:03 Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte Result Qualifier RL
1,4-Dioxane 1.98 0.500
Surrogate %Recovery Qualifier Limits
4-Bromofluorobenzene (Surr) 89 70 - 130
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.170
1.00
1,1,1-Trichloroethane
<0.120
1.00
1,1,2,2-Tetrachloroethane
<0.280
1.00
1,1,2-Trichloroethane
<0.140
1.00
1,1-Dichloroethane
<0.130
1.00
1,1-Dichloroethene
<0.210
1.00
1,2,3-Trichloropropane
<0.490
1.00
1,2-Dibromo-3-Chloropropane
<0.480
1.00
1,2-Dibromoethane
<0.660
1.00
1,2-Dichlorobenzene
<0.190
1.00
1,2-Dichloroethane
<0.210
1.00
1,2-Dichloropropane
<0.100
1.00
1,4-Dichlorobenzene
<0.190
1.00
2-Butanone (MEK)
<10.0
20.0
2-Hexanone
<0.880
5.00
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
Acetone
<10.0
20.0
Acrylonitrile
<3.50
10.0
Benzene
0.499 J
1.00
Bromochloromethane
<0.480
1.00
Bromodichloromethane
<0.170
1.00
Bromoform
<0.220
1.00
Bromomethane
<0.140
1.00
Carbon disulfide
<1.50
5.00
Carbon tetrachloride
<0.170
1.00
Chlorobenzene
<0.170
1.00
Chloroethane
<0.230
1.00
Chloroform
<0.180
1.00
Chloromethane
<0.130
1.00
cis-1,2-Dichloroethene
0.438 J
1.00
cis-1,3-Dichloropropene
<0.200
1.00
Dibromochloromethane
<0.170
1.00
Dibromomethane
<0.270
1.00
Ethylbenzene
<0.130
1.00
lodomethane
<1.70
5.00
Methylene Chloride
<0.230
1.00
Styrene
<0.110
1.00
Tetrachloroethene
<0.170
1.00
Tetrahydrofuran
<0.530
1.00
Toluene
<0.140
1.00
trans- 1,2-Dichloroethene
<0.210
1.00
trans- 1,3-Dichloropropene
<0.150
1.00
trans- 1,4-Dichloro-2-butene
<0.700
1.00
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.320
ug/L
03/31/2315:47
1
•
Prepared
Analyzed
Dil Fac
03/31/23 15:47
1
MDL
Unit
D Prepared
Analyzed
Dil Fac
C
0.170
ug/L
04/04/23 21:08
1
0.120
ug/L
04/04/23 21:08
1
0.280
ug/L
04/04/23 21:08
1
0.140
ug/L
04/04/23 21:08
1
0.130
ug/L
04/04/23 21:08
1
0.210
ug/L
04/04/23 21:08
1
0.490
ug/L
04/04/23 21:08
1
0.480
ug/L
04/04/23 21:08
1
0.660
ug/L
04/04/23 21:08
1
0.190
ug/L
04/04/23 21:08
1
0.210
ug/L
04/04/23 21:08
1
0.100
ug/L
04/04/23 21:08
1
0.190
ug/L
04/04/23 21:08
1
10.0
ug/L
04/04/23 21:08
1
0.880
ug/L
04/04/23 21:08
1
1.10
ug/L
04/04/23 21:08
1
10.0
ug/L
04/04/23 21:08
1
3.50
ug/L
04/04/23 21:08
1
0.150
ug/L
04/04/23 21:08
1
0.480
ug/L
04/04/23 21:08
1
0.170
ug/L
04/04/23 21:08
1
0.220
ug/L
04/04/23 21:08
1
0.140
ug/L
04/04/23 21:08
1
1.50
ug/L
04/04/23 21:08
1
0.170
ug/L
04/04/23 21:08
1
0.170
ug/L
04/04/23 21:08
1
0.230
ug/L
04/04/23 21:08
1
0.180
ug/L
04/04/23 21:08
1
0.130
ug/L
04/04/23 21:08
1
0.150
ug/L
04/04/23 21:08
1
0.200
ug/L
04/04/23 21:08
1
0.170
ug/L
04/04/23 21:08
1
0.270
ug/L
04/04/23 21:08
1
0.130
ug/L
04/04/23 21:08
1
1.70
ug/L
04/04/23 21:08
1
0.230
ug/L
04/04/23 21:08
1
0.110
ug/L
04/04/23 21:08
1
0.170
ug/L
04/04/23 21:08
1
0.530
ug/L
04/04/23 21:08
1
0.140
ug/L
04/04/23 21:08
1
0.210
ug/L
04/04/23 21:08
1
0.150
ug/L
04/04/23 21:08
1
0.700
ug/L
04/04/23 21:08
1
Eurofins Raleigh
Page 45 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW11
Lab Sample
ID: 752-4682-4
Date Collected: 03/21/23 15:03
Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Trichloroethene <0.150
1.00
0.150
ug/L
04/04/23 21:08
1
Trichlorofluoromethane <0.240 *+
1.00
0.240
ug/L
04/04/23 21:08
1 �.
Vinyl acetate <0.950
5.00
0.950
ug/L
04/04/23 21:08
1
Vinyl chloride <0.320 *+
1.00
0.320
ug/L
04/04/23 21:08
1
Xylenes, Total <0.450
3.00
0.450
ug/L
04/04/23 21:08
1
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr) 116
53 - 136
04104123 21:08
1
Dibromofluoromethane (Surr) 113
67- 129
04104123 21:08
1
Toluene-d8 (Surr) 106
59 - 134
04104123 21:08
1
Method: SW846 8151A- Herbicides (GC)
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
2,4-D <0.170 F1
1.04
0.170
ug/L
03/27/23 10:41
03/29/23 22:05
1
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCAA 51 p
26 - 137
03/27/23 10:41
03/29/23 22:05
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Sulfate 172
1.00
0.400
mg/L
04/06/2310:29
1
Chloride 18.2
0.500
0.200
mg/L
04/06/2310:29
1
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Arsenic <6.40
20.0
6.40
ug/L
03/24/23 06:33
03/24/23 19:08
1
Barium 68.4
10.0
4.40
ug/L
03/24/23 06:33
03/24/23 19:08
1
Beryllium 1.13 J B
4.00
0.300
ug/L
03/24/23 06:33
03/24/23 19:08
1
Cadmium <0.440
5.00
0.440
ug/L
03/24/23 06:33
03/24/23 19:08
1
Chromium <1.10
10.0
1.10
ug/L
03/24/23 06:33
03/24/23 19:08
1
Cobalt 2.77 J
10.0
1.40
ug/L
03/24/23 06:33
03/24/23 19:08
1
Copper <3.20
20.0
3.20
ug/L
03/24/23 06:33
03/24/23 19:08
1
Iron 3610
100
20.0
ug/L
03/24/23 06:33
03/24/23 19:08
1
Lead <6.60
10.0
6.60
ug/L
03/24/23 06:33
03/24/23 19:08
1
Manganese 7660
10.0
1.30
ug/L
03/24/23 06:33
03/24/23 19:08
1
Nickel <3.30
40.0
3.30
ug/L
03/24/23 06:33
03/24/23 19:08
1
Selenium <10.0
20.0
10.0
ug/L
03/24/23 06:33
03/24/23 19:08
1
Silver <1.50
10.0
1.50
ug/L
03/24/23 06:33
03/24/23 19:08
1
Vanadium 1.70 J
10.0
1.00
ug/L
03/24/23 06:33
03/24/23 19:08
1
Zinc <8.70
20.0
8.70
ug/L
03/24/23 06:33
03/24/23 19:08
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Antimony <0.340
5.00
0.340
ug/L
03/24/23 06:33
03/24/23 15:44
1
Thallium <0.260
1.00
0.260
ug/L
03/24/23 06:33
03/24/23 15:44
1
Method: SW846 7470A - Mercury (CVAA)
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Mercury <0.0800 F1
0.200
0.0800
ug/L
03/24/2310:01
03/24/2317:22
1
Eurofins Raleigh
Page 46 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW11
Lab Sample ID: 752-4682-4
Date Collected: 03/21/23 15:03
Matrix: Ground Water
Date Received: 03/22/23 10:00
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
319
5.00
2.20
mg/L
03/25/23 03:13
1
2320B-2011)
Total Dissolved Solids (SM 2540C)
610
50.0
50.0
mg/L
03/28/23 10:16
1
Client Sample ID: 4501-MW12
Lab Sample ID: 752-4682-5
Date Collected: 03/21/23 13:23
Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
C
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,4-Dioxane
1.18
0.500
0.320
ug/L
03/31/2317:08
1
Surrogate %Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
88
70 - 130
03131123 17:08
1
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,1,2-Tetrachloroethane
<0.170
1.00
0.170
ug/L
04/04/23 21:37
1
1,1,1-Trichloroethane
<0.120
1.00
0.120
ug/L
04/04/23 21:37
1
1,1,2,2-Tetrachloroethane
<0.280
1.00
0.280
ug/L
04/04/23 21:37
1
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
04/04/23 21:37
1
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
04/04/23 21:37
1
1,1-Dichloroethene
<0.210
1.00
0.210
ug/L
04/04/23 21:37
1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
04/04/23 21:37
1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/04/23 21:37
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/04/23 21:37
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/04/23 21:37
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/04/23 21:37
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/04/23 21:37
1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/04/23 21:37
1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/04/23 21:37
1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/04/23 21:37
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/04/23 21:37
1
Acetone
<10.0
20.0
10.0
ug/L
04/04/23 21:37
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/04/23 21:37
1
Benzene
0.368
J
1.00
0.150
ug/L
04/04/23 21:37
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/04/23 21:37
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/04/23 21:37
1
Bromoform
<0.220
1.00
0.220
ug/L
04/04/23 21:37
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/04/23 21:37
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/04/23 21:37
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/04/23 21:37
1
Chlorobenzene
<0.170
1.00
0.170
ug/L
04/04/23 21:37
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/04/23 21:37
1
Chloroform
<0.180
1.00
0.180
ug/L
04/04/23 21:37
1
Chloromethane
0.908
J
1.00
0.130
ug/L
04/04/23 21:37
1
cis-1,2-Dichloroethene
0.875
J
1.00
0.150
ug/L
04/04/23 21:37
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
04/04/23 21:37
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
04/04/23 21:37
1
Dibromomethane
<0.270
1.00
0.270
ug/L
04/04/23 21:37
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
04/04/23 21:37
1
Eurofins Raleigh
Page 47 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW12 Lab Sample ID: 752-4682-5
Date Collected: 03/21/23 13:23 Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
lodomethane
<1.70
5.00
1.70
ug/L
Methylene Chloride
<0.230
1.00
0.230
ug/L
Styrene
<0.110
1.00
0.110
ug/L
Tetrachloroethene
<0.170
1.00
0.170
ug/L
Tetrahydrofuran
<0.530
1.00
0.530
ug/L
Toluene
<0.140
1.00
0.140
ug/L
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
Trichloroethene
<0.150
1.00
0.150
ug/L
Trichlorofluoromethane
<0.240 '+
1.00
0.240
ug/L
Vinyl acetate
<0.950
5.00
0.950
ug/L
Vinyl chloride
1.04 *+
1.00
0.320
ug/L
Xylenes, Total
<0.450
3.00
0.450
ug/L
Surrogate %Recovery Qualifier
4-Bromofluorobenzene (Surr) 113
Dibromofluoromethane (Surr) 112
Toluene-d8 (Surr) 110
Method: SW846 8151A- Herbicides (GC)
Analyte Result Qualifier
2,4-D <0.164
Surrogate
DCAA
D Prepared Analyzed
Dil Fac
04/04/23 21:37
1
04/04/23 21:37
1
04/04/23 21:37
1
04/04/23 21:37
1
04/04/23 21:37
1
04/04/23 21:37
1
04/04/23 21:37
1
04/04/23 21:37
1
04/04/23 21:37
1
04/04/23 21:37
1
04/04/23 21:37
1
04/04/23 21:37
1
04/04/23 21:37
1
04/04/23 21:37
1
Limits
Prepared Analyzed
Dil Fac
53 - 136
04104123 21:37
1
67- 129
04104123 21:37
1
59 - 134
04104123 21:37
1
RL MDL Unit
1.01 0.164 ug/L
%Recovery Qualifier Limits
57 p 26-137
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte Result Qualifier RL MDL Unit
Sulfate 36.0 1.00 0.400 mg/L
Chloride 44.3 0.500 0.200 mg/L
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result
Qualifier
Arsenic
<6.40
Barium
20.6
Beryllium
1.02
J B
Cadmium
<0.440
Chromium
<1.10
Cobalt
<1.40
Copper
<3.20
Iron
48.6
J
Lead
<6.60
Manganese
914
Nickel
<3.30
Selenium
<10.0
Silver
<1.50
Vanadium
1.74
J
Zinc
<8.70
D Prepared Analyzed Dil Fac
03/27/23 10:41 03/30/23 01:41 1
Prepared Analyzed Dil Fac
03/27/23 10:41 03/30/23 01:41 1
D Prepared Analyzed Dil Fac
04/11 /23 18:14 1
04/11 /23 18:14 1
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
20.0
6.40
ug/L
03/24/23
06:33
03/24/23
19:27
1
10.0
4.40
ug/L
03/24/23
06:33
03/24/23
19:27
1
4.00
0.300
ug/L
03/24/23
06:33
03/24/23
19:27
1
5.00
0.440
ug/L
03/24/23
06:33
03/24/23
19:27
1
10.0
1.10
ug/L
03/24/23
06:33
03/24/23
19:27
1
10.0
1.40
ug/L
03/24/23
06:33
03/24/23
19:27
1
20.0
3.20
ug/L
03/24/23
06:33
03/24/23
19:27
1
100
20.0
ug/L
03/24/23
06:33
03/24/23
19:27
1
10.0
6.60
ug/L
03/24/23
06:33
03/24/23
19:27
1
10.0
1.30
ug/L
03/24/23
06:33
03/24/23
19:27
1
40.0
3.30
ug/L
03/24/23
06:33
03/24/23
19:27
1
20.0
10.0
ug/L
03/24/23
06:33
03/24/23
19:27
1
10.0
1.50
ug/L
03/24/23
06:33
03/24/23
19:27
1
10.0
1.00
ug/L
03/24/23
06:33
03/24/23
19:27
1
20.0
8.70
ug/L
03/24/23
06:33
03/24/23
19:27
1
Page 48 of 242
Eurofins Raleigh
4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW12
Lab Sample ID: 752-4682-5
Date Collected: 03/21/23 13:23
Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Antimony
<0.340
5.00
0.340
ug/L
03/24/23 06:33 03/24/23 16:08
1
Thallium
<0.260
1.00
0.260
ug/L
03/24/23 06:33 03/24/23 16:08
1
�.
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Mercury
<0.0800
0.200
0.0800
ug/L
03/24/2310:01 03/24/2317:32
1
General Chemistry
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
152
5.00
2.20
mg/L
03/25/23 02:43
1
2320B-2011)
Total Dissolved Solids (SM 2540C)
274
50.0
50.0
mg/L
03/28/23 10:16
1
Client Sample ID: 4501-MW13
Lab Sample ID: 752-4682-6
Date Collected: 03/21/23 12:09
Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,4-Dioxane
3.55
0.500
0.320
ug/L
03/31/2317:35
1
Surrogate %Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
75
70 - 130
03/31/23 17:35
1
Method: SW846 8260D - Volatile Organic
Compounds by GC/MS
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,1,2-Tetrachloroethane
<0.170
1.00
0.170
ug/L
04/04/23 22:06
1
1,1,1-Trichloroethane
<0.120
1.00
0.120
ug/L
04/04/23 22:06
1
1,1,2,2-Tetrachloroethane
<0.280
1.00
0.280
ug/L
04/04/23 22:06
1
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
04/04/23 22:06
1
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
04/04/23 22:06
1
1,1-Dichloroethene
<0.210
1.00
0.210
ug/L
04/04/23 22:06
1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
04/04/23 22:06
1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/04/23 22:06
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/04/23 22:06
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/04/23 22:06
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/04/23 22:06
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/04/23 22:06
1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/04/23 22:06
1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/04/23 22:06
1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/04/23 22:06
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/04/23 22:06
1
Acetone
<10.0
20.0
10.0
ug/L
04/04/23 22:06
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/04/23 22:06
1
Benzene
0.255 J
1.00
0.150
ug/L
04/04/23 22:06
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/04/23 22:06
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/04/23 22:06
1
Bromoform
<0.220
1.00
0.220
ug/L
04/04/23 22:06
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/04/23 22:06
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/04/23 22:06
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/04/23 22:06
1
Eurofins Raleigh
Page 49 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW13 Lab Sample ID: 752-4682-6
Date Collected: 03/21/23 12:09 Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
Chlorobenzene
<0.170
1.00
0.170
ug/L
Chloroethane
<0.230
1.00
0.230
ug/L
Chloroform
<0.180
1.00
0.180
ug/L
Chloromethane
<0.130
1.00
0.130
ug/L
cis-1,2-Dichloroethene
1.45
1.00
0.150
ug/L
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
Dibromochloromethane
<0.170
1.00
0.170
ug/L
Dibromomethane
<0.270
1.00
0.270
ug/L
Ethylbenzene
<0.130
1.00
0.130
ug/L
lodomethane
<1.70
5.00
1.70
ug/L
Methylene Chloride
<0.230
1.00
0.230
ug/L
Styrene
<0.110
1.00
0.110
ug/L
Tetrachloroethene
<0.170
1.00
0.170
ug/L
Tetrahydrofuran
13.8
1.00
0.530
ug/L
Toluene
<0.140
1.00
0.140
ug/L
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
Trichloroethene
<0.150
1.00
0.150
ug/L
Trichlorofluoromethane
<0.240 «+
1.00
0.240
ug/L
Vinyl acetate
<0.950
5.00
0.950
ug/L
Vinyl chloride
0.596 J *+
1.00
0.320
ug/L
Xylenes, Total
<0.450
3.00
0.450
ug/L
Surrogate
4-Bromofluorobenzene (Surr)
Dibromofluoromethane (Surr)
Toluene-d8 (Surr)
D Prepared Analyzed
Dil Fac
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
04/04/23 22:06
1
%Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
118
53 - 136
04104123 22:06
1
109
67 - 129
04104123 22:06
1
105
59 - 134
04104123 22:06
1
Method: SW846 8151A- Herbicides (GC)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
2,4-D
0.173 J p
1.03
0.168
ug/L
03/27/23 10:41
03/30/23 02:02
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCAA
63 p
26 - 137
03/27/23 10:41
03/30/23 02:02
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Sulfate
27.7
1.00
0.400
mg/L
04/11/2318:53
1
Chloride
19.9
0.500
0.200
mg/L
04/11/2318:53
1
Method: SW846 6010D
- Metals (ICP) - Total Recoverable
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/24/23 06:33
03/24/23 19:30
1
Barium
17.6
10.0
4.40
ug/L
03/24/23 06:33
03/24/23 19:30
1
Beryllium
0.840 J B
4.00
0.300
ug/L
03/24/23 06:33
03/24/23 19:30
1
Cadmium
<0.440
5.00
0.440
ug/L
03/24/23 06:33
03/24/23 19:30
1
Chromium
<1.10
10.0
1.10
ug/L
03/24/23 06:33
03/24/23 19:30
1
Cobalt
4.34 J
10.0
1.40
ug/L
03/24/23 06:33
03/24/23 19:30
1
Copper
<3.20
20.0
3.20
ug/L
03/24/23 06:33
03/24/23 19:30
1
Iron
1510
100
20.0
ug/L
03/24/23 06:33
03/24/23 19:30
1
0
Eurofins Raleigh
Page 50 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW13
Lab Sample
ID: 752-4682-6
Date Collected: 03/21/23 12:09
Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 6010D - Metals (ICP) - Total Recoverable
(Continued)
F__
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Lead <6.60
10.0
6.60
ug/L
03/24/23 06:33
03/24/23 19:30
1
Manganese 831
10.0
1.30
ug/L
03/24/23 06:33
03/24/23 19:30
1
Nickel <3.30
40.0
3.30
ug/L
03/24/23 06:33
03/24/23 19:30
1
Selenium <10.0
20.0
10.0
ug/L
03/24/23 06:33
03/24/23 19:30
1
Silver <1.50
10.0
1.50
ug/L
03/24/23 06:33
03/24/23 19:30
1
Vanadium <1.00
10.0
1.00
ug/L
03/24/23 06:33
03/24/23 19:30
1
Zinc <8.70
20.0
8.70
ug/L
03/24/23 06:33
03/24/23 19:30
1
Method: SW846 6020E - Metals (ICP/MS) - Total Recoverable
C
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Antimony <0.340
5.00
0.340
ug/L
03/24/23 06:33
03/24/23 16:12
1
Thallium <0.260
1.00
0.260
ug/L
03/24/23 06:33
03/24/23 16:12
1
Method: SW846 7470A - Mercury (CVAA)
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Mercury <0.0800
0.200
0.0800
ug/L
03/24/2310:01
03/24/2317:35
1
General Chemistry
F
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM 136
5.00
2.20
mg/L
03/25/23 02:53
1
232013-2011)
Total Dissolved Solids (SM 2540C) 472
100
100
mg/L
03/28/23 10:16
1
Client Sample ID: 4501-Old MW2
Lab Sample
ID: 752-4682-7
Date Collected: 03/21/23 08:29
Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
1,1-Dichloroethane 0.248 J
1.00
0.130
ug/L
04/04/23 22:36
1
1,4-Dichlorobenzene <0.190
1.00
0.190
ug/L
04/04/23 22:36
1
Benzene <0.150
1.00
0.150
ug/L
04/04/23 22:36
1
Vinyl chloride <0.320 *+
1.00
0.320
ug/L
04/04/23 22:36
1
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr) 116
53 - 136
04104123 22:36
1
Dibromofluoromethane (Surr) 112
67 - 129
04104123 22:36
1
Toluene-d8 (Surr) 107
59 - 134
04104123 22:36
1
Method: RSK-175 - Dissolved Gases (GC)
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Ethane <1.70
4.00
1.70
ug/L
03/29/2315:12
1
Ethene <1.60
3.00
1.60
ug/L
03/29/2315:12
1
Methane 92.3
2.00
1.20
ug/L
03/29/2315:12
1
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed
DU Fac
Acetylene 87
50 - 150
03/29/23 15:12
1
Method: RSK-175 - Dissolved Gases (GC) - DL
Analyte Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Carbon dioxide 744000 H
40000
20000
ug/L
03/29/23 11:59
4
Eurofins Raleigh
Page 51 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
F
Job ID: 752-4652-1
Client Sample ID: 4501-Old MW2 Lab Sample ID: 752-4682-7
Date Collected: 03/21/23 08:29 Matrix: Ground Water
Date Received: 03/22/23 10:00
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result Qualifier
RL
Sulfate
2.76
1.00
Chloride
34.3
0.500
Method: Lab SOP VFA-HPLC -
Volatile Fatty Acids (HPLC/UV)
Analyte
Result Qualifier
RL
Acetic acid
6.60
5.00
Butyric acid
<0.890
5.00
Propionic acid
<0.650
5.00
Pyruvic Acid
<0.210
5.00
Hexanoic acid
<2.60
5.00
Iso-Hexanoic Acid
<4.40
5.00
Iso-Pentanoic Acid
5.19
5.00
Pentanoic acid
<1.40
5.00
Lactic Acid/HIBA (2-Hydroxyisobutyic
<1.30
5.00
acid)
Surrogate
%Recovery Qualifier
Limits
Trimethylacetic Acid
General Chemistry
Analyte
Result Qualifier
RL
Alkalinity as CaCO3 to pH 4.5 (SM
175
5.00
232013-2011)
Nitrate as N (EPA 353.2)
<0.0250
0.100
Nitrate Nitrite as N (EPA 353.2)
<0.0410
0.100
Nitrate Nitrite as N (EPA 353.2)
<0.0410
0.100
Nitrite as N (EPA 353.2)
<0.0168
0.100
Total Non-purgeable Organic
2.88
1.00
Carbon (SM 5310 B-2011)
Chemical Oxygen Demand (SM
<10.0
10.0
5220D)
Analyte
Result Qualifier
RL
Sulfide (SM 4500 S2 F-2011)
<0.893
0.893
Biochemical Oxygen Demand (SM
<2.00
2.00
5210B)
Client Sample ID: 4501-AMW2S
Date Collected: 03/22/23 13:22
Date Received: 03/23/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte
Result Qualifier
RL
1,4-Dioxane
2.67
0.500
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
86
70 - 130
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.170
1.00
1,1,1-Trichloroethane
<0.120
1.00
1,1,2,2-Tetrachloroethane
<0.280
1.00
MDL
Unit
D
Prepared
Analyzed
Dil Fac
0.400
mg/L
04/11/2319:33
1
0.200
mg/L
04/11/2319:33
1
MDL
Unit
D
Prepared
Analyzed
Dil Fac
1.80
mg/L
03/29/2319:50
10
0.890
mg/L
03/29/2319:50
10
0.650
mg/L
03/29/2319:50
10
0.210
mg/L
03/29/2319:50
10
2.60
mg/L
03/29/2319:50
10
4.40
mg/L
03/29/2319:50
10
1.80
mg/L
03/29/2319:50
10
1.40
mg/L
03/29/2319:50
10
1.30
mg/L
03/29/2319:50
10
Prepared
Analyzed
Dil Fac
03/29/23 19:50
10
MDL
Unit
D
Prepared
Analyzed
Dil Fac
2.20
mg/L
03/25/23 03:02
1
0.0250
mg/L
03/29/2315:43
1
0.0410
mg/L
03/27/2312:21
1
0.0410
mg/L
03/27/2312:21
1
0.0168
mg/L
03/22/2316:09
1
0.500
mg/L
04/02/23 05:57
1
10.0
mg/L
03/30/2310:08
1
RL
Unit
D
Prepared
Analyzed
Dil Fac
0.893
mg/L
03/24/2310:13
1
2.00
mg/L
03/22/2317:12
1
Lab Sample ID: 752-4748-1
Matrix: Ground Water
MDL Unit D Prepared Analyzed Dil Fac
0.320 ug/L 03/31/2318:29 1
Prepared Analyzed Dil Fac
03/31/23 18:29 1
MDL Unit D Prepared Analyzed Dil Fac
0.170 ug/L 04/05/2318:20 1
0.120 ug/L 04/05/2318:20 1
0.280 ug/L 04/05/2318:20 1
Eurofins Raleigh
Page 52 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-AMW2S
Lab Sample ID: 752-4748-1
Date Collected: 03/22/23 13:22
Matrix: Ground Water
Date Received: 03/23/23 10:00
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
04/05/23 18:20
1
1,1-Dichloroethane
0.409
J
1.00
0.130
ug/L
04/05/23 18:20
1
1,1-Dichloroethene
<0.210
"-
1.00
0.210
ug/L
04/05/23 18:20
1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
04/05/23 18:20
1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/05/23 18:20
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/05/23 18:20
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/23 18:20
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/05/23 18:20
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/05/23 18:20
1
1,4-Dichlorobenzene
0.715
J
1.00
0.190
ug/L
04/05/23 18:20
1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/05/23 18:20
1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/05/23 18:20
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/05/23 18:20
1
Acetone
<10.0
20.0
10.0
ug/L
04/05/23 18:20
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/05/23 18:20
1
Benzene
0.189
J
1.00
0.150
ug/L
04/05/23 18:20
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/05/23 18:20
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/05/23 18:20
1
Bromoform
<0.220
1.00
0.220
ug/L
04/05/23 18:20
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/05/23 18:20
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/05/23 18:20
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/05/23 18:20
1
Chlorobenzene
0.677
J
1.00
0.170
ug/L
04/05/23 18:20
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/05/23 18:20
1
Chloroform
0.315
J B
1.00
0.180
ug/L
04/05/23 18:20
1
Chloromethane
<0.130
1.00
0.130
ug/L
04/05/23 18:20
1
cis-1,2-Dichloroethene
0.273
J
1.00
0.150
ug/L
04/05/23 18:20
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
04/05/23 18:20
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
04/05/23 18:20
1
Dibromomethane
<0.270
1.00
0.270
ug/L
04/05/23 18:20
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
04/05/23 18:20
1
lodomethane
<1.70
5.00
1.70
ug/L
04/05/23 18:20
1
Methylene Chloride
0.308
J B
1.00
0.230
ug/L
04/05/23 18:20
1
Styrene
<0.110
1.00
0.110
ug/L
04/05/23 18:20
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
04/05/23 18:20
1
Toluene
<0.140
1.00
0.140
ug/L
04/05/23 18:20
1
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
04/05/23 18:20
1
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
04/05/23 18:20
1
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
04/05/23 18:20
1
Trichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 18:20
1
Trichlorofluoromethane
<0.240
1.00
0.240
ug/L
04/05/23 18:20
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
04/05/23 18:20
1
Vinyl chloride
<0.320
1.00
0.320
ug/L
04/05/23 18:20
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
04/05/23 18:20
1
Surrogate
%Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
97
53- 136
04105123 18:20
1
Dibromofluoromethane (Surr)
90
67- 129
04105123 18:20
1
Toluene-d8 (Surr)
94
59 - 134
04105123 18:20
1
0
Eurofins Raleigh
Page 53 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-AMW2S Lab Sample ID: 752-4748-1
Date Collected: 03/22/23 13:22 Matrix: Ground Water
Date Received: 03/23/23 10:00
Method: RSK-175 - Dissolved Gases (GC)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Carbon dioxide
147000
10000
5000
ug/L
03/28/23 14:27
1
Ethane
<1.70
4.00
1.70
ug/L
04/01/2313:23
1
�.
Ethene
<1.60
3.00
1.60
ug/L
04/01/2313:23
1
Methane
34.7
2.00
1.20
ug/L
04/01/2313:23
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
Acetylene
85
50 - 150
04101123 13:23
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
C
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Sulfate
0.621
J
1.00
0.400
mg/L
04/13/2318:48
1
Chloride
17.4
0.500
0.200
mg/L
04/13/2318:48
1
Method: Lab SOP VFA-HPLC - Volatile Fatty Acids (HPLC/UV)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Acetic acid
<1.80
5.00
1.80
mg/L
03/29/23 19:50
10
Butyric acid
<0.890
5.00
0.890
mg/L
03/29/23 19:50
10
Propionic acid
<0.650
5.00
0.650
mg/L
03/29/23 19:50
10
Pyruvic Acid
<0.210
5.00
0.210
mg/L
03/29/23 19:50
10
Hexanoic acid
<2.60
5.00
2.60
mg/L
03/29/23 19:50
10
Iso-Hexanoic Acid
<4.40
5.00
4.40
mg/L
03/29/23 19:50
10
Iso-Pentanoic Acid
2.55
J
5.00
1.80
mg/L
03/29/23 19:50
10
Pentanoic acid
<1.40
5.00
1.40
mg/L
03/29/23 19:50
10
Lactic Acid/HIBA
3.04
J
5.00
1.30
mg/L
03/29/23 19:50
10
(2-Hydroxyisobutyic acid)
Surrogate %Recovery Qualifier Limits
Trimethylacetic Acid
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte Result Qualifier RL
MDL
Unit
Prepared
D Prepared
Analyzed
03/29/23 19:50
Analyzed
Dil Fac
10
Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/25/23 07:48
03/27/23 19:16
1
Barium
<4.40
10.0
4.40
ug/L
03/25/23 07:48
03/27/23 19:16
1
Beryllium
0.550 J B
4.00
0.300
ug/L
03/25/23 07:48
03/27/23 19:16
1
Cadmium
<0.440
5.00
0.440
ug/L
03/25/23 07:48
03/27/23 19:16
1
Chromium
<1.10
10.0
1.10
ug/L
03/25/23 07:48
03/27/23 19:16
1
Cobalt
<1.40
10.0
1.40
ug/L
03/25/23 07:48
03/27/23 19:16
1
Copper
<3.20
20.0
3.20
ug/L
03/25/23 07:48
03/27/23 19:16
1
Lead
<6.60
10.0
6.60
ug/L
03/25/23 07:48
03/27/23 19:16
1
Nickel
<3.30
40.0
3.30
ug/L
03/25/23 07:48
03/27/23 19:16
1
Selenium
<10.0
20.0
10.0
ug/L
03/25/23 07:48
03/27/23 19:16
1
Silver
<1.50
10.0
1.50
ug/L
03/25/23 07:48
03/27/23 19:16
1
Vanadium
<1.00
10.0
1.00
ug/L
03/25/23 07:48
03/27/23 19:16
1
Zinc
<8.70
20.0
8.70
ug/L
03/25/23 07:48
03/27/23 19:16
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Antimony
<0.340
5.00
0.340
ug/L
03/25/23 07:48
03/27/23 17:01
1
Thallium
<0.260
1.00
0.260
ug/L
03/25/23 07:48
03/27/23 17:01
1
Eurofins Raleigh
Page 54 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-AMW2S
Lab Sample ID: 752-4748-1
Date Collected: 03/22/23 13:22
Matrix: Ground Water
Date Received: 03/23/23 10:00
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Mercury
<0.0800
0.200
0.0800
ug/L
03/27/2314:22 03/28/2311:52
1
General Chemistry
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
106
5.00
2.20
mg/L
03/28/23 21:01
1
232013-2011)
Nitrate as N (EPA 353.2)
<0.0250
0.100
0.0250
mg/L
03/29/23 15:43
1
Nitrate Nitrite as N (EPA 353.2)
<0.0410
0.100
0.0410
mg/L
03/27/23 12:59
1
Nitrite as N (EPA 353.2)
<0.0168
0.100
0.0168
mg/L
03/23/23 16:39
1
Total Non-purgeable Organic
1.02
1.00
0.500
mg/L
04/02/23 06:14
1
Carbon (SM 5310 B-2011)
Chemical Oxygen Demand (SM
<10.0
10.0
10.0
mg/L
03/30/23 10:08
1
5220D)
Analyte
Result Qualifier
RL
RL
Unit
D Prepared Analyzed
Dil Fac
Sulfide (SM 4500 S2 F-2011)
<1.00
1.00
1.00
mg/L
03/28/23 13:30
1
Biochemical Oxygen Demand (SM
<2.00
2.00
2.00
mg/L
03/23/23 15:54
1
52106)
Client Sample ID: 4501-Field Blank
-
Lab Sample ID: 752-4749-1
Date Collected: 03/22/23 14:02
Matrix:
Water
Date Received: 03/23/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,4-Dioxane
<0.320
0.500
0.320
ug/L
03/31/2313:05
1
Surrogate
%Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
86
70 - 130
03/31/23 13:05
1
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,1,2-Tetrachloroethane
<0.170
1.00
0.170
ug/L
04/05/2319:18
1
1,1,1-Trichloroethane
<0.120
1.00
0.120
ug/L
04/05/2319:18
1
1,1,2,2-Tetrachloroethane
<0.280
1.00
0.280
ug/L
04/05/2319:18
1
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
04/05/2319:18
1
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
04/05/2319:18
1
1,1-Dichloroethene
<0.210
1.00
0.210
ug/L
04/05/2319:18
1
1,1-Dichloropropene
<0.150
1.00
0.150
ug/L
04/05/2319:18
1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
04/05/2319:18
1
1,2,4-Trichlorobenzene
<0.140 *+
1.00
0.140
ug/L
04/05/2319:18
1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/05/2319:18
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/05/2319:18
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/2319:18
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/05/2319:18
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/05/2319:18
1
1,3-Dichlorobenzene
<0.150
1.00
0.150
ug/L
04/05/2319:18
1
1,3-Dichloropropane
<0.160
1.00
0.160
ug/L
04/05/2319:18
1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/2319:18
1
2,2-Dichloropropane
<0.280
1.00
0.280
ug/L
04/05/2319:18
1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/05/23 19:18
1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/05/2319:18
1
Eurofins Raleigh
Page 55 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-Field Blank
Lab Sample ID: 752-4749-1
Date Collected: 03/22/23 14:02
Matrix:
Water
Date Received: 03/23/23 10:00
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
3-Chloropropene
<0.110
1.00
0.110
ug/L
04/05/23 19:18
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/05/23 19:18
1
Acetone
10.0
J
20.0
10.0
ug/L
04/05/23 19:18
1
Acetonitrile
<5.00
10.0
5.00
ug/L
04/05/23 19:18
1
Acrolein
<4.00
10.0
4.00
ug/L
04/05/23 19:18
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/05/23 19:18
1
Benzene
<0.150
1.00
0.150
ug/L
04/05/23 19:18
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/05/23 19:18
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/05/23 19:18
1
Bromoform
<0.220
1.00
0.220
ug/L
04/05/23 19:18
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/05/23 19:18
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/05/23 19:18
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/05/23 19:18
1
Chlorobenzene
<0.170
1.00
0.170
ug/L
04/05/23 19:18
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/05/23 19:18
1
Chloroform
0.260
J B
1.00
0.180
ug/L
04/05/23 19:18
1
Chloromethane
<0.130
1.00
0.130
ug/L
04/05/23 19:18
1
Chloroprene
<0.640
1.00
0.640
ug/L
04/05/23 19:18
1
cis-1,2-Dichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 19:18
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
04/05/23 19:18
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
04/05/23 19:18
1
Dibromomethane
<0.270
1.00
0.270
ug/L
04/05/23 19:18
1
Dichlorodifluoromethane
<0.200
1.00
0.200
ug/L
04/05/23 19:18
1
Ethyl methacrylate
<0.380
1.00
0.380
ug/L
04/05/23 19:18
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
04/05/23 19:18
1
Hexachlorobutadiene
<0.220
1.00
0.220
ug/L
04/05/23 19:18
1
lodomethane
<1.70
5.00
1.70
ug/L
04/05/23 19:18
1
Isobutyl alcohol
<11.0
50.0
11.0
ug/L
04/05/23 19:18
1
Methacrylonitrile
<4.90
10.0
4.90
ug/L
04/05/23 19:18
1
Methyl methacrylate
<0.510
1.00
0.510
ug/L
04/05/23 19:18
1
Methylene Chloride
0.362
J B
1.00
0.230
ug/L
04/05/23 19:18
1
Naphthalene
<0.110
«+
1.00
0.110
ug/L
04/05/23 19:18
1
Propionitrile
<5.00
10.0
5.00
ug/L
04/05/23 19:18
1
Styrene
<0.110
1.00
0.110
ug/L
04/05/23 19:18
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
04/05/23 19:18
1
Tetrahydrofuran
<0.530
1.00
0.530
ug/L
04/05/23 19:18
1
Toluene
<0.140
1.00
0.140
ug/L
04/05/23 19:18
1
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
04/05/23 19:18
1
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
04/05/23 19:18
1
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
04/05/23 19:18
1
Trichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 19:18
1
Trichlorofluoromethane
<0.240
1.00
0.240
ug/L
04/05/23 19:18
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
04/05/23 19:18
1
Vinyl chloride
<0.320
1.00
0.320
ug/L
04/05/23 19:18
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
04/05/23 19:18
1
Surrogate
%Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
93
53 - 136
04105123 19:18
1
Dibromofluoromethane (Surr)
84
67- 129
04105123 19:18
1
Toluene-d8 (Surr)
91
59 - 134
04105123 19:18
1
0
Eurofins Raleigh
Page 56 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-Field Blank
Lab Sample
ID: 752-4749-1
Date Collected: 03/22/23 14:02
Matrix: Water
Date Received: 03/23/23 10:00
Method: SW846 8270D - Semivolatile
Organic Compounds
(GC/MS)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,2,4,5-Tetrachlorobenzene
<4.48
9.96
4.48
ug/L
03/27/23 08:44
03/27/23 22:41
1
2,3,4,6-Tetrachlorophenol
<4.28
9.96
4.28
ug/L
03/27/23 08:44
03/27/23 22:41
1 �.
2,4,5-Trichlorophenol
<3.29
9.96
3.29
ug/L
03/27/23 08:44
03/27/23 22:41
1
2,4,6-Trichlorophenol
<2.19
9.96
2.19
ug/L
03/27/23 08:44
03/27/23 22:41
1
2,4-Dichlorophenol
<3.68
9.96
3.68
ug/L
03/27/23 08:44
03/27/23 22:41
1
2,4-Dimethylphenol
<2.99
9.96
2.99
ug/L
03/27/23 08:44
03/27/23 22:41
1
2,4-Dinitrophenol
<15.9 *+
49.8
15.9
ug/L
03/27/23 08:44
03/27/23 22:41
1
2,4-Dinitrotoluene
<2.29
9.96
2.29
ug/L
03/27/23 08:44
03/27/23 22:41
1
2,6-Dinitrotoluene
<2.79
9.96
2.79
ug/L
03/27/23 08:44
03/27/23 22:41
1
2-Chloronaphthalene
<4.78
9.96
4.78
ug/L
03/27/23 08:44
03/27/23 22:41
1
2-Chlorophenol
<3.19
9.96
3.19
ug/L
03/27/23 08:44
03/27/23 22:41
1
2-Methylphenol
<1.79
9.96
1.79
ug/L
03/27/23 08:44
03/27/23 22:41
1
2-Nitroaniline
<2.89
49.8
2.89
ug/L
03/27/23 08:44
03/27/23 22:41
1
2-Nitrophenol
<3.88
9.96
3.88
ug/L
03/27/23 08:44
03/27/23 22:41
1
3 & 4 Methylphenol
<1.39
9.96
1.39
ug/L
03/27/23 08:44
03/27/23 22:41
1
3,3'-Dichlorobenzidine
<9.96
59.7
9.96
ug/L
03/27/23 08:44
03/27/23 22:41
1
3-Nitroaniline
<2.99
49.8
2.99
ug/L
03/27/23 08:44
03/27/23 22:41
1
4,6-Dinitro-2-methylphenol
<5.28 "+
49.8
5.28
ug/L
03/27/23 08:44
03/27/23 22:41
1
4-Bromophenyl phenyl ether
<4.68
9.96
4.68
ug/L
03/27/23 08:44
03/27/23 22:41
1
4-Chloro-3-methylphenol
<2.49
9.96
2.49
ug/L
03/27/23 08:44
03/27/23 22:41
1
4-Chloroaniline
<0.996
19.9
0.996
ug/L
03/27/23 08:44
03/27/23 22:41
1
4-Chlorophenyl phenyl ether
<5.28
9.96
5.28
ug/L
03/27/23 08:44
03/27/23 22:41
1
4-Nitroaniline
<2.99
49.8
2.99
ug/L
03/27/23 08:44
03/27/23 22:41
1
4-Nitrophenol
<8.07
49.8
8.07
ug/L
03/27/23 08:44
03/27/23 22:41
1
Acenaphthene
<4.38
9.96
4.38
ug/L
03/27/23 08:44
03/27/23 22:41
1
Acenaphthylene
<3.58
9.96
3.58
ug/L
03/27/23 08:44
03/27/23 22:41
1
Acetophenone
<2.19
9.96
2.19
ug/L
03/27/23 08:44
03/27/23 22:41
1
Anthracene
<3.58
9.96
3.58
ug/L
03/27/23 08:44
03/27/23 22:41
1
Benzo[a]anthracene
<4.18
9.96
4.18
ug/L
03/27/23 08:44
03/27/23 22:41
1
Benzo[a]pyrene
<2.79
9.96
2.79
ug/L
03/27/23 08:44
03/27/23 22:41
1
Benzo[b]fluoranthene
<3.09
9.96
3.09
ug/L
03/27/23 08:44
03/27/23 22:41
1
Benzo[g,h,i]perylene
<2.99
9.96
2.99
ug/L
03/27/23 08:44
03/27/23 22:41
1
Benzo[k]fluoranthene
<2.89
9.96
2.89
ug/L
03/27/23 08:44
03/27/23 22:41
1
Benzyl alcohol
<2.59
9.96
2.59
ug/L
03/27/23 08:44
03/27/23 22:41
1
bis (2-chloroisopropyl) ether
<3.09
9.96
3.09
ug/L
03/27/23 08:44
03/27/23 22:41
1
Bis(2-chloroethoxy)methane
<1.79
9.96
1.79
ug/L
03/27/23 08:44
03/27/23 22:41
1
Bis(2-chloroethyl)ether
<3.58
9.96
3.58
ug/L
03/27/23 08:44
03/27/23 22:41
1
Bis(2-ethylhexyl) phthalate
<2.99
9.96
2.99
ug/L
03/27/23 08:44
03/27/23 22:41
1
Butyl benzyl phthalate
<2.79
9.96
2.79
ug/L
03/27/23 08:44
03/27/23 22:41
1
Chrysene
<3.78
9.96
3.78
ug/L
03/27/23 08:44
03/27/23 22:41
1
Dibenz(a,h)anthracene
<2.99
9.96
2.99
ug/L
03/27/23 08:44
03/27/23 22:41
1
Dibenzofuran
<1.89
9.96
1.89
ug/L
03/27/23 08:44
03/27/23 22:41
1
Diethyl phthalate
<2.19
9.96
2.19
ug/L
03/27/23 08:44
03/27/23 22:41
1
Di-n-butyl phthalate
<2.29
9.96
2.29
ug/L
03/27/23 08:44
03/27/23 22:41
1
Di-n-octyl phthalate
<2.79
9.96
2.79
ug/L
03/27/23 08:44
03/27/23 22:41
1
Fluoranthene
<1.59
9.96
1.59
ug/L
03/27/23 08:44
03/27/23 22:41
1
Fluorene
<3.39
9.96
3.39
ug/L
03/27/23 08:44
03/27/23 22:41
1
Hexachlorobenzene
<1.59
9.96
1.59
ug/L
03/27/23 08:44
03/27/23 22:41
1
Hexachlorocyclopentadiene
<3.49
9.96
3.49
ug/L
03/27/23 08:44
03/27/23 22:41
1
Eurofins Raleigh
Page 57 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-Field Blank
Lab Sample
ID: 752-4749-1
Date Collected: 03/22/23 14:02
Matrix:
Water
Date Received: 03/23/23 10:00
Method: SW846 8270D - Semivolatile Organic Compounds (GC/MS)
(Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Hexachloroethane
<3.58
9.96
3.58
ug/L
03/27/23 08:44
03/27/23 22:41
1
Indeno[1,2,3-cd]pyrene
<4.28
9.96
4.28
ug/L
03/27/23 08:44
03/27/23 22:41
1
�.
Isophorone
<1.99
9.96
1.99
ug/L
03/27/23 08:44
03/27/23 22:41
1
Nitrobenzene
<3.49
9.96
3.49
ug/L
03/27/23 08:44
03/27/23 22:41
1
N-Nitrosodimethylamine
<2.09
9.96
2.09
ug/L
03/27/23 08:44
03/27/23 22:41
1
N-Nitrosodi-n-propylamine
<2.39
9.96
2.39
ug/L
03/27/23 08:44
03/27/23 22:41
1
N-Nitrosodiphenylamine
<2.89
9.96
2.89
ug/L
03/27/23 08:44
03/27/23 22:41
1
Phenanthrene
<4.28
9.96
4.28
ug/L
03/27/23 08:44
03/27/23 22:41
1
Phenol
<1.49
9.96
1.49
ug/L
03/27/23 08:44
03/27/23 22:41
1
Pyrene
<3.68
9.96
3.68
ug/L
03/27/23 08:44
03/27/23 22:41
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
2,4, 6-Tribromophenol (Surr)
87
30 - 130
03/27/23 08:44
03/27/23 22:41
1
2-Fluorobiphenyl (Surr)
71
25 - 130
03/27/23 08:44
03/27/23 22:41
1
2-Fluorophenol (Surr)
39
10 - 130
03/27/23 08:44
03/27/23 22:41
1
Nitrobenzene-d5 (Surr)
72
30 - 130
03/27/23 08:44
03/27/23 22:41
1
Phenol-d5 (Surr)
26
10 - 130
03/27/23 08:44
03/27/23 22:41
1
Terphenyl-d14 (Surr)
101
35- 131
03/27/23 08:44
03/27/23 22:41
1
Method: SW846 8081 B - Organochlorine Pesticides
(GC)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
4,4'-DDD
<0.00210
0.0526
0.00210
ug/L
03/30/23 00:24
1
4,4'-DDE
<0.00105
0.0526
0.00105
ug/L
03/30/23 00:24
1
4,4'-DDT
<0.00105
0.0526
0.00105
ug/L
03/30/23 00:24
1
Aldrin
<0.00210
0.0526
0.00210
ug/L
03/30/23 00:24
1
alpha-BHC
<0.00105
0.0526
0.00105
ug/L
03/30/23 00:24
1
beta-BHC
<0.00210
0.0526
0.00210
ug/L
03/30/23 00:24
1
Chlordane (technical)
<0.168
0.526
0.168
ug/L
03/30/23 00:24
1
Chlorobenzilate
<0.673
3.16
0.673
ug/L
03/30/23 00:24
1
delta-BHC
<0.00210
0.0526
0.00210
ug/L
03/30/23 00:24
1
Dieldrin
<0.00210
0.0526
0.00210
ug/L
03/30/23 00:24
1
Endosulfan 1
<0.00210
0.0526
0.00210
ug/L
03/30/23 00:24
1
Endosulfan 11
<0.00210
0.0526
0.00210
ug/L
03/30/23 00:24
1
Endosulfan sulfate
<0.00210
0.0526
0.00210
ug/L
03/30/23 00:24
1
Endrin
<0.00105
0.0526
0.00105
ug/L
03/30/23 00:24
1
Endrin aldehyde
<0.00421
0.0526
0.00421
ug/L
03/30/23 00:24
1
gamma-BHC (Lindane)
<0.00105
0.0526
0.00105
ug/L
03/30/23 00:24
1
Heptachlor
<0.00105
0.0526
0.00105
ug/L
03/30/23 00:24
1
Heptachlor epoxide
<0.00210
0.0526
0.00210
ug/L
03/30/23 00:24
1
Isodrin
<0.0116
0.0526
0.0116
ug/L
03/30/23 00:24
1
Kepone
<2.73
5.26
2.73
ug/L
03/30/23 00:24
1
Methoxychlor
<0.00210
0.0526
0.00210
ug/L
03/30/23 00:24
1
Toxaphene
<0.326
5.26
0.326
ug/L
03/30/23 00:24
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCB Decachlorobiphenyl
69
30- 130
03/30/23 00:24
1
Tetrachloro-m-xylene
50
30 - 130
03/30/23 00:24
1
Eurofins Raleigh
Page 58 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-Field Blank
Lab Sample
ID: 752-4749-1
Date Collected: 03/22/23 14:02
Matrix:
Water
Date Received: 03/23/23 10:00
Method: SW846 8082A - Polychlorinated
Biphenyls
(PCBs) by Gas Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
PCB-1016
<0.337
1.05
0.337
ug/L
03/30/23 00:24
1
PCB-1221
<0.358
1.05
0.358
ug/L
03/30/23 00:24
1
PCB-1232
<0.358
1.05
0.358
ug/L
03/30/23 00:24
1
PCB-1242
<0.358
1.05
0.358
ug/L
03/30/23 00:24
1
PCB-1248
<0.358
1.05
0.358
ug/L
03/30/23 00:24
1
PCB-1254
<0.358
1.05
0.358
ug/L
03/30/23 00:24
1
PCB-1260
<0.358
1.05
0.358
ug/L
03/30/23 00:24
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac C
Tetrachloro-m-xylene
50
30 - 130
03/30/23 00:24
1
DCB Decachlorobiphenyl
69
30- 130
03/30/23 00:24
1
Method: SW846 8151A- Herbicides (GC)
Analyte
Result
Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Pentachlorophenol
<0.0220
0.239
0.0220
ug/L
03/27/23 10:41
03/29/23 21:43
1
Dinoseb
<0.0955
0.477
0.0955
ug/L
03/27/23 10:41
03/29/23 21:43
1
Silvex (2,4,5-TP)
<0.0917
0.812
0.0917
ug/L
03/27/23 10:41
03/29/23 21:43
1
2,4,5-T
<0.134
0.812
0.134
ug/L
03/27/23 10:41
03/29/23 21:43
1
2,4-D
<0.172
1.05
0.172
ug/L
03/27/23 10:41
03/29/23 21:43
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCAA
81
p
26 - 137
03/27/23 10:41
03/29/23 21:43
1
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/25/23 07:48
03/27/23 19:19
1
Barium
<4.40
10.0
4.40
ug/L
03/25/23 07:48
03/27/23 19:19
1
Beryllium
0.640
J B
4.00
0.300
ug/L
03/25/23 07:48
03/27/23 19:19
1
Cadmium
<0.440
5.00
0.440
ug/L
03/25/23 07:48
03/27/23 19:19
1
Chromium
<1.10
10.0
1.10
ug/L
03/25/23 07:48
03/27/23 19:19
1
Cobalt
<1.40
10.0
1.40
ug/L
03/25/23 07:48
03/27/23 19:19
1
Copper
<3.20
20.0
3.20
ug/L
03/25/23 07:48
03/27/23 19:19
1
Iron
<20.0
100
20.0
ug/L
03/25/23 07:48
03/27/23 19:19
1
Lead
<6.60
10.0
6.60
ug/L
03/25/23 07:48
03/27/23 19:19
1
Manganese
<1.30
10.0
1.30
ug/L
03/25/23 07:48
03/27/23 19:19
1
Nickel
<3.30
40.0
3.30
ug/L
03/25/23 07:48
03/27/23 19:19
1
Selenium
<10.0
20.0
10.0
ug/L
03/25/23 07:48
03/27/23 19:19
1
Silver
<1.50
10.0
1.50
ug/L
03/25/23 07:48
03/27/23 19:19
1
Tin
<11.0
50.0
11.0
ug/L
03/25/23 07:48
03/27/23 19:19
1
Vanadium
<1.00
10.0
1.00
ug/L
03/25/23 07:48
03/27/23 19:19
1
Zinc
<8.70
20.0
8.70
ug/L
03/25/23 07:48
03/27/23 19:19
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Antimony
<0.340
5.00
0.340
ug/L
03/25/23 07:48
03/27/23 17:06
1
Thallium
<0.260
1.00
0.260
ug/L
03/25/23 07:48
03/27/23 17:06
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Mercury
<0.0800
0.200
0.0800
ug/L
03/30/23 09:56
03/30/23 15:49
1
Eurofins Raleigh
Page 59 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-Field Blank
Lab Sample ID: 752-4749-1
Date Collected: 03/22/23 14:02
Matrix: Water
Date Received: 03/23/23 10:00
General Chemistry
Analyte Result Qualifier
RL MDL Unit
D Prepared Analyzed DNI Fac
Cyanide, Total (SW846 9012B) 0.00445 J
0.0100 0.00250 mg/L
03/30/23 08:30 03/30/23 12:36 1
Analyte Result Qualifier
RL RL Unit
D Prepared Analyzed DIN Fac •
Sulfide (SM 4500 S2 F-2011) <0.962
0.962 0.962 mg/L
03/28/23 13:30 1
Client Sample ID: 4501-AMW1D
Lab Sample ID: 752-4750-1
Date Collected: 03/21/23 10:45
Matrix: Ground Water
Date Received: 03/23/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
DNI Fac
1,4-Dioxane
12.2
0.500
0.320
ug/L
03/31/2318:56
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
87
70 - 130
03/31/23 18:56
1
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
DNI Fac
1,1,1,2-Tetrachloroethane
<0.170 *1
1.00
0.170
ug/L
04/03/23 21:31
1
1,1,1-Trichloroethane
<0.120 *1
1.00
0.120
ug/L
04/03/23 21:31
1
1,1,2,2-Tetrachloroethane
<0.280 *1
1.00
0.280
ug/L
04/03/23 21:31
1
1,1,2-Trichloroethane
<0.140 *1
1.00
0.140
ug/L
04/03/23 21:31
1
1,1-Dichloroethane
0.239 J *- *1
1.00
0.130
ug/L
04/03/23 21:31
1
1,1-Dichloroethene
<0.210 *1
1.00
0.210
ug/L
04/03/23 21:31
1
1,2,3-Trichloropropane
<0.490 *1
1.00
0.490
ug/L
04/03/23 21:31
1
1,2-Dibromo-3-Chloropropane
<0.480 *1
1.00
0.480
ug/L
04/03/23 21:31
1
1,2-Dibromoethane
<0.660 *1
1.00
0.660
ug/L
04/03/23 21:31
1
1,2-Dichlorobenzene
0.538 J *1
1.00
0.190
ug/L
04/03/23 21:31
1
1,2-Dichloroethane
<0.210 *1
1.00
0.210
ug/L
04/03/23 21:31
1
1,2-Dichloropropane
<0.100 *- *1
1.00
0.100
ug/L
04/03/23 21:31
1
1,4-Dichlorobenzene
3.70 *1
1.00
0.190
ug/L
04/03/23 21:31
1
2-Butanone (MEK)
<10.0 *1
20.0
10.0
ug/L
04/03/23 21:31
1
2-Hexanone
<0.880 *1
5.00
0.880
ug/L
04/03/23 21:31
1
4-Methyl-2-pentanone (MIBK)
<1.10 *1
5.00
1.10
ug/L
04/03/23 21:31
1
Acetone
<10.0
20.0
10.0
ug/L
04/03/23 21:31
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/03/23 21:31
1
Benzene
1.05 *- *1
1.00
0.150
ug/L
04/03/23 21:31
1
Bromochloromethane
<0.480 *- *1
1.00
0.480
ug/L
04/03/23 21:31
1
Bromodichloromethane
<0.170 *1
1.00
0.170
ug/L
04/03/23 21:31
1
Bromoform
<0.220
1.00
0.220
ug/L
04/03/23 21:31
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/03/23 21:31
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/03/23 21:31
1
Carbon tetrachloride
<0.170 *1
1.00
0.170
ug/L
04/03/23 21:31
1
Chlorobenzene
9.73 *- *1
1.00
0.170
ug/L
04/03/23 21:31
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/03/23 21:31
1
Chloroform
<0.180 *- *1
1.00
0.180
ug/L
04/03/23 21:31
1
Chloromethane
<0.130
1.00
0.130
ug/L
04/03/23 21:31
1
cis-1,2-Dichloroethene
0.878 J *1 B
1.00
0.150
ug/L
04/03/23 21:31
1
cis-1,3-Dichloropropene
<0.200 *1
1.00
0.200
ug/L
04/03/23 21:31
1
Dibromochloromethane
<0.170 *1
1.00
0.170
ug/L
04/03/23 21:31
1
Dibromomethane
<0.270 *1
1.00
0.270
ug/L
04/03/23 21:31
1
Eurofins Raleigh
Page 60 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-AMW1D Lab Sample ID: 752-4750-1
Date Collected: 03/21/23 10:45 Matrix: Ground Water
Date Received: 03/23/23 10:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Ethylbenzene
<0.130 *1
1.00
0.130
ug/L
04/03/23 21:31
1
lodomethane
<1.70 *1
5.00
1.70
ug/L
04/03/23 21:31
1
�.
Methylene Chloride
<0.230 *1
1.00
0.230
ug/L
04/03/23 21:31
1
Styrene
<0.110 *-
1.00
0.110
ug/L
04/03/23 21:31
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
04/03/23 21:31
1
Toluene
<0.140 *1
1.00
0.140
ug/L
04/03/23 21:31
1
trans- 1,2-Dichloroethene
<0.210 *- *1
1.00
0.210
ug/L
04/03/23 21:31
1
trans- 1,3-Dichloropropene
<0.150 *1
1.00
0.150
ug/L
04/03/23 21:31
1
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
04/03/23 21:31
1
Trichloroethene
<0.150 *1
1.00
0.150
ug/L
04/03/23 21:31
1
Trichlorofluoromethane
<0.240 *+ *1
1.00
0.240
ug/L
04/03/23 21:31
1
Vinyl acetate
<0.950 *1
5.00
0.950
ug/L
04/03/23 21:31
1
Vinyl chloride
<0.320 *+ *1
1.00
0.320
ug/L
04/03/23 21:31
1
Xylenes, Total
<0.450 *1
3.00
0.450
ug/L
04/03/23 21:31
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
117
53 - 136
04103123 21:31
1
Dibromofluoromethane (Surr)
116
67 - 129
04103123 21.31
1
Toluene-d8 (Surr)
106
59 - 134
04103123 21:31
1
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/25/23 07:48
03/28/23 00:19
1
Barium
14.2
10.0
4.40
ug/L
03/25/23 07:48
03/28/23 00:19
1
Beryllium
0.570 J B
4.00
0.300
ug/L
03/25/23 07:48
03/28/23 00:19
1
Cadmium
<0.440
5.00
0.440
ug/L
03/25/23 07:48
03/28/23 00:19
1
Chromium
<1.10
10.0
1.10
ug/L
03/25/23 07:48
03/28/23 00:19
1
Cobalt
<1.40
10.0
1.40
ug/L
03/25/23 07:48
03/28/23 00:19
1
Copper
<3.20
20.0
3.20
ug/L
03/25/23 07:48
03/28/23 00:19
1
Lead
<6.60
10.0
6.60
ug/L
03/25/23 07:48
03/28/23 00:19
1
Nickel
<3.30
40.0
3.30
ug/L
03/25/23 07:48
03/28/23 00:19
1
Selenium
<10.0
20.0
10.0
ug/L
03/25/23 07:48
03/28/23 00:19
1
Silver
<1.50
10.0
1.50
ug/L
03/25/23 07:48
03/28/23 00:19
1
Vanadium
<1.00
10.0
1.00
ug/L
03/25/23 07:48
03/28/23 00:19
1
Zinc
<8.70
20.0
8.70
ug/L
03/25/23 07:48
03/28/23 00:19
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Antimony
<0.340
5.00
0.340
ug/L
03/25/23 07:48
03/27/23 20:13
1
Thallium
<0.260
1.00
0.260
ug/L
03/25/23 07:48
03/27/23 20:13
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Mercury
<0.0800
0.200
0.0800
ug/L
03/27/2314:22
03/28/2312:00
1
Eurofins Raleigh
Page 61 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-AMW2D Lab Sample ID: 752-4750-2
Date Collected: 03/21/23 11:55 Matrix: Ground Water
Date Received: 03/23/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte Result Qualifier RL
1,4-Dioxane 1.38 0.500
Surrogate %Recovery Qualifier Limits
4-Bromofluorobenzene (Surr) 88 70 - 130
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.170 *1
1.00
1,1,1-Trichloroethane
<0.120 *1
1.00
1,1,2,2-Tetrachloroethane
<0.280 *1
1.00
1,1,2-Trichloroethane
<0.140 *1
1.00
1,1-Dichloroethane
0.331 J *- *1
1.00
1,1-Dichloroethene
<0.210 *1
1.00
1,2,3-Trichloropropane
<0.490 *1
1.00
1,2-Dibromo-3-Chloropropane
<0.480 *1
1.00
1,2-Dibromoethane
<0.660 *1
1.00
1,2-Dichlorobenzene
<0.190 *1
1.00
1,2-Dichloroethane
<0.210 *1
1.00
1,2-Dichloropropane
<0.100 *-*1
1.00
1,4-Dichlorobenzene
<0.190 *1
1.00
2-Butanone (MEK)
<10.0 *1
20.0
2-Hexanone
<0.880 *1
5.00
4-Methyl-2-pentanone (MIBK)
<1.10 *1
5.00
Acetone
<10.0
20.0
Acrylonitrile
<3.50
10.0
Benzene
<0.150 *- *1
1.00
Bromochloromethane
<0.480 *- *1
1.00
Bromodichloromethane
<0.170 *1
1.00
Bromoform
<0.220
1.00
Bromomethane
<0.140
1.00
Carbon disulfide
<1.50
5.00
Carbon tetrachloride
<0.170 *1
1.00
Chlorobenzene
<0.170 * *1
1.00
Chloroethane
<0.230
1.00
Chloroform
<0.180 * *1
1.00
Chloromethane
<0.130
1.00
cis-1,2-Dichloroethene
<0.150 *1
1.00
cis-1,3-Dichloropropene
<0.200 *1
1.00
Dibromochloromethane
<0.170 *1
1.00
Dibromomethane
<0.270 *1
1.00
Ethylbenzene
<0.130 *1
1.00
lodomethane
<1.70 *1
5.00
Methylene Chloride
<0.230 *1
1.00
Styrene
<0.110 *-
1.00
Tetrachloroethene
<0.170
1.00
Toluene
<0.140 *1
1.00
trans- 1,2-Dichloroethene
<0.210 *-*1
1.00
trans- 1,3-Dichloropropene
<0.150 *1
1.00
trans- 1,4-Dichloro-2-butene
<0.700
1.00
Trichloroethene
<0.150 *1
1.00
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.320
ug/L
03/31/2319:23
1
•
Prepared
Analyzed
Dil Fac
03/31/23 19:23
1
MDL
Unit
D Prepared
Analyzed
Dil Fac
C
0.170
ug/L
04/03/23 22:00
1
0.120
ug/L
04/03/23 22:00
1
0.280
ug/L
04/03/23 22:00
1
0.140
ug/L
04/03/23 22:00
1
0.130
ug/L
04/03/23 22:00
1
0.210
ug/L
04/03/23 22:00
1
0.490
ug/L
04/03/23 22:00
1
0.480
ug/L
04/03/23 22:00
1
0.660
ug/L
04/03/23 22:00
1
0.190
ug/L
04/03/23 22:00
1
0.210
ug/L
04/03/23 22:00
1
0.100
ug/L
04/03/23 22:00
1
0.190
ug/L
04/03/23 22:00
1
10.0
ug/L
04/03/23 22:00
1
0.880
ug/L
04/03/23 22:00
1
1.10
ug/L
04/03/23 22:00
1
10.0
ug/L
04/03/23 22:00
1
3.50
ug/L
04/03/23 22:00
1
0.150
ug/L
04/03/23 22:00
1
0.480
ug/L
04/03/23 22:00
1
0.170
ug/L
04/03/23 22:00
1
0.220
ug/L
04/03/23 22:00
1
0.140
ug/L
04/03/23 22:00
1
1.50
ug/L
04/03/23 22:00
1
0.170
ug/L
04/03/23 22:00
1
0.170
ug/L
04/03/23 22:00
1
0.230
ug/L
04/03/23 22:00
1
0.180
ug/L
04/03/23 22:00
1
0.130
ug/L
04/03/23 22:00
1
0.150
ug/L
04/03/23 22:00
1
0.200
ug/L
04/03/23 22:00
1
0.170
ug/L
04/03/23 22:00
1
0.270
ug/L
04/03/23 22:00
1
0.130
ug/L
04/03/23 22:00
1
1.70
ug/L
04/03/23 22:00
1
0.230
ug/L
04/03/23 22:00
1
0.110
ug/L
04/03/23 22:00
1
0.170
ug/L
04/03/23 22:00
1
0.140
ug/L
04/03/23 22:00
1
0.210
ug/L
04/03/23 22:00
1
0.150
ug/L
04/03/23 22:00
1
0.700
ug/L
04/03/23 22:00
1
0.150
ug/L
04/03/23 22:00
1
Eurofins Raleigh
Page 62 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-AMW2D Lab Sample ID: 752-4750-2
Date Collected: 03/21/23 11:55 Matrix: Ground Water
Date Received: 03/23/23 10:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Trichlorofluoromethane
<0.240 *+ *1
1.00
0.240
ug/L
04/03/23 22:00
1
Vinyl acetate
<0.950 *1
5.00
0.950
ug/L
04/03/23 22:00
1 ■:1
Vinyl chloride
<0.320 *+ *1
1.00
0.320
ug/L
04/03/23 22:00
1
Xylenes, Total
<0.450 *1
3.00
0.450
ug/L
04/03/23 22:00
1
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
111
53 - 136
04103123 22:00
1
Dibromofluoromethane (Surr)
114
67- 129
04/03/23 22:00
1
Toluene-d8 (Surr)
106
59 - 134
04/03/23 22:00
1
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/25/23 07:48
03/28/23 00:36
1
Barium
<4.40
10.0
4.40
ug/L
03/25/23 07:48
03/28/23 00:36
1
Beryllium
0.510 J B
4.00
0.300
ug/L
03/25/23 07:48
03/28/23 00:36
1
Cadmium
<0.440
5.00
0.440
ug/L
03/25/23 07:48
03/28/23 00:36
1
Chromium
<1.10
10.0
1.10
ug/L
03/25/23 07:48
03/28/23 00:36
1
Cobalt
<1.40
10.0
1.40
ug/L
03/25/23 07:48
03/28/23 00:36
1
Copper
<3.20
20.0
3.20
ug/L
03/25/23 07:48
03/28/23 00:36
1
Lead
<6.60
10.0
6.60
ug/L
03/25/23 07:48
03/28/23 00:36
1
Nickel
<3.30
40.0
3.30
ug/L
03/25/23 07:48
03/28/23 00:36
1
Selenium
<10.0
20.0
10.0
ug/L
03/25/23 07:48
03/28/23 00:36
1
Silver
<1.50
10.0
1.50
ug/L
03/25/23 07:48
03/28/23 00:36
1
Vanadium
<1.00
10.0
1.00
ug/L
03/25/23 07:48
03/28/23 00:36
1
Zinc
<8.70
20.0
8.70
ug/L
03/25/23 07:48
03/28/23 00:36
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Antimony
<0.340
5.00
0.340
ug/L
03/25/23 07:48
03/27/23 20:33
1
Thallium
<0.260
1.00
0.260
ug/L
03/25/23 07:48
03/27/23 20:33
1
Method: SW846 7470A - Mercury (CVAA)
Analyte Result Qualifier
Mercury <0.0800
Client Sample ID: 4501-BR1
Date Collected: 03/22/23 09:57
Date Received: 03/23/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte Result Qualifier
1,4-Dioxane 0.794
RL MDL Unit D Prepared Analyzed Dil Fac
0.200 0.0800 ug/L 03/27/2314:22 03/28/2312:02 1
RL MDL Unit
0.500 0.320 ug/L
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
95
70 - 130
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.170
1.00
1,1,1-Trichloroethane
<0.120
1.00
1,1,2,2-Tetrachloroethane
<0.280
1.00
Lab Sample ID: 752-4750-3
Matrix: Surface Water
D Prepared Analyzed Dil Fac
03/31 /23 19:50 1
Prepared Analyzed Dil Fac
03/31/23 19:50 1
MDL Unit D Prepared Analyzed Dil Fac
0.170 ug/L 04/05/2319:47 1
0.120 ug/L 04/05/2319:47 1
0.280 ug/L 04/05/2319:47 1
Page 63 of 242
Eurofins Raleigh
4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-BR1
Lab Sample ID: 752-4750-3
Date Collected: 03/22/23 09:57
Matrix: Surface Water
Date Received: 03/23/23 10:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
04/05/23 19:47
1
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
04/05/23 19:47
1
1,1-Dichloroethene
<0.210 "-
1.00
0.210
ug/L
04/05/23 19:47
1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
04/05/23 19:47
1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/05/23 19:47
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/05/23 19:47
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/23 19:47
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/05/23 19:47
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/05/23 19:47
1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/23 19:47
1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/05/23 19:47
1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/05/23 19:47
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/05/23 19:47
1
Acetone
<10.0
20.0
10.0
ug/L
04/05/23 19:47
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/05/23 19:47
1
Benzene
<0.150
1.00
0.150
ug/L
04/05/23 19:47
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/05/23 19:47
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/05/23 19:47
1
Bromoform
<0.220
1.00
0.220
ug/L
04/05/23 19:47
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/05/23 19:47
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/05/23 19:47
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/05/23 19:47
1
Chlorobenzene
<0.170
1.00
0.170
ug/L
04/05/23 19:47
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/05/23 19:47
1
Chloroform
0.244 J B
1.00
0.180
ug/L
04/05/23 19:47
1
Chloromethane
<0.130
1.00
0.130
ug/L
04/05/23 19:47
1
cis-1,2-Dichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 19:47
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
04/05/23 19:47
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
04/05/23 19:47
1
Dibromomethane
<0.270
1.00
0.270
ug/L
04/05/23 19:47
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
04/05/23 19:47
1
lodomethane
<1.70
5.00
1.70
ug/L
04/05/23 19:47
1
Methylene Chloride
<0.230
1.00
0.230
ug/L
04/05/23 19:47
1
Styrene
<0.110
1.00
0.110
ug/L
04/05/23 19:47
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
04/05/23 19:47
1
Toluene
<0.140
1.00
0.140
ug/L
04/05/23 19:47
1
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
04/05/23 19:47
1
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
04/05/23 19:47
1
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
04/05/23 19:47
1
Trichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 19:47
1
Trichlorofluoromethane
<0.240
1.00
0.240
ug/L
04/05/23 19:47
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
04/05/23 19:47
1
Vinyl chloride
<0.320
1.00
0.320
ug/L
04/05/23 19:47
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
04/05/23 19:47
1
Surrogate
%Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
95
53- 136
04105123 19:47
1
Dibromofluoromethane (Surr)
91
67- 129
04105123 19:47
1
Toluene-d8 (Surr)
95
59 - 134
04105123 19:47
1
0
Eurofins Raleigh
Page 64 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-BR1 Lab Sample ID: 752-4750-3
Date Collected: 03/22/23 09:57 Matrix: Surface Water
Date Received: 03/23/23 10:00
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result Qualifier
Arsenic
<6.40
Barium
29.3
Beryllium
0.590 J B
Cadmium
<0.440
Chromium
<1.10
Cobalt
<1.40
Copper
<3.20
Lead
<6.60
Nickel
<3.30
Selenium
<10.0
Silver
<1.50
Vanadium
1.06 J
Zinc
<8.70
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
20.0
6.40
ug/L
03/25/23 07:48
03/28/23 00:42
1
10.0
4.40
ug/L
03/25/23 07:48
03/28/23 00:42
1
4.00
0.300
ug/L
03/25/23 07:48
03/28/23 00:42
1
5.00
0.440
ug/L
03/25/23 07:48
03/28/23 00:42
1
10.0
1.10
ug/L
03/25/23 07:48
03/28/23 00:42
1
10.0
1.40
ug/L
03/25/23 07:48
03/28/23 00:42
1
20.0
3.20
ug/L
03/25/23 07:48
03/28/23 00:42
1
10.0
6.60
ug/L
03/25/23 07:48
03/28/23 00:42
1
40.0
3.30
ug/L
03/25/23 07:48
03/28/23 00:42
1
20.0
10.0
ug/L
03/25/23 07:48
03/28/23 00:42
1
10.0
1.50
ug/L
03/25/23 07:48
03/28/23 00:42
1
10.0
1.00
ug/L
03/25/23 07:48
03/28/23 00:42
1
20.0
8.70
ug/L
03/25/23 07:48
03/28/23 00:42
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Antimony <0.340 5.00 0.340 ug/L 03/25/23 07:48 03/27/23 20:41 1
Thallium <0.260 1.00 0.260 ug/L 03/25/23 07:48 03/27/23 20:41 1
Client Sample ID: 4501-BR2 Lab Sample ID: 752-4750-4
Date Collected: 03/22/23 08:50 Matrix: Surface Water
Date Received: 03/23/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,4-Dioxane 7.78 0.500 0.320 ug/L 03/31/23 20:17 1
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
86
70 - 130
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.170
1.00
1,1,1-Trichloroethane
<0.120
1.00
1,1,2,2-Tetrachloroethane
<0.280
1.00
1,1,2-Trichloroethane
<0.140
1.00
1,1-Dichloroethane
<0.130
1.00
1,1-Dichloroethene
<0.210 *-
1.00
1,2,3-Trichloropropane
<0.490
1.00
1,2-Dibromo-3-Chloropropane
<0.480
1.00
1,2-Dibromoethane
<0.660
1.00
1,2-Dichlorobenzene
0.323 J
1.00
1,2-Dichloroethane
<0.210
1.00
1,2-Dichloropropane
<0.100
1.00
1,4-Dichlorobenzene
1.29
1.00
2-Butanone (MEK)
<10.0
20.0
2-Hexanone
<0.880
5.00
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
Acetone
<10.0
20.0
Acrylonitrile
<3.50
10.0
Benzene
<0.150
1.00
Prepared Analyzed
Dil Fac
03/31/23 20:17
1
MDL
Unit
D Prepared Analyzed
Dil Fac
0.170
ug/L
04/05/23 20:16
1
0.120
ug/L
04/05/23 20:16
1
0.280
ug/L
04/05/23 20:16
1
0.140
ug/L
04/05/23 20:16
1
0.130
ug/L
04/05/23 20:16
1
0.210
ug/L
04/05/23 20:16
1
0.490
ug/L
04/05/23 20:16
1
0.480
ug/L
04/05/23 20:16
1
0.660
ug/L
04/05/23 20:16
1
0.190
ug/L
04/05/23 20:16
1
0.210
ug/L
04/05/23 20:16
1
0.100
ug/L
04/05/23 20:16
1
0.190
ug/L
04/05/23 20:16
1
10.0
ug/L
04/05/23 20:16
1
0.880
ug/L
04/05/23 20:16
1
1.10
ug/L
04/05/23 20:16
1
10.0
ug/L
04/05/23 20:16
1
3.50
ug/L
04/05/23 20:16
1
0.150
ug/L
04/05/23 20:16
1
Eurofins Raleigh
Page 65 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-BR2
Lab Sample
ID: 752-4750-4
Date Collected: 03/22/23 08:50
Matrix: Surface Water
Date Received: 03/23/23 10:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/05/23 20:16
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/05/23 20:16
1
Bromoform
<0.220
1.00
0.220
ug/L
04/05/23 20:16
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/05/23 20:16
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/05/23 20:16
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/05/23 20:16
1
Chlorobenzene
0.541
J
1.00
0.170
ug/L
04/05/23 20:16
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/05/23 20:16
1
Chloroform
0.280
J B
1.00
0.180
ug/L
04/05/23 20:16
1
Chloromethane
<0.130
1.00
0.130
ug/L
04/05/23 20:16
1
cis-1,2-Dichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 20:16
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
04/05/23 20:16
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
04/05/23 20:16
1
Dibromomethane
<0.270
1.00
0.270
ug/L
04/05/23 20:16
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
04/05/23 20:16
1
lodomethane
<1.70
5.00
1.70
ug/L
04/05/23 20:16
1
Methylene Chloride
0.486
J B
1.00
0.230
ug/L
04/05/23 20:16
1
Styrene
<0.110
1.00
0.110
ug/L
04/05/23 20:16
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
04/05/23 20:16
1
Toluene
<0.140
1.00
0.140
ug/L
04/05/23 20:16
1
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
04/05/23 20:16
1
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
04/05/23 20:16
1
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
04/05/23 20:16
1
Trichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 20:16
1
Trichlorofluoromethane
<0.240
1.00
0.240
ug/L
04/05/23 20:16
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
04/05/23 20:16
1
Vinyl chloride
<0.320
1.00
0.320
ug/L
04/05/23 20:16
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
04/05/23 20:16
1
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
93
53 - 136
04105123 20:16
1
Dibromofluoromethane (Surr)
89
67- 129
04105123 20:16
1
Toluene-d8 (Surr)
94
59 - 134
04105123 20:16
1
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/25/23 07:48
03/28/23 00:23
1
Barium
178
10.0
4.40
ug/L
03/25/23 07:48
03/28/23 00:23
1
Beryllium
0.530
J B
4.00
0.300
ug/L
03/25/23 07:48
03/28/23 00:23
1
Cadmium
<0.440
5.00
0.440
ug/L
03/25/23 07:48
03/28/23 00:23
1
Chromium
<1.10
10.0
1.10
ug/L
03/25/23 07:48
03/28/23 00:23
1
Cobalt
2.36
J
10.0
1.40
ug/L
03/25/23 07:48
03/28/23 00:23
1
Copper
<3.20
20.0
3.20
ug/L
03/25/23 07:48
03/28/23 00:23
1
Lead
<6.60
10.0
6.60
ug/L
03/25/23 07:48
03/28/23 00:23
1
Nickel
<3.30
40.0
3.30
ug/L
03/25/23 07:48
03/28/23 00:23
1
Selenium
<10.0
20.0
10.0
ug/L
03/25/23 07:48
03/28/23 00:23
1
Silver
<1.50
10.0
1.50
ug/L
03/25/23 07:48
03/28/23 00:23
1
Vanadium
<1.00
10.0
1.00
ug/L
03/25/23 07:48
03/28/23 00:23
1
Zinc
<8.70
20.0
8.70
ug/L
03/25/23 07:48
03/28/23 00:23
1
0
Eurofins Raleigh
Page 66 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-BR2 Lab Sample ID: 752-4750-4
Date Collected: 03/22/23 08:50 Matrix: Surface Water
Date Received: 03/23/23 10:00
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte Result Qualifier RL MDL Unit
Antimony <0.340 5.00 0.340 ug/L
Thallium <0.260 1.00 0.260 ug/L
Client Sample ID: 4501-BR3
Date Collected: 03/22/23 10:30
Date Received: 03/23/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte Result Qualifier RL MDL Unit
1,4-Dioxane 0.989 0.500 0.320 ug/L
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
88
70 - 130
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
MDL
Unit
1,1,1,2-Tetrachloroethane
<0.170
1.00
0.170
ug/L
1,1,1-Trichloroethane
<0.120
1.00
0.120
ug/L
1,1,2,2-Tetrachloroethane
<0.280
1.00
0.280
ug/L
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
1,1-Dichloroethene
<0.210 `-
1.00
0.210
ug/L
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
2-Hexanone
<0.880
5.00
0.880
ug/L
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
Acetone
<10.0
20.0
10.0
ug/L
Acrylonitrile
<3.50
10.0
3.50
ug/L
Benzene
<0.150
1.00
0.150
ug/L
Bromochloromethane
<0.480
1.00
0.480
ug/L
Bromodichloromethane
<0.170
1.00
0.170
ug/L
Bromoform
<0.220
1.00
0.220
ug/L
Bromomethane
<0.140
1.00
0.140
ug/L
Carbon disulfide
<1.50
5.00
1.50
ug/L
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
Chlorobenzene
0.210 J
1.00
0.170
ug/L
Chloroethane
<0.230
1.00
0.230
ug/L
Chloroform
0.293 J B
1.00
0.180
ug/L
Chloromethane
<0.130
1.00
0.130
ug/L
cis-1,2-Dichloroethene
<0.150
1.00
0.150
ug/L
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
Dibromochloromethane
<0.170
1.00
0.170
ug/L
Dibromomethane
<0.270
1.00
0.270
ug/L
Ethylbenzene
<0.130
1.00
0.130
ug/L
D Prepared Analyzed Dil Fac
03/25/23 07:48 03/27/23 20:17 1
03/25/23 07:48 03/27/23 20:17 1
Lab Sample ID: 752-4750-5
Matrix: Surface Water
L
D Prepared Analyzed Dil Fac C
03/31/23 20:44 1
Prepared Analyzed Dfl Fac
03/31/23 20:44 1
D Prepared Analyzed
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
04/05/23 20:45
Eurofins Raleigh
Page 67 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-BR3 Lab Sample ID: 752-4750-5
Date Collected: 03/22/23 10:30 Matrix: Surface Water
Date Received: 03/23/23 10:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
lodomethane
<1.70
5.00
1.70
ug/L
Methylene Chloride
0.256 J B
1.00
0.230
ug/L
Styrene
<0.110
1.00
0.110
ug/L
Tetrachloroethene
<0.170
1.00
0.170
ug/L
Toluene
<0.140
1.00
0.140
ug/L
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
Trichloroethene
<0.150
1.00
0.150
ug/L
Trichlorofluoromethane
<0.240
1.00
0.240
ug/L
Vinyl acetate
<0.950
5.00
0.950
ug/L
Vinyl chloride
<0.320
1.00
0.320
ug/L
Xylenes, Total
<0.450
3.00
0.450
ug/L
Surrogate
4-Bromofluorobenzene (Surr)
Dibromofluoromethane (Surr)
Toluene-d8 (Surr)
D Prepared Analyzed
Dil Fac
04/05/23 20:45
1
04/05/23 20:45
1
04/05/23 20:45
1
04/05/23 20:45
1
04/05/23 20:45
1
04/05/23 20:45
1
04/05/23 20:45
1
04/05/23 20:45
1
04/05/23 20:45
1
04/05/23 20:45
1
04/05/23 20:45
1
04/05/23 20:45
1
04/05/23 20:45
1
%Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
92
53 - 136
04105123 20:45
1
84
67- 129
04105123 20:45
1
89
59 - 134
04105123 20:45
1
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result
Qualifier
Arsenic
<6.40
Barium
219
Beryllium
0.930
J B
Cadmium
1.07
J
Chromium
<1.10
Cobalt
3.22
J
Copper
<3.20
Lead
<6.60
Nickel
6.16
J
Selenium
<10.0
Silver
<1.50
Vanadium
<1.00
Zinc
39.7
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
20.0
6.40
ug/L
03/25/23 07:48
03/28/23 00:32
1
10.0
4.40
ug/L
03/25/23 07:48
03/28/23 00:32
1
4.00
0.300
ug/L
03/25/23 07:48
03/28/23 00:32
1
5.00
0.440
ug/L
03/25/23 07:48
03/28/23 00:32
1
10.0
1.10
ug/L
03/25/23 07:48
03/28/23 00:32
1
10.0
1.40
ug/L
03/25/23 07:48
03/28/23 00:32
1
20.0
3.20
ug/L
03/25/23 07:48
03/28/23 00:32
1
10.0
6.60
ug/L
03/25/23 07:48
03/28/23 00:32
1
40.0
3.30
ug/L
03/25/23 07:48
03/28/23 00:32
1
20.0
10.0
ug/L
03/25/23 07:48
03/28/23 00:32
1
10.0
1.50
ug/L
03/25/23 07:48
03/28/23 00:32
1
10.0
1.00
ug/L
03/25/23 07:48
03/28/23 00:32
1
20.0
8.70
ug/L
03/25/23 07:48
03/28/23 00:32
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Antimony <0.340 5.00 0.340 ug/L 03/25/23 07:48 03/27/23 20:21 1
Thallium <0.260 1.00 0.260 ug/L 03/25/23 07:48 03/27/23 20:21 1
Client Sample ID: 4501-SW1 Lab Sample ID: 752-4750-6
Date Collected: 03/22/23 09:15 Matrix: Surface Water
Date Received: 03/23/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte Result Qualifier RL MDL Unit D
1,4-Dioxane 1.63 0.500 0.320 ug/L
Surrogate %Recovery Qualifier Limits
4-Bromofluorobenzene (Surr) 83 70 - 130
Prepared Analyzed Dil Fac
03/31/23 21:10 1
Prepared Analyzed Dil Fac
03/31/23 21:10 1
Eurofins Raleigh
Page 68 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-SW1 Lab Sample ID: 752-4750-6
Date Collected: 03/22/23 09:15 Matrix: Surface Water
Date Received: 03/23/23 10:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.170
1.00
1,1,1-Trichloroethane
<0.120
1.00
1,1,2,2-Tetrachloroethane
<0.280
1.00
1,1,2-Trichloroethane
<0.140
1.00
1,1-Dichloroethane
<0.130
1.00
1,1-Dichloroethene
<0.210 *-
1.00
1,2,3-Trichloropropane
<0.490
1.00
1,2-Dibromo-3-Chloropropane
<0.480
1.00
1,2-Dibromoethane
<0.660
1.00
1,2-Dichlorobenzene
<0.190
1.00
1,2-Dichloroethane
<0.210
1.00
1,2-Dichloropropane
<0.100
1.00
1,4-Dichlorobenzene
<0.190
1.00
2-Butanone (MEK)
<10.0
20.0
2-Hexanone
<0.880
5.00
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
Acetone
<10.0
20.0
Acrylonitrile
<3.50
10.0
Benzene
<0.150
1.00
Bromochloromethane
<0.480
1.00
Bromodichloromethane
<0.170
1.00
Bromoform
<0.220
1.00
Bromomethane
<0.140
1.00
Carbon disulfide
<1.50
5.00
Carbon tetrachloride
<0.170
1.00
Chlorobenzene
<0.170
1.00
Chloroethane
<0.230
1.00
Chloroform
0.223 J B
1.00
Chloromethane
<0.130
1.00
cis-1,2-Dichloroethene
<0.150
1.00
cis-1,3-Dichloropropene
<0.200
1.00
Dibromochloromethane
<0.170
1.00
Dibromomethane
<0.270
1.00
Ethylbenzene
<0.130
1.00
lodomethane
<1.70
5.00
Methylene Chloride
<0.230
1.00
Styrene
<0.110
1.00
Tetrachloroethene
<0.170
1.00
Toluene
<0.140
1.00
trans- 1,2-Dichloroethene
<0.210
1.00
trans- 1,3-Dichloropropene
<0.150
1.00
trans- 1,4-Dichloro-2-butene
<0.700
1.00
Trichloroethene
<0.150
1.00
Trichlorofluoromethane
<0.240
1.00
Vinyl acetate
<0.950
5.00
Vinyl chloride
<0.320
1.00
Xylenes, Total
<0.450
3.00
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
92
53 - 136
MDL
Unit
D Prepared Analyzed
Dil Fac
0.170
ug/L
04/05/23 21:14
1
0.120
ug/L
04/05/23 21:14
1
0.280
ug/L
04/05/23 21:14
1
0.140
ug/L
04/05/23 21:14
1
0.130
ug/L
04/05/23 21:14
1
0.210
ug/L
04/05/23 21:14
1
0.490
ug/L
04/05/23 21:14
1
0.480
ug/L
04/05/23 21:14
1
0.660
ug/L
04/05/23 21:14
1
0.190
ug/L
04/05/23 21:14
1
0.210
ug/L
04/05/23 21:14
1
0.100
ug/L
04/05/23 21:14
1
0.190
ug/L
04/05/23 21:14
1
10.0
ug/L
04/05/23 21:14
1
0.880
ug/L
04/05/23 21:14
1
1.10
ug/L
04/05/23 21:14
1
10.0
ug/L
04/05/23 21:14
1
3.50
ug/L
04/05/23 21:14
1
0.150
ug/L
04/05/23 21:14
1
0.480
ug/L
04/05/23 21:14
1
0.170
ug/L
04/05/23 21:14
1
0.220
ug/L
04/05/23 21:14
1
0.140
ug/L
04/05/23 21:14
1
1.50
ug/L
04/05/23 21:14
1
0.170
ug/L
04/05/23 21:14
1
0.170
ug/L
04/05/23 21:14
1
0.230
ug/L
04/05/23 21:14
1
0.180
ug/L
04/05/23 21:14
1
0.130
ug/L
04/05/23 21:14
1
0.150
ug/L
04/05/23 21:14
1
0.200
ug/L
04/05/23 21:14
1
0.170
ug/L
04/05/23 21:14
1
0.270
ug/L
04/05/23 21:14
1
0.130
ug/L
04/05/23 21:14
1
1.70
ug/L
04/05/23 21:14
1
0.230
ug/L
04/05/23 21:14
1
0.110
ug/L
04/05/23 21:14
1
0.170
ug/L
04/05/23 21:14
1
0.140
ug/L
04/05/23 21:14
1
0.210
ug/L
04/05/23 21:14
1
0.150
ug/L
04/05/23 21:14
1
0.700
ug/L
04/05/23 21:14
1
0.150
ug/L
04/05/23 21:14
1
0.240
ug/L
04/05/23 21:14
1
0.950
ug/L
04/05/23 21:14
1
0.320
ug/L
04/05/23 21:14
1
0.450
ug/L
04/05/23 21:14
1
Prepared Analyzed
Dil Fac
04105123 21:14
1
0
Eurofins Raleigh
Page 69 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-SW1
Lab Sample
ID: 752-4750-6
Date Collected: 03/22/23 09:15
Matrix: Surface Water
Date Received: 03/23/23 10:00
Method: SW846 8260D - Volatile Organic
Compounds by GC/MS (Continued)
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
Dibromofluoromethane (Surr)
89
67- 129
04105123 21:14
1
Toluene-d8 (Surr)
89
59 - 134
04105123 21:14
1
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/25/23 07:48
03/28/23 00:45
1
Barium
35.0
10.0
4.40
ug/L
03/25/23 07:48
03/28/23 00:45
1
Beryllium
0.570 J B
4.00
0.300
ug/L
03/25/23 07:48
03/28/23 00:45
1
Cadmium
<0.440
5.00
0.440
ug/L
03/25/23 07:48
03/28/23 00:45
1
Chromium
<1.10
10.0
1.10
ug/L
03/25/23 07:48
03/28/23 00:45
1
Cobalt
<1.40
10.0
1.40
ug/L
03/25/23 07:48
03/28/23 00:45
1
Copper
<3.20
20.0
3.20
ug/L
03/25/23 07:48
03/28/23 00:45
1
Lead
<6.60
10.0
6.60
ug/L
03/25/23 07:48
03/28/23 00:45
1
Nickel
<3.30
40.0
3.30
ug/L
03/25/23 07:48
03/28/23 00:45
1
Selenium
<10.0
20.0
10.0
ug/L
03/25/23 07:48
03/28/23 00:45
1
Silver
<1.50
10.0
1.50
ug/L
03/25/23 07:48
03/28/23 00:45
1
Vanadium
<1.00
10.0
1.00
ug/L
03/25/23 07:48
03/28/23 00:45
1
Zinc
12.6 J
20.0
8.70
ug/L
03/25/23 07:48
03/28/23 00:45
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Antimony
<0.340
5.00
0.340
ug/L
03/25/23 07:48
03/27/23 20:45
1
Thallium
<0.260
1.00
0.260
ug/L
03/25/23 07:48
03/27/23 20:45
1
Client Sample ID: 4501-MW9
Lab Sample
ID: 752-4750-7
Date Collected: 03/22/23 11:43
Matrix: Ground Water
Date Received: 03/23/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
1,4-Dioxane
<0.320
0.500
0.320
ug/L
03/31/2321:37
1
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
83
70 - 130
03/31/23 21:37
1
Method: SW846 8260D - Volatile Organic
Compounds by GC/MS
Analyte
Result Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
1,1,1,2-Tetrachloroethane
<0.170
1.00
0.170
ug/L
04/05/2321:43
1
1,1,1-Trichloroethane
<0.120
1.00
0.120
ug/L
04/05/2321:43
1
1,1,2,2-Tetrachloroethane
<0.280
1.00
0.280
ug/L
04/05/2321:43
1
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
04/05/2321:43
1
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
04/05/2321:43
1
1,1-Dichloroethene
<0.210 "-
1.00
0.210
ug/L
04/05/2321:43
1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
04/05/2321:43
1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/05/2321:43
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/05/2321:43
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/2321:43
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/05/2321:43
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/05/2321:43
1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/2321:43
1
Eurofins Raleigh
Page 70 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW9
Lab Sample
ID: 752-4750-7
Date Collected: 03/22/23 11:43
Matrix: Ground Water
Date Received: 03/23/23 10:00
Method: SW846 8260D - Volatile Organic
Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/05/23 21:43
1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/05/23 21:43
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/05/23 21:43
1
Acetone
<10.0
20.0
10.0
ug/L
04/05/23 21:43
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/05/23 21:43
1
Benzene
<0.150
1.00
0.150
ug/L
04/05/23 21:43
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/05/23 21:43
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/05/23 21:43
1
Bromoform
<0.220
1.00
0.220
ug/L
04/05/23 21:43
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/05/23 21:43
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/05/23 21:43
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/05/23 21:43
1
Chlorobenzene
<0.170
1.00
0.170
ug/L
04/05/23 21:43
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/05/23 21:43
1
Chloroform
0.262
J B
1.00
0.180
ug/L
04/05/23 21:43
1
Chloromethane
<0.130
1.00
0.130
ug/L
04/05/23 21:43
1
cis-1,2-Dichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 21:43
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
04/05/23 21:43
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
04/05/23 21:43
1
Dibromomethane
<0.270
1.00
0.270
ug/L
04/05/23 21:43
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
04/05/23 21:43
1
lodomethane
<1.70
5.00
1.70
ug/L
04/05/23 21:43
1
Methylene Chloride
0.294
J B
1.00
0.230
ug/L
04/05/23 21:43
1
Styrene
<0.110
1.00
0.110
ug/L
04/05/23 21:43
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
04/05/23 21:43
1
Toluene
<0.140
1.00
0.140
ug/L
04/05/23 21:43
1
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
04/05/23 21:43
1
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
04/05/23 21:43
1
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
04/05/23 21:43
1
Trichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 21:43
1
Trichlorofluoromethane
<0.240
1.00
0.240
ug/L
04/05/23 21:43
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
04/05/23 21:43
1
Vinyl chloride
<0.320
1.00
0.320
ug/L
04/05/23 21:43
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
04/05/23 21:43
1
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
95
53 - 136
04/05/23 21:43
1
Dibromofluoromethane (Surr)
88
67- 129
04/05/23 21:43
1
Toluene-d8 (Surr)
92
59 - 134
04/05/23 21:43
1
Method: SW846 6010D - Metals (ICP) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/25/23 07:48
03/28/23 00:39
1
Barium
86.8
10.0
4.40
ug/L
03/25/23 07:48
03/28/23 00:39
1
Beryllium
1.89
J B
4.00
0.300
ug/L
03/25/23 07:48
03/28/23 00:39
1
Cadmium
<0.440
5.00
0.440
ug/L
03/25/23 07:48
03/28/23 00:39
1
Chromium
<1.10
10.0
1.10
ug/L
03/25/23 07:48
03/28/23 00:39
1
Cobalt
<1.40
10.0
1.40
ug/L
03/25/23 07:48
03/28/23 00:39
1
Copper
14.8
J
20.0
3.20
ug/L
03/25/23 07:48
03/28/23 00:39
1
Lead
<6.60
10.0
6.60
ug/L
03/25/23 07:48
03/28/23 00:39
1
0
Eurofins Raleigh
Page 71 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW9 Lab Sample ID: 752-4750-7
Date Collected: 03/22/23 11:43 Matrix: Ground Water
Date Received: 03/23/23 10:00
Method: SW846 6010D - Metals (ICP) - Total Recoverable (Continued)
Analyte
Result Qualifier
RL
MDL
Unit
Nickel
<3.30
40.0
3.30
ug/L
Selenium
<10.0
20.0
10.0
ug/L
Silver
1.59 J
10.0
1.50
ug/L
Vanadium
<1.00
10.0
1.00
ug/L
Zinc
<8.70
20.0
8.70
ug/L
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result Qualifier
RL
MDL
Unit
Antimony
<0.340
5.00
0.340
ug/L
Thallium
<0.260
1.00
0.260
ug/L
D Prepared
Analyzed
Dil Fac
03/25/23 07:48
03/28/23 00:39
1
03/25/23 07:48
03/28/23 00:39
1
03/25/23 07:48
03/28/23 00:39
1
03/25/23 07:48
03/28/23 00:39
1
03/25/23 07:48
03/28/23 00:39
1
D Prepared
Analyzed
Dil Fac
03/25/23 07:48
03/27/23 20:37
1
03/25/23 07:48
03/27/23 20:37
1
Client Sample ID: 4501-Trip Blank
Lab Sample ID: 752-4750-8
Date Collected: 03/22/23 08:50
Matrix:
Water
Date Received: 03/23/23 10:00
Method: SW846 8260 SIM - 1,4-Dioxane by SIM
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,4-Dioxane
<0.320
0.500
0.320
ug/L
03/31/2314:26
1
Surrogate
%Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
90
70 - 130
03/31/23 14:26
1
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,1,2-Tetrachloroethane
<0.170
1.00
0.170
ug/L
04/05/23 17:50
1
1,1,1-Trichloroethane
<0.120
1.00
0.120
ug/L
04/05/23 17:50
1
1,1,2,2-Tetrachloroethane
<0.280
1.00
0.280
ug/L
04/05/23 17:50
1
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
04/05/23 17:50
1
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
04/05/23 17:50
1
1,1-Dichloroethene
<0.210 *-
1.00
0.210
ug/L
04/05/23 17:50
1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
04/05/23 17:50
1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/05/23 17:50
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/05/23 17:50
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/23 17:50
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/05/23 17:50
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/05/23 17:50
1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/23 17:50
1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/05/23 17:50
1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/05/23 17:50
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/05/23 17:50
1
Acetone
<10.0
20.0
10.0
ug/L
04/05/23 17:50
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/05/23 17:50
1
Benzene
<0.150
1.00
0.150
ug/L
04/05/23 17:50
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/05/23 17:50
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/05/23 17:50
1
Bromoform
<0.220
1.00
0.220
ug/L
04/05/23 17:50
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/05/23 17:50
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/05/23 17:50
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/05/23 17:50
1
Chlorobenzene
<0.170
1.00
0.170
ug/L
04/05/23 17:50
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/05/23 17:50
1
Eurofins Raleigh
Page 72 of 242 4/19/2023

Client Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-Trip Blank
Lab Sample ID: 752-4750-8
Date Collected: 03/22/23 08:50
Matrix:
Water
Date Received: 03/23/23 10:00
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Chloroform
0.503
J B
1.00
0.180
ug/L
04/05/23 17:50
1
Chloromethane
<0.130
1.00
0.130
ug/L
04/05/23 17:50
1 �.
cis-1,2-Dichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 17:50
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
04/05/23 17:50
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
04/05/23 17:50
1
Dibromomethane
<0.270
1.00
0.270
ug/L
04/05/23 17:50
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
04/05/23 17:50
1
lodomethane
<1.70
5.00
1.70
ug/L
04/05/23 17:50
1
Methylene Chloride
0.470
J B
1.00
0.230
ug/L
04/05/23 17:50
1
Styrene
<0.110
1.00
0.110
ug/L
04/05/23 17:50
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
04/05/23 17:50
1
Tetrahydrofuran
<0.530
1.00
0.530
ug/L
04/05/23 17:50
1
Toluene
<0.140
1.00
0.140
ug/L
04/05/23 17:50
1
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
04/05/23 17:50
1
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
04/05/23 17:50
1
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
04/05/23 17:50
1
Trichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 17:50
1
Trichlorofluoromethane
<0.240
1.00
0.240
ug/L
04/05/23 17:50
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
04/05/23 17:50
1
Vinyl chloride
<0.320
1.00
0.320
ug/L
04/05/23 17:50
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
04/05/23 17:50
1
Surrogate
%Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
93
53 - 136
04/05/23 17:50
1
Dibromofluoromethane (Surr)
92
67- 129
04105123 17:50
1
Toluene-d8 (Surr)
93
59 - 134
04105123 17:50
1
Eurofins Raleigh
Page 73 of 242 4/19/2023

Surrogate Summary
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8260 SIM - 1,4-Dioxane by SIM
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
Lab Sample ID Client Sample ID
(70-130)
752-4652-1 4501-AM W 1 S
76
752-4652-2 4501-MW5(Background)
128
752-4652-3 4501-MW8
88
752-4652-3 MS 4501-MW8
100
752-4652-3 MSD 4501-MW8
116
752-4682-1 4501-M W6
86
752-4682-2 4501-MW7
80
752-4682-3 4501-MW10
77
752-4682-4 4501-MW11
89
752-4682-4 MS 4501-MW11
107
752-4682-4 MSD 4501-MW11
93
752-4682-5 4501-MW12
88
752-4682-6 4501-MW13
75
752-4748-1 4501-AM W2S
86
752-4750-1 4501-AM W 1 D
87
752-4750-2 4501-AM W2 D
88
752-4750-7 4501-MW9
83
Surrogate Legend
BFB = 4-Bromofluorobenzene (Surr)
Method: 8260 SIM - 1,4-Dioxane by SIM
Matrix: Surface Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
Lab Sample ID Client Sample ID
(70-130)
752-4750-3 4501-BR1
95
752-4750-4 4501-BR2
86
752-4750-5 4501-BR3
88
752-4750-6 4501-SW1
83
Surrogate Legend
BFB = 4-Bromofluorobenzene (Surr)
Method: 8260 SIM - 1,4-Dioxane by SIM
Matrix: Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
Lab Sample ID Client Sample ID
(70-130)
752-4749-1 4501-Field Blank
86
752-4750-8 4501-Trip Blank
90
LCS 680-770326/3 Lab Control Sample
87
LCS 680-770731/3 Lab Control Sample
88
LCSD 680-770326/4 Lab Control Sample Dup
98
LCSD 680-770731/4 Lab Control Sample Dup
85
MB 680-770326/6 Method Blank
116
MB 680-770731/6 Method Blank
83
Surrogate Legend
BFB = 4-Bromofluorobenzene (Surr)
Eurofins Raleigh
Page 74 of 242 4/19/2023

Surrogate Summary
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GC/MS
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
DBFM
TOL
Lab Sample ID Client Sample ID
(53-136)
(67-129)
(59-134)
752-4652-1 4501-AM W 1 S
114
104
102
752-4652-2 4501-MW5(Background)
110
106
103
752-4652-3 4501-MW8
111
107
102
752-4652-3 MS 4501-MW8
115
106
103
752-4652-3 MSD 4501-MW8
114
108
103
752-4682-1 4501-MW6
115
112
108
752-4682-2 4501-M W7
116
108
107
752-4682-3 4501-MW10
113
111
108
752-4682-4 4501-M W 11
116
113
106
752-4682-4 MS 4501-MW11
114
111
108
752-4682-4 MSD 4501-MW11
118
111
109
752-4682-5 4501-MW12
113
112
110
752-4682-6 4501-M W 13
118
109
105
752-4682-7 4501-Old MW2
116
112
107
752-4748-1 4501-AMW2S
97
90
94
752-4750-1 4501-AM W 1 D
117
116
106
752-4750-2 4501-AM W2 D
111
114
106
752-4750-7 4501-MW9
95
88
92
Surrogate Legend
BFB = 4-Bromofluorobenzene (Surr)
DBFM = Dibromofluoromethane (Surr)
TOL = Toluene-d8 (Surr)
Method: 8260D - Volatile Organic Compounds by GC/MS
Matrix: Surface Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
DBFM
TOL
Lab Sample ID Client Sample ID
(53-136)
(67-129)
(59-134)
752-4750-3 4501-BR1
95
91
95
752-4750-4 4501-BR2
93
89
94
752-4750-5 4501-BR3
92
84
89
752-4750-6 4501-SW1
92
89
89
Surrogate Legend
BFB = 4-Bromofluorobenzene (Surr)
DBFM = Dibromofluoromethane (Surr)
TOL = Toluene-d8 (Surr)
Method: 8260D - Volatile Organic Compounds by GC/MS
Matrix: Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
Lab Sample ID
Client Sample ID
BFB
(53-136)
DBFM
(67-129)
TOL
(59-134)
752-4749-1
4501-Field Blank
93
84
91
752-4750-8
4501-Trip Blank
93
92
93
LCS 752-2053/5
Lab Control Sample
113
105
103
LCS 752-2066/5
Lab Control Sample
94
88
86
LCS 752-2107/5
Lab Control Sample
115
112
106
Eurofins Raleigh
Page 75 of 242 4/19/2023

Surrogate Summary
Client: WSP USA Inc Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Matrix: Water Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
DBFM
TOL
Lab Sample ID Client Sample ID
(53-136)
(67-129)
(59-134)
LCS 752-2111/5 Lab Control Sample
91
87
94
LCS 752-2118/5 Lab Control Sample
119
115
109
LCSD 752-2053/6 Lab Control Sample Dup
111
104
103
LCSD 752-2066/6 Lab Control Sample Dup
118
108
105
LCSD 752-2107/6 Lab Control Sample Dup
117
111
107
LCSD 752-2111/6 Lab Control Sample Dup
89
89
92
LCSD 752-2118/6 Lab Control Sample Dup
113
111
109
MB 752-2053/8 Method Blank
108
103
99
MB 752-2066/8 Method Blank
110
107
105
MB 752-2107/8 Method Blank
114
110
106
MB 752-2111/9 Method Blank
95
89
95
MB 752-2118/9 Method Blank
115
111
105
MRL 752-2053/4 Lab Control Sample
111
102
102
MRL 752-2066/4 Lab Control Sample
110
108
104
MRL 752-2107/4 Lab Control Sample
117
112
105
MRL 752-2111/7 Lab Control Sample
97
84
92
MRL 752-2118/4 Lab Control Sample
111
115
107
Surrogate Legend
BFB = 4-Bromofluorobenzene (Surr)
DBFM = Dibromofluoromethane (Surr)
TOL = Toluene-d8 (Surr)
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
TBP
FBP
2FP
NBZ
PHL
TPHL
Lab Sample ID Client Sample ID
(30-130)
(25-130)
(10-130)
(30-130)
(10-130)
(35-131)
752-4652-2 4501-MW5(Background)
96
65
40
69
28
71
752-4652-3 4501-MW8
86
68
38
73
28
67
752-4652-3 MS 4501-MW8
81
57
34
63
23
67
752-4652-3 MSD 4501-MW8
81
54
31
57
23
67
752-4682-1 4501-MW6
94
50
27
54
20
62
752-4682-2 4501-MW7
91
60
38
67
26
67
Surrogate Legend
TBP = 2,4,6-Tribromophenol (Surr)
FBP = 2-Fluorobiphenyl (Surr)
2FP = 2-Fluorophenol (Surr)
NBZ = Nitrobenzene-d5 (Surr)
PHL = Phenol-d5 (Surr)
TPHL = Terphenyl-d14 (Surr)
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
Matrix: Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
TBP
FBP 2FP
NBZ
PHL
TPHL
Lab Sample ID Client Sample ID
(30-130)
(25-130) (10-130)
(30-130)
(10-130)
(35-131)
752-4749-1 4501-Field Blank
87
71 39
72
26
101
LCS 680-769544/2-A Lab Control Sample
81
60 33
66
23
67
Eurofins Raleigh
Page 76 of 242 4/19/2023

Surrogate Summary
Client: WSP USA Inc Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Matrix: Water Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
TBP
FBP
2FP
NBZ
PHL
TPHL
Lab Sample ID
Client Sample ID
(30-130)
(25-130)
(10-130)
(30-130)
(10-130)
(35-131)
LCS 680-769804/2-A
Lab Control Sample
88
69
34
65
24
101
LCSD 680-769804/3-A
Lab Control Sample Dup
84
66
33
61
23
92
MB 680-769544/1-A
Method Blank
73
63
33
68
23
75
MB 680-769804/1-A
Method Blank
82
72
34
67
22
107
Surrogate Legend
TBP = 2,4,6-Tribromophenol (Surr)
FBP = 2-Fluorobiphenyl (Surr)
2FP = 2-Fluorophenol (Surr)
NBZ = Nitrobenzene-d5 (Surr)
PHL = Phenol-d5 (Surr)
TPHL = Terphenyl-d14 (Surr)
Method: RSK-175 - Dissolved Gases (GC)
Matrix: Ground Water Prep Tvne: Total/NA
Lab Sample ID
Client Sample ID
Percent Surrogate Recovery (Acceptance Limits)
ACL1
(50-150)
752-4652-1
4501-AM W 1 S
84
752-4652-2
4501-MW5(Background)
87
752-4652-3
4501-MW8
85
752-4652-3 MS
4501-MW8
96
752-4652-3 MSD
4501-MW8
99
752-4682-1
4501-M W6
83
752-4682-2
4501-MW7
84
752-4682-7
4501-Old MW2
87
752-4748-1
4501-AM W2S
85
Surrogate Legend
L ACL = Acetylene
Method: RSK-175 - Dissolved Gases (GC)
Matrix: Water
Lab Sample ID
LCS 200-189816/2
LCS 200-189906/2
LCSD 200-189906/22
MB 200-189816/3
MB 200-189906/3
Surrogate Legend
ACL = Acetylene
Client Sample ID
Lab Control Sample
Lab Control Sample
Lab Control Sample Dup
Method Blank
Method Blank
Pre
Percent Surrogate Recovery (Acceptance Limits)
ACL1
(50-150)
91
93
91
81
78
Total/NA
Page 77 of 242
Eurofins Raleigh
4/19/2023

Surrogate Summary
Client: WSP USA Inc Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8081 B - Organochlorine Pesticides (GC)
Matrix: Ground Water Prep Type: Total/NA
Lab Sample ID
752-4652-2
752-4652-3 MSD
752-4682-2
Surrogate Legend
Percent Surrogate Recovery (Acceptance Limits)
DCBP1 TCX1
Client Sample ID (30-130) (30-130)
4501-MW5 (Background) 96 75
4501-MW8 66 62
4501-MW7 91 p 121 p
DCBP = DCB Decachlorobiphenyl
TCX = Tetrachloro-m-xylene
Method: 8081 B - Organochlorine Pesticides (GC)
Matrix: Ground Water
0
F
Prep Type: Total/NA F
Percent Surrogate Recovery (Acceptance Limits)
DCBP1
TCX2
Lab Sample ID Client Sample ID (30-130)
(30-130)
752-4652-3 4501-MW8 75
70
752-4652-3 MS 4501-MW8 58
60
Surrogate Legend
DCBP = DCB Decachlorobiphenyl
TCX = Tetrachloro-m-xylene
Method: 8081 B - Organochlorine Pesticides (GC)
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
DCBP2
TCX2
Lab Sample ID Client Sample ID (30-130)
(30-130)
752-4682-1 4501-M W6 69
111
Surrogate Legend
DCBP = DCB Decachlorobiphenyl
TCX = Tetrachloro-m-xylene
Method: 8081 B - Organochlorine Pesticides (GC)
Matrix: Water
Prep Type: Total/NA
Lab Sample ID Client Sample ID
DCBP1
(30-130)
Percent Surrogate Recovery (Acceptance Limits)
TCX1
(30-130)
752-4749-1 4501-Field Blank
69
50
LCS 680-769227/2-A Lab Control Sample
99
75
LCS 680-770015/2-A Lab Control Sample
93
58
LCS 680-770015/4-A Lab Control Sample
102
64
LCSD 680-770015/5-A Lab Control Sample Dup
84
65
MB 680-769227/1-A Method Blank
83
64
Surrogate Legend
DCBP = DCB Decachlorobiphenyl
TCX = Tetrachloro-m-xylene
Eurofins Raleigh
Page 78 of 242 4/19/2023

Surrogate Summary
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8081 B - Organochlorine Pesticides (GC)
Matrix: Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
DCBP2
TCX2
Lab Sample ID Client Sample ID (30-130)
(30-130)
LCS 680-769585/2-A Lab Control Sample 104
68
MB 680-770015/1-A Method Blank 93
58
Surrogate Legend
DCBP = DCB Decachlorobiphenyl
TCX = Tetrachloro-m-xylene
Method: 8081 B - Organochlorine Pesticides (GC)
Matrix: Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
DCBP2
TCX1
Lab Sample ID Client Sample ID (30-130)
(30-130)
LCS 680-769585/5-A Lab Control Sample 110
69
LCSD 680-769585/6-A Lab Control Sample Dup 49
22 S1-
LCSD 680-770015/3-A Lab Control Sample Dup 90
61
MB 680-769585/1-A Method Blank 105
68
Surrogate Legend
C
DCBP = DCB Decachlorobiphenyl
TCX = Tetrachloro-m-xylene
Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
TCX2 DCBP2
Lab Sample ID Client Sample ID (30-130) (30-130)
752-4652-3 MSD 4501-MW8 61 42 p
752-4682-1 4501-M W6 111 69
Surrogate Legend
TCX = Tetrachloro-m-xylene
DCBP = DCB Decachlorobiphenyl
Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
TCX1
DCBP1
Lab Sample ID Client Sample ID
(30-130)
(30-130)
752-4652-2 4501-MW5 (Background)
75
96
752-4682-2 4501-MW7
121 p
91 p
Surrogate Legend
TCX = Tetrachloro-m-xylene
DCBP = DCB Decachlorobiphenyl
Eurofins Raleigh
Page 79 of 242 4/19/2023

Surrogate Summary
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
TCX2
DCBP1
Lab Sample ID Client Sample ID
(30-130)
(30-130)
752-4652-3 4501-MW8
70
75
752-4652-3 MS 4501-MW8
68
56
Surrogate Legend
TCX = Tetrachloro-m-xylene
DCBP = DCB Decachlorobiphenyl
Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography C
Matrix: Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
TCX1
DCBP1
Lab Sample ID Client Sample ID
(30-130)
(30-130)
752-4749-1 4501-Field Blank
50
69
LCS 680-769227/5-A Lab Control Sample
62
84
MB 680-769227/1-A Method Blank
64
83
Surrogate Legend
TCX = Tetrachloro-m-xylene
C
DCBP = DCB Decachlorobiphenyl
Method: 8151A - Herbicides (GC)
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
DCPAA2
Lab Sample ID Client Sample ID
(26-137)
752-4652-2 4501-MW5(Background)
110
752-4652-3 4501-MW8
91
752-4652-3 MS 4501-MW8
85
752-4652-3 MSD 4501-MW8
92
Surrogate Legend
DCPAA= DCAA
Method: 8151A - Herbicides (GC)
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
DCPAA1
Lab Sample ID Client Sample ID
(26-137)
752-4682-1 4501-MW6
65 p
752-4682-2 4501-MW7
55 p
752-4682-3 4501-M W 10
102 p
752-4682-4 4501-MW11
51 p
752-4682-4 MS 4501-MW11
58 p
752-4682-4 MSD 4501-MW11
3 p S1-
752-4682-5 4501-MW12
57 p
752-4682-6 4501-MW13
63 p
Surrogate Legend
DCPAA = DCAA
Eurofins Raleigh
Page 80 of 242 4/19/2023

Surrogate Summary
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8151A - Herbicides (GC)
Matrix: Water
Lab Sample ID
Client Sample ID
752-4749-1
4501-Field Blank
LCS 680-769824/2-A
Lab Control Sample
MB 680-769824/1-A
Method Blank
Surrogate Legend
L DCPAA = DCAA
F
Job ID: 752-4652-1
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
DCPAAI
(26-137)
81 p
89 p
67 p
Method: 8151A - Herbicides (GC)
Matrix: Water
DCPAA2
Lab Sample ID Client Sample ID (26-137)
LCS 680-769190/2-A Lab Control Sample 106
MB 680-769190/1-A Method Blank 99
Surrogate Legend
DCPAA = DCAA
Pre
Percent Surrogate Recovery (Acceptance Limits)
0
F
Total/NA F
Method: VFA-HPLC - Volatile Fatty Acids (HPLC/UV)
Matrix: Ground Water Prep Type: Total/NA
1 09_1
Lab Sample ID
Client Sample ID
752-4652-1
4501-AM W 1 S
752-4652-2
4501-MW5(Background)
752-4652-3
4501-MW8
752-4682-1
4501-M W6
752-4682-2
4501-MW7
752-4682-7
4501-Old MW2
752-4748-1
4501-AM W2S
Surrogate Legend
PVA = Trimethylacetic Acid
Percent Surrogate Recovery (Acceptance Limits)
Method: VFA-HPLC - Volatile Fatty Acids (HPLC/UV)
Matrix: Water Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
PVA
Lab Sample ID Client Sample ID (50-150)
LCS 670-28303/3 Lab Control Sample NaN
LCSD 670-28303/4 Lab Control Sample Dup NaN
Surrogate Legend
PVA = Trimethylacetic Acid
Page 81 of 242
Eurofins Raleigh
4/19/2023

Surrogate Summary
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: VFA-HPLC - Volatile Fatty Acids (HPLC/UV)
Matrix: Water
PVA
Lab Sample ID Client Sample ID
MB 670-28303/5 Method Blank
Surrogate Legend
L PVA = Trimethylacetic Acid
Job ID: 752-4652-1
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
Eurofins Raleigh
Page 82 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8260 SIM - 1,4-Dioxane by SIM
Lab Sample ID: MB 680-770326/6
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770326
MB MB
Analyte Result Qualifier
RL
MDL Unit D Prepared Analyzed Dil Fac
1,4-Dioxane <0.320
0.500
0.320 ug/L 03/29/2316:56 1
MB MB
Surrogate %Recovery Qualifier
Limits
Prepared Analyzed Dil Fac
4-Bromofluorobenzene (Surr) 116
70 - 130
03/29/23 16:56 1
Lab Sample ID: LCS 680-770326/3
Client Sample ID: Lab Control Sample •
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770326
Spike
LCS LCS %Rec
Analyte
Added
Result Qualifier Unit D %Rec Limits
1,4-Dioxane
10.0
9.328 ug/L 93 70 -130
LCS LCS
Surrogate %Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr) 87
70 - 130
Lab Sample ID: LCSD 680-77032614
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770326
Spike
LCSD LCSD %Rec RPD
Analyte
Added
Result Qualifier Unit D %Rec Limits RPD Limit
1,4-Dioxane
10.0
9.272 ug/L 93 70 -130 1 30
LCSD LCSD
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
98
70 - 130
Lab Sample ID: MB 680-770731/6
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770731
MB MB
Analyte
Result Qualifier
RL
MDL Unit
D Prepared Analyzed Dil Fac
1,4-Dioxane
<0.320
0.500
0.320 ug/L
03/31/2312:38 1
MB MB
Surrogate
%Recovery Qualifier
Limits
Prepared Analyzed Dil Fac
4-Bromofluorobenzene (Surr)
83
70 - 130
03/31/23 12:38 1
Lab Sample ID: LCS 680-770731/3
Client Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770731
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit D %Rec Limits
1,4-Dioxane
10.0
9.618
ug/L 96 70 -130
LCS LCS
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
88
70 - 130
Page 83 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8260 SIM - 1,4-Dioxane
by SIM (Continued)
Lab Sample ID: LCSD 680-770731/4
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770731
Spike
LCSD
LCSD %Rec RPD
Analyte
Added
Result
Qualifier Unit D %Rec Limits RPD Limit
1,4-Dioxane
10.0
9.507
ug/L 95 70 -130 1 30
LCSD
LCSD
Surrogate %Recovery
Qualifier
Limits
4-Bromofluorobenzene (Surr) 85
70 - 130
Lab Sample ID: 752-4652-3 MS
Client Sample ID: 4501-MW8 •
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 770731
Sample
Sample
Spike
MS
Ms %Rec
Analyte Result
Qualifier
Added
Result
Qualifier Unit D %Rec Limits
1,4-Dioxane 0.541
10.0
10.68
ug/L 101 70-130
MS
MS
Surrogate %Recovery
Qualifier
Limits
4-Bromofluorobenzene (Surr) 100
70 - 130
Lab Sample ID: 752-4652-3 MSD
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 770731
Sample
Sample
Spike
MSD
MSD %Rec RPD
Analyte Result
Qualifier
Added
Result
Qualifier Unit D %Rec Limits RPD Limit
1,4-Dioxane 0.541
10.0
11.85
ug/L 113 70-130 10 30
MSD
MSD
Surrogate %Recovery
Qualifier
Limits
4-Bromofluorobenzene (Surr) 116
70 -130
Lab Sample ID: 752-4682-4 MS
Client Sample ID: 4501-MW11
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 770731
Sample
Sample
Spike
MS
MS %Rec
Analyte Result
Qualifier
Added
Result
Qualifier Unit D %Rec Limits
1,4-Dioxane 1.98
10.0
12.30
ug/L 103 70 -130
MS
MS
Surrogate %Recovery
Qualifier
Limits
4-Bromofluorobenzene (Surr) 107
70 - 130
Lab Sample ID: 752-4682-4 MSD
Client Sample ID: 4501-MW11
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 770731
Sample
Sample
Spike
MSD
MSD %Rec RPD
Analyte Result
Qualifier
Added
Result
Qualifier Unit D %Rec Limits RPD Limit
1,4-Dioxane 1.98
10.0
12.09
ug/L 101 70 -130 2 30
MSD
MSD
Surrogate %Recovery
Qualifier
Limits
4-Bromofluorobenzene (Surr) 93
70 - 130
Eurofins Raleigh
Page 84 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic
Compounds by GUMS
Lab Sample ID: MB 752-2053/8
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2053
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,1,2-Tetrachloroethane
<0.170
1.00
0.170
ug/L
03/31/23 20:42
1
1,1,1-Trichloroethane
<0.120
1.00
0.120
ug/L
03/31/23 20:42
1
1,1,2,2-Tetrachloroethane
<0.280
1.00
0.280
ug/L
03/31/23 20:42
1
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
03/31/23 20:42
1
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
03/31/23 20:42
1
1,1-Dichloroethene
<0.210
1.00
0.210
ug/L
03/31/23 20:42
1
1,1-Dichloropropene
<0.150
1.00
0.150
ug/L
03/31/23 20:42
1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
03/31/23 20:42
1
1,2,4-Trichlorobenzene
<0.140
1.00
0.140
ug/L
03/31/23 20:42
1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
03/31/23 20:42
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
03/31/23 20:42
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
03/31/23 20:42
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
03/31/23 20:42
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
03/31/23 20:42
1
1,3-Dichlorobenzene
<0.150
1.00
0.150
ug/L
03/31/23 20:42
1
1,3-Dichloropropane
<0.160
1.00
0.160
ug/L
03/31/23 20:42
1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
03/31/23 20:42
1
2,2-Dichloropropane
<0.280
1.00
0.280
ug/L
03/31/23 20:42
1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
03/31/23 20:42
1
2-Hexanone
<0.880
5.00
0.880
ug/L
03/31/23 20:42
1
3-Chloropropene
<0.110
1.00
0.110
ug/L
03/31/23 20:42
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
03/31/23 20:42
1
Acetone
<10.0
20.0
10.0
ug/L
03/31/23 20:42
1
Acetonitrile
<5.00
10.0
5.00
ug/L
03/31/23 20:42
1
Acrolein
<4.00
10.0
4.00
ug/L
03/31/23 20:42
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
03/31/23 20:42
1
Benzene
<0.150
1.00
0.150
ug/L
03/31/23 20:42
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
03/31/23 20:42
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
03/31/23 20:42
1
Bromoform
<0.220
1.00
0.220
ug/L
03/31/23 20:42
1
Bromomethane
<0.140
1.00
0.140
ug/L
03/31/23 20:42
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
03/31/23 20:42
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
03/31/23 20:42
1
Chlorobenzene
<0.170
1.00
0.170
ug/L
03/31/23 20:42
1
Chloroethane
<0.230
1.00
0.230
ug/L
03/31/23 20:42
1
Chloroform
<0.180
1.00
0.180
ug/L
03/31/23 20:42
1
Chloromethane
<0.130
1.00
0.130
ug/L
03/31/23 20:42
1
Chloroprene
<0.640
1.00
0.640
ug/L
03/31/23 20:42
1
cis-1,2-Dichloroethene
<0.150
1.00
0.150
ug/L
03/31/23 20:42
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
03/31/23 20:42
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
03/31/23 20:42
1
Dibromomethane
<0.270
1.00
0.270
ug/L
03/31/23 20:42
1
Dichlorodifluoromethane
<0.200
1.00
0.200
ug/L
03/31/23 20:42
1
Ethyl methacrylate
<0.380
1.00
0.380
ug/L
03/31/23 20:42
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
03/31/23 20:42
1
Hexachlorobutadiene
<0.220
1.00
0.220
ug/L
03/31/23 20:42
1
lodomethane
<1.70
5.00
1.70
ug/L
03/31/23 20:42
1
Isobutyl alcohol
<11.0
50.0
11.0
ug/L
03/31/23 20:42
1
0
Eurofins Raleigh
Page 85 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: MB 752-205318
Client Sample
ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2053
MB
MB
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Methacrylonitrile
<4.90
10.0
4.90
ug/L
03/31/23 20:42
1
Methyl methacrylate
<0.510
1.00
0.510
ug/L
03/31/23 20:42
1
Methylene Chloride
<0.230
1.00
0.230
ug/L
03/31/23 20:42
1
Naphthalene
<0.110
1.00
0.110
ug/L
03/31/23 20:42
1
Propionitrile
<5.00
10.0
5.00
ug/L
03/31/23 20:42
1
Styrene
<0.110
1.00
0.110
ug/L
03/31/23 20:42
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
03/31/23 20:42
1
Toluene
<0.140
1.00
0.140
ug/L
03/31/23 20:42
1
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
03/31/23 20:42
1
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
03/31/23 20:42
1
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
03/31/23 20:42
1
Trichloroethene
<0.150
1.00
0.150
ug/L
03/31/23 20:42
1
Trichlorofluoromethane
<0.240
1.00
0.240
ug/L
03/31/23 20:42
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
03/31/23 20:42
1
Vinyl chloride
<0.320
1.00
0.320
ug/L
03/31/23 20:42
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
03/31/23 20:42
1
MB
MB
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
108
53 - 136
03/31/23 20:42
1
Dibromofluoromethane (Surr)
103
67- 129
03/31/23 20:42
1
Toluene-d8 (Surr)
99
59 - 134
03/31/23 20:42
1
Lab Sample ID: LCS 752-2053/5
Client
Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2053
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
1,1,1,2-Tetrachloroethane
20.0
18.51
ug/L
93
71-120
1,1,1-Trichloroethane
20.0
18.45
ug/L
92
72-143
1,1,2,2-Tetrachloroethane
20.0
18.38
ug/L
92
59-133
1,1,2-Trichloroethane
20.0
18.00
ug/L
90
67-120
1,1-Dichloroethane
20.0
17.36
ug/L
87
79-141
1,1-Dichloroethene
20.0
18.30
ug/L
92
75-133
1,1-Dichloropropene
20.0
18.62
ug/L
93
70-129
1,2,3-Trichloropropane
20.0
17.09
ug/L
85
69-127
1,2,4-Trichlorobenzene
20.0
16.87
ug/L
84
59 -122
1,2-Dibromo-3-Chloropropane
20.0
17.08
ug/L
85
37-157
1,2-Dibromoethane
20.0
18.80
ug/L
94
66-123
1,2-Dichlorobenzene
20.0
18.89
ug/L
94
76 -120
1,2-Dichloroethane
20.0
19.08
ug/L
95
72 -151
1,2-Dichloropropane
20.0
18.29
ug/L
91
78 -125
1,3-Dichlorobenzene
20.0
19.35
ug/L
97
76 -120
1,3-Dichloropropane
20.0
17.45
ug/L
87
60 -129
1,4-Dichlorobenzene
20.0
18.42
ug/L
92
76 -122
2,2-Dichloropropane
20.0
18.38
ug/L
92
21 -167
2-Butanone (MEK)
40.0
34.97
ug/L
87
36 -135
2-Hexanone
40.0
39.16
ug/L
98
36 -191
3-Chloropropene
20.0
19.07
ug/L
95
17 -147
Eurofins Raleigh
Page 86 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Lab Sample ID: LCS 752-2053/5
Matrix: Water
Analysis Batch: 2053
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Analyte
Spike
Added
LCS
Result
LCS
Qualifier
Unit
D %Rec
%Rec
Limits
4-Methyl-2-pentanone (MIBK)
40.0
40.50
ug/L
101
56-166
Acetone
40.0
33.35
ug/L
83
10-158
Acetonitrile
20.0
23.11
ug/L
116
10 - 200
Acrolein
40.0
8.572
J
ug/L
21
10 - 200
Acrylonitrile
60.0
51.00
ug/L
85
10 - 200
Benzene
20.0
18.24
ug/L
91
80 -134
Bromochloromethane
20.0
17.04
ug/L
85
74 -128
Bromodichloromethane
20.0
18.95
ug/L
95
72 -129
Bromoform
20.0
18.03
ug/L
90
73 -120
Bromomethane
20.0
22.24
ug/L
ill
38 -189
Carbon disulfide
20.0
19.67
ug/L
98
65 -173
Carbon tetrachloride
20.0
21.09
ug/L
105
68 -142
Chlorobenzene
20.0
18.75
ug/L
94
80 -120
Chloroethane
20.0
30.41
ug/L
152
45 - 213
Chloroform
20.0
16.48
ug/L
82
78 -138
Chloromethane
20.0
20.22
ug/L
101
56 -171
Chloroprene
20.0
19.48
ug/L
97
33 -148
cis-1,2-Dichloroethene
20.0
16.40
ug/L
82
69 -120
cis-1,3-Dichloropropene
20.0
19.18
ug/L
96
63 -125
Dibromochloromethane
20.0
18.40
ug/L
92
73 -120
Dibromomethane
20.0
18.58
ug/L
93
76 -124
Dichlorodifluoromethane
20.0
51.86
.+
ug/L
259
25 -161
Ethyl methacrylate
20.0
20.02
ug/L
100
51 -120
Ethylbenzene
20.0
18.66
ug/L
93
68 -124
Hexachlorobutadiene
20.0
22.21
ug/L
ill
63-120
Iodomethane
20.0
20.68
ug/L
103
34 -140
Isobutyl alcohol
20.0
20.62
J
ug/L
103
10 - 200
Methacrylonitrile
20.0
17.71
ug/L
89
10 - 200
Methyl methacrylate
20.0
18.50
ug/L
92
48 -126
Methylene Chloride
20.0
16.65
ug/L
83
68 -128
Naphthalene
20.0
17.92
ug/L
90
50 -127
Styrene
20.0
16.53
ug/L
83
73 -120
Tetrachloroethene
20.0
21.22
ug/L
106
40 -181
Toluene
20.0
18.40
ug/L
92
71 -120
trans- 1,2-Dichloroethene
20.0
16.74
ug/L
84
75-139
trans- 1,3-Dichloropropene
20.0
21.93
ug/L
110
65-152
trans- 1,4-Dichloro-2-butene
20.0
19.16
ug/L
96
10-142
Trichloroethene
20.0
18.80
ug/L
94
74 -120
Trichlorofluoromethane
20.0
40.11
.+
ug/L
201
68 -183
Vinyl acetate
20.0
22.14
ug/L
ill
10 -198
Vinyl chloride
20.0
30.15
.+
ug/L
151
49 -150
Xylenes, Total
60.0
56.27
ug/L
94
77 -121
LCS LCS
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
113
53 -136
Dibromofluoromethane (Surr)
105
67-129
Toluene-d8 (Surr)
103
59 -134
0
Eurofins Raleigh
Page 87 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: LCSD 752-2053/6
Client Sample
ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2053
Spike
LCSD
LCSD
%Rec
RPD
Analyte
Added
Result
Qualifier Unit
D %Rec
Limits
RPD
Limit
1,1,1,2-Tetrachloroethane
20.0
19.32
ug/L
97
71-120
4
16
1,1,1-Trichloroethane
20.0
18.27
ug/L
91
72-143
1
18
1,1,2,2-Tetrachloroethane
20.0
18.13
ug/L
91
59-133
1
16
1,1,2-Trichloroethane
20.0
19.04
ug/L
95
67-120
6
18
1,1-Dichloroethane
20.0
17.13
ug/L
86
79-141
1
19
1,1-Dichloroethene
20.0
18.69
ug/L
93
75-133
2
20
1,1-Dichloropropene
20.0
18.90
ug/L
95
70-129
2
17
1,2,3-Trichloropropane
20.0
18.00
ug/L
90
69-127
5
17
1,2,4-Trichlorobenzene
20.0
17.58
ug/L
88
59 -122
4
17
1,2-Dibromo-3-Chloropropane
20.0
17.94
ug/L
90
37-157
5
18
1,2-Dibromoethane
20.0
18.61
ug/L
93
66-123
1
15
1,2-Dichlorobenzene
20.0
19.21
ug/L
96
76 -120
2
16
1,2-Dichloroethane
20.0
19.39
ug/L
97
72 -151
2
16
1,2-Dichloropropane
20.0
18.26
ug/L
91
78 -125
0
19
1,3-Dichlorobenzene
20.0
19.50
ug/L
98
76 -120
1
17
1,3-Dichloropropane
20.0
17.95
ug/L
90
60 -129
3
16
1,4-Dichlorobenzene
20.0
18.59
ug/L
93
76 -122
1
16
2,2-Dichloropropane
20.0
17.48
ug/L
87
21 -167
5
20
2-Butanone (MEK)
40.0
40.25
ug/L
101
36 -135
14
19
2-Hexanone
40.0
39.72
ug/L
99
36 -191
1
17
3-Chloropropene
20.0
18.34
ug/L
92
17 -147
4
19
4-Methyl-2-pentanone (MIBK)
40.0
41.92
ug/L
105
56-166
3
19
Acetone
40.0
32.91
ug/L
82
10-158
1
78
Acetonitrile
20.0
19.43
ug/L
97
10 - 200
17
35
Acrolein
40.0
9.257
J ug/L
23
10 - 200
8
50
Acrylonitrile
60.0
52.81
ug/L
88
10 - 200
3
36
Benzene
20.0
18.30
ug/L
92
80 -134
0
17
Bromochloromethane
20.0
17.49
ug/L
87
74 -128
3
18
Bromodichloromethane
20.0
19.21
ug/L
96
72 -129
1
16
Bromoform
20.0
18.70
ug/L
94
73 -120
4
44
Bromomethane
20.0
21.18
ug/L
106
38 -189
5
27
Carbon disulfide
20.0
19.50
ug/L
97
65 -173
1
38
Carbon tetrachloride
20.0
20.87
ug/L
104
68 -142
1
17
Chlorobenzene
20.0
18.84
ug/L
94
80 -120
0
16
Chloroethane
20.0
32.24
ug/L
161
45 - 213
6
26
Chloroform
20.0
16.67
ug/L
83
78 -138
1
17
Chloromethane
20.0
20.76
ug/L
104
56 -171
3
28
Chloroprene
20.0
19.29
ug/L
96
33 -148
1
19
cis-1,2-Dichloroethene
20.0
16.68
ug/L
83
69 -120
2
18
cis-1,3-Dichloropropene
20.0
19.70
ug/L
98
63 -125
3
17
Dibromochloromethane
20.0
18.81
ug/L
94
73 -120
2
16
Dibromomethane
20.0
18.65
ug/L
93
76 -124
0
15
Dichlorodifluoromethane
20.0
52.76
.+ ug/L
264
25 -161
2
48
Ethyl methacrylate
20.0
20.19
ug/L
101
51 -120
1
24
Ethylbenzene
20.0
18.36
ug/L
92
68 -124
2
16
Hexachlorobutadiene
20.0
21.29
ug/L
106
63 -120
4
19
lodomethane
20.0
20.88
ug/L
104
34 -140
1
15
Isobutyl alcohol
20.0
18.82
J ug/L
94
10 - 200
9
20
0
Eurofins Raleigh
Page 88 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID:
752-4652-1
Method: 8260D - Volatile Organic Compounds
by GUMS (Continued)
Lab Sample ID: LCSD 752-2053/6
Client Sample
ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2053
Spike
LCSD LCSD
%Rec
RPD
Analyte
Added
Result Qualifier Unit
D %Rec
Limits
RPD
Limit
Methacrylonitrile
20.0
18.29
ug/L
91
10 - 200
3
50
Methyl methacrylate
20.0
18.95
ug/L
95
48 -126
2
50
Methylene Chloride
20.0
17.14
ug/L
86
68 -128
3
17
Naphthalene
20.0
18.56
ug/L
93
50 -127
4
19
Styrene
20.0
16.32
ug/L
82
73 -120
1
23
Tetrachloroethene
20.0
21.16
ug/L
106
40 -181
0
26
Toluene
20.0
18.54
ug/L
93
71 -120
1
17
trans- 1,2-Dichloroethene
20.0
16.58
ug/L
83
75-139
1
19
trans- 1,3-Dichloropropene
20.0
21.90
ug/L
109
65-152
0
16
trans- 1,4-Dichloro-2-butene
20.0
19.88
ug/L
99
10-142
4
28
Trichloroethene
20.0
18.46
ug/L
92
74 -120
2
22
Trichlorofluoromethane
20.0
39.74 *+
ug/L
199
68 -183
1
22
Vinyl acetate
20.0
22.21
ug/L
ill
10 -198
0
21
Vinyl chloride
20.0
30.59 *+
ug/L
153
49 -150
1
27
Xylenes, Total
60.0
56.45
ug/L
94
77 -121
0
16
LCSD LCSD
C
Surrogate %Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr) 111
53 - 136
Dibromofluoromethane (Surr) 104
67- 129
Toluene-d8 (Surr) 103
59 - 134
Lab Sample ID: MRL 752-2053/4
Matrix: Water
Analysis Batch: 2053
Analyte
Spike
Added
MRL
Result
MRL
Qualifier
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
%Rec
Unit D %Rec Limits
1,1,1,2-Tetrachloroethane
1.00
0.9736
J
ug/L
97
1,1,1-Trichloroethane
1.00
0.9338
J
ug/L
93
1,1,2,2-Tetrachloroethane
1.00
1.024
ug/L
102
1,1,2-Trichloroethane
1.00
0.9436
J
ug/L
94
1,1-Dichloroethane
1.00
0.8644
J
ug/L
86
1,1-Dichloroethene
1.00
1.476
ug/L
148
1,1-Dichloropropene
1.00
1.042
ug/L
104
1,2,3-Trichloropropane
1.00
0.8766
J
ug/L
88
1,2,4-Trichlorobenzene
1.00
1.772
ug/L
177
1,2-Dibromo-3-Chloropropane
1.00
0.9318
J
ug/L
93
1,2-Dibromoethane
1.00
1.012
ug/L
101
1,2-Dichlorobenzene
1.00
1.107
ug/L
ill
1,2-Dichloroethane
1.00
1.144
ug/L
114
1,2-Dichloropropane
1.00
1.062
ug/L
106
1,3-Dichlorobenzene
1.00
1.239
ug/L
124
1,3-Dichloropropane
1.00
1.076
ug/L
108
1,4-Dichlorobenzene
1.00
1.189
ug/L
119
2,2-Dichloropropane
1.00
0.9489
J
ug/L
95
2-Butanone (MEK)
2.00
<10.0
ug/L
154
2-Hexanone
2.00
2.603
J
ug/L
130
3-Chloropropene
1.00
1.035
ug/L
104
4-Methyl-2-pentanone (MIBK)
2.00
1.902
J
ug/L
95
Eurofins Raleigh
Page 89 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Lab Sample ID: MRL 752-2053/4
Matrix: Water
Analysis Batch: 2053
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Analyte
Spike
Added
MRL
Result
MRL
Qualifier
Unit
%Rec
D %Rec Limits
Acetone
2.00
<10.0
ug/L
0
Acetonitrile
10.0
14.80
ug/L
148
Acrolein
5.00
<4.00
ug/L
73
Acrylonitrile
5.00
4.670
J
ug/L
93
Benzene
1.00
1.029
ug/L
103
Bromochloromethane
1.00
1.139
ug/L
114
Bromodichloromethane
1.00
0.9187
J
ug/L
92
Bromoform
1.00
1.432
ug/L
143
Bromomethane
1.00
1.355
ug/L
135
Carbon disulfide
2.00
2.640
J
ug/L
132
Carbon tetrachloride
1.00
1.002
ug/L
100
Chlorobenzene
1.00
1.095
ug/L
110
Chloroethane
1.00
0.9450
J
ug/L
94
Chloroform
1.00
0.9020
J
ug/L
90
Chloromethane
1.00
1.357
ug/L
136
Chloroprene
1.00
0.8587
J
ug/L
86
cis-1,2-Dichloroethene
1.00
0.9540
J
ug/L
95
cis-1,3-Dichloropropene
1.00
0.9287
J
ug/L
93
Dibromochloromethane
1.00
0.9653
J
ug/L
97
Dibromomethane
1.00
1.098
ug/L
110
Dichlorodifluoromethane
1.00
1.686
ug/L
169
Ethyl methacrylate
1.00
0.8711
J
ug/L
87
Ethylbenzene
1.00
1.000
ug/L
100
Hexachlorobutadiene
1.00
1.576
ug/L
158
lodomethane
2.00
3.900
J
ug/L
195
Isobutyl alcohol
20.0
17.60
J
ug/L
88
Methacrylonitrile
10.0
9.802
J
ug/L
98
Methyl methacrylate
1.00
0.7513
J
ug/L
75
Methylene Chloride
1.00
1.166
ug/L
117
Naphthalene
1.00
1.854
ug/L
185
Styrene
1.00
1.282
ug/L
128
Tetrachloroethene
1.00
1.192
ug/L
119
Toluene
1.00
1.098
ug/L
110
trans- 1,2-Dichloroethene
1.00
1.305
ug/L
131
trans- 1,3-Dichloropropene
1.00
1.112
ug/L
ill
trans- 1,4-Dichloro-2-butene
1.00
1.078
ug/L
108
Trichloroethene
1.00
0.9658
J
ug/L
97
Trichlorofluoromethane
1.00
1.445
ug/L
145
Vinyl acetate
2.00
1.691
J
ug/L
85
Vinyl chloride
1.00
1.209
ug/L
121
Xylenes, Total
3.00
2.979
J
ug/L
99
MRL MRL
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
111
53 - 136
Dibromofluoromethane (Surr)
102
67 - 129
Toluene-d8 (Surr)
102
59 - 134
0
Eurofins Raleigh
Page 90 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic
Compounds
by GUMS (Continued)
Lab Sample ID: 752-4652-3 MS
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 2053
Sample Sample
Spike
MS MS
%Rec
Analyte
Result Qualifier
Added
Result Qualifier
Unit
D %Rec
Limits
1,1,1,2-Tetrachloroethane
<0.170
20.0
19.65
ug/L
98
71-120
1,1,1-Trichloroethane
<0.120
20.0
20.06
ug/L
100
72-143
1,1,2,2-Tetrachloroethane
<0.280
20.0
18.87
ug/L
94
59-133
1,1,2-Trichloroethane
<0.140
20.0
19.28
ug/L
96
67-120
1,1-Dichloroethane
<0.130
20.0
18.53
ug/L
93
79-141
1,1-Dichloroethene
<0.210
20.0
20.90
ug/L
105
75-133
1,1-Dichloropropene
<0.150
20.0
19.45
ug/L
97
70-129
1,2,3-Trichloropropane
<0.490
20.0
18.57
ug/L
93
1 -210
1,2,4-Trichlorobenzene
<0.140
20.0
17.71
ug/L
89
59 -122
1,2-Dibromo-3-Chloropropane
<0.480
20.0
19.50
ug/L
97
37-157
1,2-Dibromoethane
<0.660
20.0
18.94
ug/L
95
66-123
1,2-Dichlorobenzene
<0.190
20.0
19.02
ug/L
95
76 -120
1,2-Dichloroethane
<0.210
20.0
20.60
ug/L
103
72 -151
1,2-Dichloropropane
<0.100
20.0
18.98
ug/L
95
78 -125
1,3-Dichlorobenzene
<0.150
20.0
19.56
ug/L
98
76 -120
1,3-Dichloropropane
<0.160
20.0
17.81
ug/L
89
60 -129
1,4-Dichlorobenzene
<0.190
20.0
18.41
ug/L
92
76 -122
2,2-Dichloropropane
<0.280
20.0
16.22
ug/L
81
21 -167
2-Butanone (MEK)
<10.0
40.0
37.37
ug/L
93
36 -135
2-Hexanone
<0.880
40.0
43.84
ug/L
110
36 -191
3-Chloropropene
<0.110
20.0
19.82
ug/L
99
17 -147
4-Methyl-2-pentanone (MIBK)
<1.10
40.0
47.23
ug/L
118
56-166
Acetone
<10.0
40.0
41.95
ug/L
105
10 -158
Acetonitrile
<5.00
20.0
23.35
ug/L
117
10 - 200
Acrolein
<4.00
40.0
9.460 J
ug/L
24
10 - 200
Acrylonitrile
<3.50
60.0
57.73
ug/L
96
10 - 200
Benzene
<0.150
20.0
18.98
ug/L
95
80 -134
Bromochloromethane
<0.480
20.0
18.75
ug/L
94
74 -128
Bromodichloromethane
<0.170
20.0
20.07
ug/L
100
72 -129
Bromoform
<0.220
20.0
18.56
ug/L
93
73 -120
Bromomethane
<0.140
20.0
25.58
ug/L
128
38 -189
Carbon disulfide
<1.50
20.0
21.34
ug/L
107
65 -173
Carbon tetrachloride
<0.170
20.0
21.96
ug/L
110
68 -142
Chlorobenzene
<0.170
20.0
19.05
ug/L
95
80 -120
Chloroethane
<0.230
20.0
35.36
ug/L
177
45 - 213
Chloroform
<0.180
20.0
18.35
ug/L
92
78 -138
Chloromethane
<0.130
20.0
22.66
ug/L
113
56 -171
Chloroprene
<0.640
20.0
21.74
ug/L
109
33 -148
cis-1,2-Dichloroethene
<0.150
20.0
18.10
ug/L
90
69 -120
cis-1,3-Dichloropropene
<0.200
20.0
18.74
ug/L
94
63 -125
Dibromochloromethane
<0.170
20.0
19.03
ug/L
95
73 -120
Dibromomethane
<0.270
20.0
19.38
ug/L
97
76 -124
Dichlorodifluoromethane
<0.200 "+ F1
20.0
50.30 F1
ug/L
251
25 -161
Ethyl methacrylate
<0.380
20.0
21.25
ug/L
106
51 -120
Ethylbenzene
<0.130
20.0
18.10
ug/L
90
68 -124
Hexachlorobutadiene
<0.220
20.0
21.45
ug/L
107
63 -120
lodomethane
<1.70
20.0
20.24
ug/L
101
34 -140
Isobutyl alcohol
<11.0
20.0
15.35 J
ug/L
77
10 - 200
0
Eurofins Raleigh
Page 91 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic
Compounds
by GUMS (Continued)
Lab Sample ID: 752-4652-3 MS
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 2053
Sample Sample
Spike
MS
MS
%Rec
Analyte
Result Qualifier
Added
Result
Qualifier
Unit
D %Rec
Limits
Methacrylonitrile
<4.90
20.0
19.36
ug/L
97
10 - 200
Methyl methacrylate
<0.510
20.0
20.19
ug/L
101
48 -126
Methylene Chloride
<0.230
20.0
17.75
ug/L
89
68 -128
Naphthalene
<0.110
20.0
19.97
ug/L
100
50 -127
Styrene
<0.110
20.0
16.35
ug/L
82
73 -120
Tetrachloroethene
<0.170
20.0
20.59
ug/L
103
40 -181
Toluene
<0.140
20.0
18.35
ug/L
92
71 -120
trans- 1,2-Dichloroethene
<0.210
20.0
17.76
ug/L
89
75-139
trans- 1,3-Dichloropropene
<0.150
20.0
21.41
ug/L
107
65-152
trans- 1,4-Dichloro-2-butene
<0.700
20.0
20.21
ug/L
101
10-142
Trichloroethene
<0.150
20.0
19.11
ug/L
96
74 -120
Trichlorofluoromethane
<0.240 .+ F1
20.0
43.62
F1
ug/L
218
68 -183
Vinyl acetate
<0.950
20.0
23.62
ug/L
118
10 -198
Vinyl chloride
<0.320 '+ F1
20.0
33.12
F1
ug/L
166
49 -150
Xylenes, Total
<0.450
60.0
56.29
ug/L
94
77 -121
MS MS
Surrogate %Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
115
53 - 136
Dibromofluoromethane (Surr)
106
67- 129
Toluene-d8 (Surr)
103
59 - 134
Lab Sample ID: 752-4652-3 MSD
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 2053
Sample Sample
Spike
MSD
MSD
%Rec
RPD
Analyte
Result Qualifier
Added
Result
Qualifier
Unit
D %Rec
Limits
RPD
Limit
1,1,1,2-Tetrachloroethane
<0.170
20.0
20.51
ug/L
103
71-120
4
16
1,1,1-Trichloroethane
<0.120
20.0
20.67
ug/L
103
72-143
3
18
1,1,2,2-Tetrachloroethane
<0.280
20.0
19.72
ug/L
99
59-133
4
16
1,1,2-Trichloroethane
<0.140
20.0
19.89
ug/L
99
67-120
3
18
1,1-Dichloroethane
<0.130
20.0
19.33
ug/L
97
79-141
4
19
1,1-Dichloroethene
<0.210
20.0
21.87
ug/L
109
75-133
5
20
1,1-Dichloropropene
<0.150
20.0
21.11
ug/L
106
70-129
8
17
1,2,3-Trichloropropane
<0.490
20.0
18.59
ug/L
93
1 -210
0
17
1,2,4-Trichlorobenzene
<0.140
20.0
18.45
ug/L
92
59 -122
4
17
1,2-Dibromo-3-Chloropropane
<0.480
20.0
20.21
ug/L
101
37-157
4
18
1,2-Dibromoethane
<0.660
20.0
19.96
ug/L
100
66-123
5
15
1,2-Dichlorobenzene
<0.190
20.0
20.18
ug/L
101
76 -120
6
16
1,2-Dichloroethane
<0.210
20.0
21.63
ug/L
108
72 -151
5
16
1,2-Dichloropropane
<0.100
20.0
20.12
ug/L
101
78 -125
6
19
1,3-Dichlorobenzene
<0.150
20.0
20.62
ug/L
103
76 -120
5
17
1,3-Dichloropropane
<0.160
20.0
18.88
ug/L
94
60 -129
6
16
1,4-Dichlorobenzene
<0.190
20.0
19.34
ug/L
97
76 -122
5
16
2,2-Dichloropropane
<0.280
20.0
17.14
ug/L
86
21 -167
6
20
2-Butanone (MEK)
<10.0
40.0
38.74
ug/L
97
36 -135
4
19
2-Hexanone
<0.880
40.0
44.02
ug/L
110
36 -191
0
17
3-Chloropropene
<0.110
20.0
20.43
ug/L
102
17 -147
3
19
4-Methyl-2-pentanone (MIBK)
<1.10
40.0
46.20
ug/L
116
56-166
2
19
0
Eurofins Raleigh
Page 92 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID:
752-4652-1
Method: 8260D - Volatile Organic Compounds
by GUMS (Continued)
Lab Sample ID: 752-4652-3
MSD
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 2053
Sample Sample
Spike
MSD
MSD
%Rec
RPD
Analyte
Result Qualifier
Added
Result
Qualifier
Unit
D %Rec
Limits
RPD
Limit
Acetone
<10.0
40.0
43.42
ug/L
109
10 -158
3
78
Acetonitrile
<5.00
20.0
27.97
ug/L
140
10 - 200
18
35
Acrolein
<4.00
40.0
9.138
J
ug/L
23
10 - 200
3
50
Acrylonitrile
<3.50
60.0
56.03
ug/L
93
10 - 200
3
36
Benzene
<0.150
20.0
20.31
ug/L
102
80 -134
7
17
Bromochloromethane
<0.480
20.0
18.36
ug/L
92
74 -128
2
18
Bromodichloromethane
<0.170
20.0
19.88
ug/L
99
72 -129
1
16
Bromoform
<0.220
20.0
19.40
ug/L
97
73 -120
4
44
Bromomethane
<0.140
20.0
24.40
ug/L
122
38 -189
5
27
Carbon disulfide
<1.50
20.0
22.25
ug/L
111
65 -173
4
38
Carbon tetrachloride
<0.170
20.0
23.52
ug/L
118
68 -142
7
17
Chlorobenzene
<0.170
20.0
20.01
ug/L
100
80 -120
5
16
Chloroethane
<0.230
20.0
34.41
ug/L
172
45 - 213
3
26
Chloroform
<0.180
20.0
18.34
ug/L
92
78 -138
0
17
Chloromethane
<0.130
20.0
22.52
ug/L
113
56 -171
1
28
Chloroprene
<0.640
20.0
22.60
ug/L
113
33 -148
4
19
cis-1,2-Dichloroethene
<0.150
20.0
18.43
ug/L
92
69 -120
2
18
cis-1,3-Dichloropropene
<0.200
20.0
19.10
ug/L
96
63 -125
2
17
Dibromochloromethane
<0.170
20.0
19.93
ug/L
100
73 -120
5
16
Dibromomethane
<0.270
20.0
20.53
ug/L
103
76 -124
6
15
Dichlorodifluoromethane
<0.200 "+ F1
20.0
53.49
F1
ug/L
267
25 -161
6
48
Ethyl methacrylate
<0.380
20.0
21.30
ug/L
107
51 -120
0
24
Ethylbenzene
<0.130
20.0
19.50
ug/L
97
68 -124
7
16
Hexachlorobutadiene
<0.220
20.0
23.37
ug/L
117
63 -120
9
19
lodomethane
<1.70
20.0
21.47
ug/L
107
34 -140
6
15
Isobutyl alcohol
<11.0
20.0
18.50
J
ug/L
93
10 - 200
19
20
Methacrylonitrile
<4.90
20.0
21.02
ug/L
105
10 - 200
8
50
Methyl methacrylate
<0.510
20.0
20.29
ug/L
101
48 -126
0
50
Methylene Chloride
<0.230
20.0
18.41
ug/L
92
68 -128
4
17
Naphthalene
<0.110
20.0
21.36
ug/L
107
50 -127
7
19
Styrene
<0.110
20.0
16.86
ug/L
84
73 -120
3
23
Tetrachloroethene
<0.170
20.0
22.45
ug/L
112
40 -181
9
26
Toluene
<0.140
20.0
19.56
ug/L
98
71 -120
6
17
trans- 1,2-Dichloroethene
<0.210
20.0
18.69
ug/L
93
75-139
5
19
trans- 1,3-Dichloropropene
<0.150
20.0
22.58
ug/L
113
65-152
5
16
trans- 1,4-Dichloro-2-butene
<0.700
20.0
20.98
ug/L
105
10-142
4
28
Trichloroethene
<0.150
20.0
20.62
ug/L
103
74 -120
8
22
Trichlorofluoromethane
<0.240 .+ F1
20.0
43.51
F1
ug/L
218
68 -183
0
22
Vinyl acetate
<0.950
20.0
23.29
ug/L
116
10 -198
1
21
Vinyl chloride
<0.320 .+ F1
20.0
34.45
F1
ug/L
172
49 -150
4
27
Xylenes, Total
<0.450
60.0
59.52
ug/L
99
77 -121
6
16
MSD MSD
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
114
53 - 136
Dibromofluoromethane (Surr)
108
67 - 129
Toluene-d8 (Surr)
103
59 - 134
Eurofins Raleigh
Page 93 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic
Compounds by GUMS (Continued)
Lab Sample ID: MB 752-2066/8
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2066
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,1,2-Tetrachloroethane
<0.170
1.00
0.170
ug/L
04/03/23 17:36
1
1,1,1-Trichloroethane
<0.120
1.00
0.120
ug/L
04/03/23 17:36
1
1,1,2,2-Tetrachloroethane
<0.280
1.00
0.280
ug/L
04/03/23 17:36
1
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
04/03/23 17:36
1
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
04/03/23 17:36
1
1,1-Dichloroethene
<0.210
1.00
0.210
ug/L
04/03/23 17:36
1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
04/03/23 17:36
1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/03/23 17:36
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/03/23 17:36
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/03/23 17:36
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/03/23 17:36
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/03/23 17:36
1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/03/23 17:36
1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/03/23 17:36
1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/03/23 17:36
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/03/23 17:36
1
Acetone
<10.0
20.0
10.0
ug/L
04/03/23 17:36
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/03/23 17:36
1
Benzene
<0.150
1.00
0.150
ug/L
04/03/23 17:36
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/03/23 17:36
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/03/23 17:36
1
Bromoform
<0.220
1.00
0.220
ug/L
04/03/23 17:36
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/03/23 17:36
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/03/23 17:36
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/03/23 17:36
1
Chlorobenzene
<0.170
1.00
0.170
ug/L
04/03/23 17:36
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/03/23 17:36
1
Chloroform
<0.180
1.00
0.180
ug/L
04/03/23 17:36
1
Chloromethane
<0.130
1.00
0.130
ug/L
04/03/23 17:36
1
cis-1,2-Dichloroethene
0.1782 J
1.00
0.150
ug/L
04/03/23 17:36
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
04/03/23 17:36
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
04/03/23 17:36
1
Dibromomethane
<0.270
1.00
0.270
ug/L
04/03/23 17:36
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
04/03/23 17:36
1
lodomethane
<1.70
5.00
1.70
ug/L
04/03/23 17:36
1
Methylene Chloride
<0.230
1.00
0.230
ug/L
04/03/23 17:36
1
Styrene
<0.110
1.00
0.110
ug/L
04/03/23 17:36
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
04/03/23 17:36
1
Toluene
<0.140
1.00
0.140
ug/L
04/03/23 17:36
1
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
04/03/23 17:36
1
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
04/03/23 17:36
1
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
04/03/23 17:36
1
Trichloroethene
<0.150
1.00
0.150
ug/L
04/03/23 17:36
1
Trichlorofluoromethane
<0.240
1.00
0.240
ug/L
04/03/23 17:36
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
04/03/23 17:36
1
Vinyl chloride
<0.320
1.00
0.320
ug/L
04/03/23 17:36
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
04/03/23 17:36
1
0
Eurofins Raleigh
Page 94 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: MB 752-2066/8
Client Sample
ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2066
MB MB
L
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed Dil Fac
4-Bromofluorobenzene (Surr) 110
53 - 136
04103123 17:36 1
Dibromofluoromethane (Surr) 107
67- 129
04103123 17:36 1
Toluene-d8 (Surr) 105
59 - 134
04103123 17:36 1
Lab Sample ID: LCS 752-2066/5
Client
Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2066
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
1,1,1,2-Tetrachloroethane
20.0
16.20
ug/L
81
71-120
1,1,1-Trichloroethane
20.0
15.54
ug/L
78
72-143
1,1,2,2-Tetrachloroethane
20.0
15.34
ug/L
77
59-133
1,1,2-Trichloroethane
20.0
16.20
ug/L
81
67-120
1,1-Dichloroethane
20.0
14.42 *-
ug/L
72
79-141
1,1-Dichloroethene
20.0
15.45
ug/L
77
75-133
1,2,3-Trichloropropane
20.0
15.25
ug/L
76
69-127
1,2-Dibromo-3-Chloropropane
20.0
16.00
ug/L
80
37-157
1,2-Dibromoethane
20.0
15.92
ug/L
80
66-123
1,2-Dichlorobenzene
20.0
15.72
ug/L
79
76 -120
1,2-Dichloroethane
20.0
15.81
ug/L
79
72 -151
1,2-Dichloropropane
20.0
15.08 "-
ug/L
75
78 -125
1,4-Dichlorobenzene
20.0
15.11
ug/L
76
76 -122
2-Butanone (MEK)
40.0
31.73
ug/L
79
36 -135
2-Hexanone
40.0
37.18
ug/L
93
36 -191
4-Methyl-2-pentanone (MIBK)
40.0
38.04
ug/L
95
56-166
Acetone
40.0
32.16
ug/L
80
10 -158
Acrylonitrile
60.0
47.42
ug/L
79
10 - 200
Benzene
20.0
15.46
ug/L
77
80 -134
Bromochloromethane
20.0
14.57 *-
ug/L
73
74 -128
Bromodichloromethane
20.0
15.35
ug/L
77
72 -129
Bromoform
20.0
15.93
ug/L
80
73 -120
Bromomethane
20.0
17.44
ug/L
87
38 -189
Carbon disulfide
20.0
16.00
ug/L
80
65 -173
Carbon tetrachloride
20.0
17.60
ug/L
88
68 -142
Chlorobenzene
20.0
15.69 "-
ug/L
78
80 -120
Chloroethane
20.0
25.47
ug/L
127
45 - 213
Chloroform
20.0
14.26 "-
ug/L
71
78 -138
Chloromethane
20.0
16.82
ug/L
84
56 -171
cis-1,2-Dichloroethene
20.0
13.77
ug/L
69
69 -120
cis-1,3-Dichloropropene
20.0
16.09
ug/L
80
63 -125
Dibromochloromethane
20.0
15.73
ug/L
79
73 -120
Dibromomethane
20.0
15.14
ug/L
76
76 -124
Ethylbenzene
20.0
15.35
ug/L
77
68 -124
Iodomethane
20.0
16.79
ug/L
84
34 -140
Methylene Chloride
20.0
14.04
ug/L
70
68 -128
Styrene
20.0
13.78 '-
ug/L
69
73 -120
Tetrachloroethene
20.0
17.85
ug/L
89
40 -181
Toluene
20.0
15.42
ug/L
77
71 -120
Eurofins Raleigh
Page 95 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds
by GUMS (Continued)
Lab Sample ID: LCS 752-2066/5
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2066
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
trans- 1,2-Dichloroethene
20.0
13.79 *
ug/L
69
75-139
trans- 1,3-Dichloropropene
20.0
18.13
ug/L
91
65-152
trans- 1,4-Dichloro-2-butene
20.0
18.51
ug/L
93
10-142
Trichloroethene
20.0
15.08
ug/L
75
74 -120
Trichlorofluoromethane
20.0
31.10
ug/L
156
68 -183
Vinyl acetate
20.0
18.49
ug/L
92
10 -198
Vinyl chloride
20.0
23.90
ug/L
120
49 -150
Xylenes, Total
60.0
47.08
ug/L
78
77 -121
LCS LCS
Surrogate %Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr) 94
53 - 136
Dibromofluoromethane (Surr) 88
67 - 129
Toluene-d8 (Surr) 86
59 - 134
Lab Sample ID: LCSD 752-2066/6
Client Sample
ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2066
Spike
LCSD LCSD
%Rec
RPD
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
RPD
Limit
1,1,1,2-Tetrachloroethane
20.0
20.21 *1
ug/L
101
71-120
22
16
1,1,1-Trichloroethane
20.0
19.38 *1
ug/L
97
72-143
22
18
1,1,2,2-Tetrachloroethane
20.0
20.03 *1
ug/L
100
59-133
27
16
1,1,2-Trichloroethane
20.0
19.70 *1
ug/L
99
67-120
20
18
1,1-Dichloroethane
20.0
18.65 *1
ug/L
93
79-141
26
19
1,1-Dichloroethene
20.0
19.43 *1
ug/L
97
75-133
23
20
1,2,3-Trichloropropane
20.0
19.53 *1
ug/L
98
69-127
25
17
1,2-Dibromo-3-Chloropropane
20.0
19.26 *1
ug/L
96
37-157
19
18
1,2-Dibromoethane
20.0
19.53 *1
ug/L
98
66-123
20
15
1,2-Dichlorobenzene
20.0
19.50 *1
ug/L
97
76-120
21
16
1,2-Dichloroethane
20.0
19.89 *1
ug/L
99
72 -151
23
16
1,2-Dichloropropane
20.0
19.15 *1
ug/L
96
78-125
24
19
1,4-Dichlorobenzene
20.0
19.19 *1
ug/L
96
76-122
24
16
2-Butanone(MEK)
40.0
43.01 *1
ug/L
108
36-135
30
19
2-Hexanone
40.0
48.69 *1
ug/L
122
36 -191
27
17
4-Methyl-2-pentanone (MIBK)
40.0
48.80 *1
ug/L
122
56-166
25
19
Acetone
40.0
36.68
ug/L
92
10 -158
13
78
Acrylonitrile
60.0
60.92
ug/L
102
10 - 200
25
36
Benzene
20.0
19.08 *1
ug/L
95
80 -134
21
17
Bromochloromethane
20.0
18.53 *1
ug/L
93
74 -128
24
18
Bromodichloromethane
20.0
19.30 *1
ug/L
97
72 -129
23
16
Bromoform
20.0
20.15
ug/L
101
73 -120
23
44
Bromomethane
20.0
22.65
ug/L
113
38 -189
26
27
Carbon disulfide
20.0
19.99
ug/L
100
65 -173
22
38
Carbon tetrachloride
20.0
21.96 *1
ug/L
110
68 -142
22
17
Chlorobenzene
20.0
19.42 *1
ug/L
97
80 -120
21
16
Chloroethane
20.0
32.67
ug/L
163
45 - 213
25
26
Chloroform
20.0
17.94 *1
ug/L
90
78 -138
23
17
Chloromethane
20.0
22.09
ug/L
110
56 -171
27
28
Eurofins Raleigh
Page 96 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds
by GUMS (Continued)
Lab Sample ID: LCSD 752-2066/6
Client Sample
ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2066
Spike
LCSD LCSD
%Rec
RPD
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
RPD
Limit
cis-1,2-Dichloroethene
20.0
18.21 *1
ug/L
91
69-120
28
18
cis-1,3-Dichloropropene
20.0
20.41 `1
ug/L
102
63 -125
24
17
Dibromochloromethane
20.0
20.11 `1
ug/L
101
73 -120
24
16
Dibromomethane
20.0
18.88 `1
ug/L
94
76 -124
22
15
Ethylbenzene
20.0
19.03 "1
ug/L
95
68 -124
21
16
lodomethane
20.0
19.63 "1
ug/L
98
34 -140
16
15
Methylene Chloride
20.0
18.62 "1
ug/L
93
68 -128
28
17
Styrene
20.0
17.20
ug/L
86
73 -120
22
23
Tetrachloroethene
20.0
22.11
ug/L
111
40 -181
21
26
Toluene
20.0
18.82 "1
ug/L
94
71 -120
20
17
trans- 1,2-Dichloroethene
20.0
17.99 '1
ug/L
90
75-139
26
19
trans- 1,3-Dichloropropene
20.0
22.75 '1
ug/L
114
65-152
23
16
trans- 1,4-Dichloro-2-butene
20.0
23.94
ug/L
120
10-142
26
28
Trichloroethene
20.0
19.06 '1
ug/L
95
74 -120
23
22
Trichlorofluoromethane
20.0
41.04 '+ *1
ug/L
205
68 -183
28
22
Vinyl acetate
20.0
24.14 '1
ug/L
121
10 -198
27
21
Vinyl chloride
20.0
31.61 *+ "1
ug/L
158
49 -150
28
27
Xylenes, Total
60.0
59.14 `1
ug/L
99
77 -121
23
16
LCSD LCSD
Surrogate %Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr) 118
53 - 136
Dibromofluoromethane (Surr) 108
67- 129
Toluene-d8 (Surr) 105
59 - 134
Lab Sample ID: MRL 752-2066/4
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2066
Spike
MRL MRL
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
1,1,1,2-Tetrachloroethane
1.00
1.219
ug/L
122
1,1,1-Trichloroethane
1.00
1.000
ug/L
100
1,1,2,2-Tetrachloroethane
1.00
1.105
ug/L
ill
1,1,2-Trichloroethane
1.00
1.260
ug/L
126
1,1-Dichloroethane
1.00
1.079
ug/L
108
1,1-Dichloroethene
1.00
1.241
ug/L
124
1,2,3-Trichloropropane
1.00
1.217
ug/L
122
1,2-Dibromo-3-Chloropropane
1.00
1.376
ug/L
138
1,2-Dibromoethane
1.00
1.190
ug/L
119
1,2-Dichlorobenzene
1.00
1.123
ug/L
112
1,2-Dichloroethane
1.00
1.150
ug/L
115
1,2-Dichloropropane
1.00
1.036
ug/L
104
1,4-Dichlorobenzene
1.00
1.283
ug/L
128
2-Butanone (MEK)
2.00
<10.0
ug/L
184
2-Hexanone
2.00
2.595 J
ug/L
130
4-Methyl-2-pentanone (MIBK)
2.00
2.321 J
ug/L
116
Acetone
2.00
<10.0
ug/L
21
Acrylonitrile
5.00
6.001 J
ug/L
120
Benzene
1.00
1.145
ug/L
115
Eurofins Raleigh
Page 97 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Lab Sample ID: MRL 752-2066/4
Matrix: Water
Analysis Batch: 2066
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
MRL
MRL
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec Limits
Bromochloromethane
1.00
1.030
ug/L
103
Bromodichloromethane
1.00
1.011
ug/L
101
Bromoform
1.00
1.584
ug/L
158
Bromomethane
1.00
1.831
ug/L
183
Carbon disulfide
2.00
3.017
J
ug/L
151
Carbon tetrachloride
1.00
1.016
ug/L
102
Chlorobenzene
1.00
1.176
ug/L
118
Chloroethane
1.00
1.670
ug/L
167
Chloroform
1.00
1.093
ug/L
109
Chloromethane
1.00
1.590
ug/L
159
cis-1,2-Dichloroethene
1.00
1.341
ug/L
134
cis-1,3-Dichloropropene
1.00
1.035
ug/L
104
Dibromochloromethane
1.00
1.078
ug/L
108
Dibromomethane
1.00
1.139
ug/L
114
Ethylbenzene
1.00
1.112
ug/L
ill
lodomethane
2.00
3.892
J
ug/L
195
Methylene Chloride
1.00
1.455
ug/L
146
Styrene
1.00
1.367
ug/L
137
Tetrachloroethene
1.00
1.205
ug/L
120
Toluene
1.00
1.224
ug/L
122
trans- 1,2-Dichloroethene
1.00
1.326
ug/L
133
trans- 1,3-Dichloropropene
1.00
1.129
ug/L
113
trans- 1,4-Dichloro-2-butene
1.00
1.143
ug/L
114
Trichloroethene
1.00
1.196
ug/L
120
Trichlorofluoromethane
1.00
1.688
ug/L
169
Vinyl acetate
2.00
2.032
J
ug/L
102
Vinyl chloride
1.00
1.698
ug/L
170
Xylenes, Total
3.00
3.283
ug/L
109
MRL MRL
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
110
53 -136
Dibromofluoromethane (Surr)
108
67-129
Toluene-d8 (Surr)
104
59 -134
Lab Sample ID: MB 752-2107/8
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2107
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed Dil Fac
1,1,1,2-Tetrachloroethane
<0.170
1.00
0.170
ug/L
04/04/2319:39 1
1,1,1-Trichloroethane
<0.120
1.00
0.120
ug/L
04/04/2319:39 1
1,1,2,2-Tetrachloroethane
<0.280
1.00
0.280
ug/L
04/04/2319:39 1
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
04/04/2319:39 1
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
04/04/2319:39 1
1,1-Dichloroethene
<0.210
1.00
0.210
ug/L
04/04/2319:39 1
1,1-Dichloropropene
<0.150
1.00
0.150
ug/L
04/04/2319:39 1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
04/04/2319:39 1
1,2,4-Trichlorobenzene
<0.140
1.00
0.140
ug/L
04/04/2319:39 1
0
Eurofins Raleigh
Page 98 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 8260D - Volatile Organic
Compounds by GUMS (Continued)
Lab Sample ID: MB 752-210718
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2107
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/04/23 19:39
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/04/23 19:39
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/04/23 19:39
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/04/23 19:39
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/04/23 19:39
1
1,3-Dichlorobenzene
<0.150
1.00
0.150
ug/L
04/04/23 19:39
1
1,3-Dichloropropane
<0.160
1.00
0.160
ug/L
04/04/23 19:39
1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/04/23 19:39
1
2,2-Dichloropropane
<0.280
1.00
0.280
ug/L
04/04/23 19:39
1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/04/23 19:39
1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/04/23 19:39
1
3-Chloropropene
<0.110
1.00
0.110
ug/L
04/04/23 19:39
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/04/23 19:39
1
Acetone
<10.0
20.0
10.0
ug/L
04/04/23 19:39
1
Acetonitrile
<5.00
10.0
5.00
ug/L
04/04/23 19:39
1
Acrolein
<4.00
10.0
4.00
ug/L
04/04/23 19:39
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/04/23 19:39
1
Benzene
<0.150
1.00
0.150
ug/L
04/04/23 19:39
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/04/23 19:39
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/04/23 19:39
1
Bromoform
<0.220
1.00
0.220
ug/L
04/04/23 19:39
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/04/23 19:39
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/04/23 19:39
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/04/23 19:39
1
Chlorobenzene
<0.170
1.00
0.170
ug/L
04/04/23 19:39
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/04/23 19:39
1
Chloroform
<0.180
1.00
0.180
ug/L
04/04/23 19:39
1
Chloromethane
<0.130
1.00
0.130
ug/L
04/04/23 19:39
1
Chloroprene
<0.640
1.00
0.640
ug/L
04/04/23 19:39
1
cis-1,2-Dichloroethene
<0.150
1.00
0.150
ug/L
04/04/23 19:39
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
04/04/23 19:39
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
04/04/23 19:39
1
Dibromomethane
<0.270
1.00
0.270
ug/L
04/04/23 19:39
1
Dichlorodifluoromethane
<0.200
1.00
0.200
ug/L
04/04/23 19:39
1
Ethyl methacrylate
<0.380
1.00
0.380
ug/L
04/04/23 19:39
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
04/04/23 19:39
1
Hexachlorobutadiene
<0.220
1.00
0.220
ug/L
04/04/23 19:39
1
lodomethane
<1.70
5.00
1.70
ug/L
04/04/23 19:39
1
Isobutyl alcohol
<11.0
50.0
11.0
ug/L
04/04/23 19:39
1
Methacrylonitrile
<4.90
10.0
4.90
ug/L
04/04/23 19:39
1
Methyl methacrylate
<0.510
1.00
0.510
ug/L
04/04/23 19:39
1
Methylene Chloride
<0.230
1.00
0.230
ug/L
04/04/23 19:39
1
Naphthalene
<0.110
1.00
0.110
ug/L
04/04/23 19:39
1
Propionitrile
<5.00
10.0
5.00
ug/L
04/04/23 19:39
1
Styrene
<0.110
1.00
0.110
ug/L
04/04/23 19:39
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
04/04/23 19:39
1
Tetrahydrofuran
<0.530
1.00
0.530
ug/L
04/04/23 19:39
1
Toluene
<0.140
1.00
0.140
ug/L
04/04/23 19:39
1
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
04/04/23 19:39
1
Eurofins Raleigh
Page 99 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: MB 752-210718
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2107
MB
MB
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
04/04/23 19:39
1
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
04/04/23 19:39
1
Trichloroethene
<0.150
1.00
0.150
ug/L
04/04/23 19:39
1
Trichlorofluoromethane
<0.240
1.00
0.240
ug/L
04/04/23 19:39
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
04/04/23 19:39
1
Vinyl chloride
<0.320
1.00
0.320
ug/L
04/04/23 19:39
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
04/04/23 19:39
1
MB
MB
Surrogate
%Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
114
53 - 136
04104123 19:39
1
Dibromofluoromethane (Surr)
110
67- 129
04104123 19:39
1
Toluene-d8 (Surr)
106
59 - 134
04104123 19:39
1
Lab Sample ID: LCS 752-2107/5
Matrix: Water
Analysis Batch: 2107
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
1,1,1,2-Tetrachloroethane
20.0
19.21
ug/L
96
71-120
1,1,1-Trichloroethane
20.0
18.98
ug/L
95
72-143
1,1,2,2-Tetrachloroethane
20.0
19.19
ug/L
96
59-133
1,1,2-Trichloroethane
20.0
19.42
ug/L
97
67-120
1,1-Dichloroethane
20.0
18.87
ug/L
94
79-141
1,1-Dichloroethene
20.0
19.52
ug/L
98
75-133
1,1-Dichloropropene
20.0
19.40
ug/L
97
70-129
1,2,3-Trichloropropane
20.0
17.87
ug/L
89
69-127
1,2,4-Trichlorobenzene
20.0
18.00
ug/L
90
59 -122
1,2-Dibromo-3-Chloropropane
20.0
18.97
ug/L
95
37-157
1,2-Dibromoethane
20.0
18.44
ug/L
92
66-123
1,2-Dichlorobenzene
20.0
19.44
ug/L
97
76 -120
1,2-Dichloroethane
20.0
19.81
ug/L
99
72 -151
1,2-Dichloropropane
20.0
19.66
ug/L
98
78 -125
1,3-Dichlorobenzene
20.0
19.54
ug/L
98
76 -120
1,3-Dichloropropane
20.0
17.81
ug/L
89
60 -129
1,4-Dichlorobenzene
20.0
19.08
ug/L
95
76 -122
2,2-Dichloropropane
20.0
18.14
ug/L
91
21 -167
2-Butanone (MEK)
40.0
45.71
ug/L
114
36 -135
2-Hexanone
40.0
49.15
ug/L
123
36 -191
3-Chloropropene
20.0
19.83
ug/L
99
17 -147
4-Methyl-2-pentanone (MIBK)
40.0
50.70
ug/L
127
56-166
Acetone
40.0
38.92
ug/L
97
10 -158
Acetonitrile
20.0
25.49
ug/L
127
10 - 200
Acrolein
40.0
9.938 J
ug/L
25
10 - 200
Acrylonitrile
60.0
62.87
ug/L
105
10 - 200
Benzene
20.0
19.08
ug/L
95
80 -134
Bromochloromethane
20.0
18.24
ug/L
91
74 -128
Bromodichloromethane
20.0
19.63
ug/L
98
72 -129
Bromoform
20.0
18.47
ug/L
92
73 -120
Eurofins Raleigh
Page 100 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Lab Sample ID: LCS 752-2107/5
Matrix: Water
Analysis Batch: 2107
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Analyte
Spike
Added
LCS LCS
Result Qualifier
Unit
D %Rec
%Rec
Limits
Bromomethane
20.0
19.93
ug/L
100
38 -189
Carbon disulfide
20.0
19.70
ug/L
98
65 -173
Carbon tetrachloride
20.0
21.37
ug/L
107
68 -142
Chlorobenzene
20.0
18.73
ug/L
94
80 -120
Chloroethane
20.0
34.94
ug/L
175
45 - 213
Chloroform
20.0
17.79
ug/L
89
78 -138
Chloromethane
20.0
20.92
ug/L
105
56 -171
Chloroprene
20.0
21.07
ug/L
105
33 -148
cis-1,2-Dichloroethene
20.0
18.26
ug/L
91
69 -120
cis-1,3-Dichloropropene
20.0
19.98
ug/L
100
63 -125
Dibromochloromethane
20.0
18.68
ug/L
93
73 -120
Dibromomethane
20.0
18.78
ug/L
94
76 -124
Dichlorodifluoromethane
20.0
46.65 '+
ug/L
233
25 -161
Ethyl methacrylate
20.0
21.37
ug/L
107
51 -120
Ethylbenzene
20.0
18.28
ug/L
91
68 -124
Hexachlorobutadiene
20.0
22.09
ug/L
110
63 -120
lodomethane
20.0
18.73
ug/L
94
34 -140
Isobutyl alcohol
20.0
18.79 J
ug/L
94
10 - 200
Methacrylonitrile
20.0
20.06
ug/L
100
10 - 200
Methyl methacrylate
20.0
21.39
ug/L
107
48 -126
Methylene Chloride
20.0
17.94
ug/L
90
68 -128
Naphthalene
20.0
21.38
ug/L
107
50 -127
Styrene
20.0
16.28
ug/L
81
73 -120
Tetrachloroethene
20.0
20.52
ug/L
103
40 -181
Tetrahydrofuran
20.0
24.86
ug/L
124
0 - 200
Toluene
20.0
18.62
ug/L
93
71 -120
trans- 1,2-Dichloroethene
20.0
17.12
ug/L
86
75-139
trans- 1,3-Dichloropropene
20.0
22.03
ug/L
110
65-152
trans- 1,4-Dichloro-2-butene
20.0
22.49
ug/L
112
10-142
Trichloroethene
20.0
19.07
ug/L
95
74 -120
Trichlorofluoromethane
20.0
40.95 .+
ug/L
205
68 -183
Vinyl acetate
20.0
23.74
ug/L
119
10 -198
Vinyl chloride
20.0
31.60 .+
ug/L
158
49 -150
Xylenes, Total
60.0
56.57
ug/L
94
77 -121
LCS LCS
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
115
53 - 136
Dibromofluoromethane (Surr)
112
67 - 129
Toluene-d8 (Surr)
106
59 - 134
Lab Sample ID: LCSD 752-2107/6
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2107
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier Unit
D %Rec
Limits RPD Limit
1,1,1,2-Tetrachloroethane
20.0
20.56
ug/L
103
71-120 7 16
1,1,1-Trichloroethane
20.0
20.63
ug/L
103
72-143 8 18
1,1,2,2-Tetrachloroethane
20.0
20.13
ug/L
101
59-133 5 16
0
Eurofins Raleigh
Page 101 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID:
752-4652-1
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: LCSD 752-2107/6
Client Sample
ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2107
Spike
LCSD
LCSD
%Rec
RPD
Analyte
Added
Result
Qualifier Unit
D %Rec
Limits
RPD
Limit
1,1,2-Trichloroethane
20.0
21.29
ug/L
106
67-120
9
18
1,1-Dichloroethane
20.0
19.75
ug/L
99
79-141
5
19
1,1-Dichloroethene
20.0
20.75
ug/L
104
75-133
6
20
1,1-Dichloropropene
20.0
21.47
ug/L
107
70-129
10
17
1,2,3-Trichloropropane
20.0
19.11
ug/L
96
69-127
7
17
1,2,4-Trichlorobenzene
20.0
19.14
ug/L
96
59 -122
6
17
1,2-Dibromo-3-Chloropropane
20.0
21.19
ug/L
106
37-157
11
18
1,2-Dibromoethane
20.0
20.30
ug/L
102
66-123
10
15
1,2-Dichlorobenzene
20.0
20.70
ug/L
103
76 -120
6
16
1,2-Dichloroethane
20.0
20.95
ug/L
105
72 -151
6
16
1,2-Dichloropropane
20.0
20.16
ug/L
101
78 -125
2
19
1,3-Dichlorobenzene
20.0
21.18
ug/L
106
76 -120
8
17
1,3-Dichloropropane
20.0
19.29
ug/L
96
60 -129
8
16
1,4-Dichlorobenzene
20.0
19.97
ug/L
100
76 -122
5
16
2,2-Dichloropropane
20.0
19.27
ug/L
96
21 -167
6
20
2-Butanone (MEK)
40.0
44.88
ug/L
112
36 -135
2
19
2-Hexanone
40.0
50.30
ug/L
126
36 -191
2
17
3-Chloropropene
20.0
21.35
ug/L
107
17 -147
7
19
4-Methyl-2-pentanone (MIBK)
40.0
50.46
ug/L
126
56-166
0
19
Acetone
40.0
45.28
ug/L
113
10 -158
15
78
Acetonitrile
20.0
24.36
ug/L
122
10 - 200
5
35
Acrolein
40.0
9.769
J ug/L
24
10 - 200
2
50
Acrylonitrile
60.0
64.31
ug/L
107
10 - 200
2
36
Benzene
20.0
20.06
ug/L
100
80 -134
5
17
Bromochloromethane
20.0
19.88
ug/L
99
74 -128
9
18
Bromodichloromethane
20.0
20.43
ug/L
102
72 -129
4
16
Bromoform
20.0
19.59
ug/L
98
73 -120
6
44
Bromomethane
20.0
22.21
ug/L
111
38 -189
11
27
Carbon disulfide
20.0
20.64
ug/L
103
65 -173
5
38
Carbon tetrachloride
20.0
22.47
ug/L
112
68 -142
5
17
Chlorobenzene
20.0
20.53
ug/L
103
80 -120
9
16
Chloroethane
20.0
37.45
ug/L
187
45 - 213
7
26
Chloroform
20.0
19.15
ug/L
96
78 -138
7
17
Chloromethane
20.0
23.59
ug/L
118
56 -171
12
28
Chloroprene
20.0
22.80
ug/L
114
33 -148
8
19
cis-1,2-Dichloroethene
20.0
18.86
ug/L
94
69 -120
3
18
cis-1,3-Dichloropropene
20.0
20.94
ug/L
105
63 -125
5
17
Dibromochloromethane
20.0
20.18
ug/L
101
73 -120
8
16
Dibromomethane
20.0
20.32
ug/L
102
76 -124
8
15
Dichlorodifluoromethane
20.0
51.00
,+ ug/L
255
25 -161
9
48
Ethyl methacrylate
20.0
23.01
ug/L
115
51 -120
7
24
Ethylbenzene
20.0
19.85
ug/L
99
68 -124
8
16
Hexachlorobutadiene
20.0
22.41
ug/L
112
63 -120
1
19
lodomethane
20.0
20.17
ug/L
101
34 -140
7
15
Isobutyl alcohol
20.0
17.96
J ug/L
90
10 - 200
5
20
Methacrylonitrile
20.0
23.18
ug/L
116
10 - 200
14
50
Methyl methacrylate
20.0
22.55
ug/L
113
48 -126
5
50
Methylene Chloride
20.0
19.35
ug/L
97
68 -128
8
17
Naphthalene
20.0
21.55
ug/L
108
50 -127
1
19
Eurofins Raleigh
Page 102 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID:
752-4652-1
Method: 8260D - Volatile Organic Compounds
by GUMS (Continued)
Lab Sample ID: LCSD 752-2107/6
Client Sample
ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2107
Spike
LCSD LCSD
%Rec
RPD
Analyte
Added
Result Qualifier Unit
D %Rec
Limits
RPD
Limit
Styrene
20.0
17.48
ug/L
87
73 -120
7
23
Tetrachloroethene
20.0
22.53
ug/L
113
40 -181
9
26
Tetrahydrofuran
20.0
24.76
ug/L
124
0 - 200
0
50
Toluene
20.0
19.74
ug/L
99
71 -120
6
17
trans- 1,2-Dichloroethene
20.0
18.58
ug/L
93
75-139
8
19
trans- 1,3-Dichloropropene
20.0
24.00
ug/L
120
65-152
9
16
trans- 1,4-Dichloro-2-butene
20.0
23.13
ug/L
116
10-142
3
28
Trichloroethene
20.0
19.78
ug/L
99
74 -120
4
22
Trichlorofluoromethane
20.0
43.78 .+
ug/L
219
68 -183
7
22
Vinyl acetate
20.0
24.80
ug/L
124
10 -198
4
21
Vinyl chloride
20.0
34.28 .+
ug/L
171
49 -150
8
27
Xylenes, Total
60.0
60.36
ug/L
101
77 -121
6
16
LCSD LCSD
Surrogate %Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr) 117
53 -136
Dibromofluoromethane (Surr) 111
67-129
Toluene-d8 (Surr) 107
59 - 134
Lab Sample ID: MRL 752-2107/4
Matrix: Water
Analysis Batch: 2107
Analyte
Spike
Added
MRL
Result
MRL
Qualifier
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
%Rec
Unit D %Rec Limits
1,1,1,2-Tetrachloroethane
1.00
1.033
ug/L
103
1,1,1-Trichloroethane
1.00
0.9662
J
ug/L
97
1,1,2,2-Tetrachloroethane
1.00
1.222
ug/L
122
1,1,2-Trichloroethane
1.00
1.110
ug/L
ill
1,1-Dichloroethane
1.00
1.072
ug/L
107
1,1-Dichloroethene
1.00
1.627
ug/L
163
1,1-Dichloropropene
1.00
1.028
ug/L
103
1,2,3-Trichloropropane
1.00
0.9153
J
ug/L
92
1,2,4-Trichlorobenzene
1.00
2.103
ug/L
210
1,2-Dibromo-3-Chloropropane
1.00
1.329
ug/L
133
1,2-Dibromoethane
1.00
1.173
ug/L
117
1,2-Dichlorobenzene
1.00
1.199
ug/L
120
1,2-Dichloroethane
1.00
1.188
ug/L
119
1,2-Dichloropropane
1.00
1.002
ug/L
100
1,3-Dichlorobenzene
1.00
1.353
ug/L
135
1,3-Dichloropropane
1.00
1.024
ug/L
102
1,4-Dichlorobenzene
1.00
1.359
ug/L
136
2,2-Dichloropropane
1.00
1.145
ug/L
115
2-Butanone (MEK)
2.00
<10.0
ug/L
279
2-Hexanone
2.00
2.971
J
ug/L
149
3-Chloropropene
1.00
1.127
ug/L
113
4-Methyl-2-pentanone (MIBK)
2.00
2.641
J
ug/L
132
Acetone
2.00
<10.0
ug/L
90
Acetonitrile
10.0
13.09
ug/L
131
Acrolein
5.00
<4.00
ug/L
76
Eurofins Raleigh
Page 103 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Lab Sample ID: MRL 752-2107/4
Matrix: Water
Analysis Batch: 2107
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Analyte
Spike
Added
MRL
Result
MRL
Qualifier
Unit
%Rec
D %Rec Limits
Acrylonitrile
5.00
5.746
J
ug/L
115
Benzene
1.00
1.201
ug/L
120
Bromochloromethane
1.00
1.082
ug/L
108
Bromodichloromethane
1.00
1.134
ug/L
113
Bromoform
1.00
1.447
ug/L
145
Bromomethane
1.00
0.8091
J
ug/L
81
Carbon disulfide
2.00
3.129
J
ug/L
156
Carbon tetrachloride
1.00
1.138
ug/L
114
Chlorobenzene
1.00
1.194
ug/L
119
Chloroethane
1.00
1.830
ug/L
183
Chloroform
1.00
1.124
ug/L
112
Chloromethane
1.00
1.563
ug/L
156
Chloroprene
1.00
1.039
ug/L
104
cis-1,2-Dichloroethene
1.00
1.238
ug/L
124
cis-1,3-Dichloropropene
1.00
0.9959
J
ug/L
100
Dibromochloromethane
1.00
1.068
ug/L
107
Dibromomethane
1.00
1.318
ug/L
132
Dichlorodifluoromethane
1.00
1.918
ug/L
192
Ethyl methacrylate
1.00
0.8307
J
ug/L
83
Ethylbenzene
1.00
1.073
ug/L
107
Hexachlorobutadiene
1.00
1.806
ug/L
181
lodomethane
2.00
3.832
J
ug/L
192
Isobutyl alcohol
20.0
21.66
J
ug/L
108
Methacrylonitrile
10.0
12.20
ug/L
122
Methyl methacrylate
1.00
0.9145
J
ug/L
91
Methylene Chloride
1.00
1.279
ug/L
128
Naphthalene
1.00
2.084
ug/L
208
Styrene
1.00
1.350
ug/L
135
Tetrachloroethene
1.00
1.290
ug/L
129
Tetrahydrofuran
1.00
1.203
ug/L
120
Toluene
1.00
1.210
ug/L
121
trans- 1,2-Dichloroethene
1.00
1.348
ug/L
135
trans- 1,3-Dichloropropene
1.00
1.190
ug/L
119
trans- l,4-Dichloro-2-butene
1.00
1.056
ug/L
106
Trichloroethene
1.00
1.235
ug/L
123
Trichlorofluoromethane
1.00
0.7654
J
ug/L
77
Vinyl acetate
2.00
1.957
J
ug/L
98
Vinyl chloride
1.00
1.578
ug/L
158
Xylenes, Total
3.00
3.124
ug/L
104
MRL MRL
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
117
53 - 136
Dibromofluoromethane (Surr)
112
67 - 129
Toluene-d8 (Surr)
105
59 - 134
0
Eurofins Raleigh
Page 104 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: 752-4682-4 MS
Client Sample ID: 4501-MW11
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 2107
L
MS MS
Surrogate %Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
114
53 - 136
Dibromofluoromethane (Surr)
111
67 - 129
Toluene-d8 (Surr)
108
59 - 134
Lab Sample ID: 752-4682-4 MSD
Client Sample ID: 4501-MW1161
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 2107
MSD MSD
Surrogate %Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
118
53 - 136
Dibromofluoromethane (Surr)
111
67- 129
Toluene-d8 (Surr)
109
59 - 134
Lab Sample ID: MB 752-2111/9
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2111
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed Dil Fac
1,1,1,2-Tetrachloroethane
<0.170
1.00
0.170
ug/L
04/05/23 15:24 1
1,1,1-Trichloroethane
<0.120
1.00
0.120
ug/L
04/05/23 15:24 1
1,1,2,2-Tetrachloroethane
<0.280
1.00
0.280
ug/L
04/05/23 15:24 1
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
04/05/23 15:24 1
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
04/05/23 15:24 1
1,1-Dichloroethene
<0.210
1.00
0.210
ug/L
04/05/23 15:24 1
1,1-Dichloropropene
<0.150
1.00
0.150
ug/L
04/05/23 15:24 1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
04/05/23 15:24 1
1,2,4-Trichlorobenzene
0.1973 J
1.00
0.140
ug/L
04/05/23 15:24 1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/05/23 15:24 1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/05/23 15:24 1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/23 15:24 1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/05/23 15:24 1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/05/23 15:24 1
1,3-Dichlorobenzene
<0.150
1.00
0.150
ug/L
04/05/23 15:24 1
1,3-Dichloropropane
<0.160
1.00
0.160
ug/L
04/05/23 15:24 1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/23 15:24 1
2,2-Dichloropropane
<0.280
1.00
0.280
ug/L
04/05/23 15:24 1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/05/23 15:24 1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/05/23 15:24 1
3-Chloropropene
<0.110
1.00
0.110
ug/L
04/05/23 15:24 1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/05/23 15:24 1
Acetone
<10.0
20.0
10.0
ug/L
04/05/23 15:24 1
Acetonitrile
<5.00
10.0
5.00
ug/L
04/05/23 15:24 1
Acrolein
<4.00
10.0
4.00
ug/L
04/05/23 15:24 1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/05/23 15:24 1
Benzene
<0.150
1.00
0.150
ug/L
04/05/23 15:24 1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/05/23 15:24 1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/05/23 15:24 1
Bromoform
<0.220
1.00
0.220
ug/L
04/05/23 15:24 1
Eurofins Raleigh
Page 105 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: MB 752-2111/9
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2111
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Bromomethane
<0.140
1.00
0.140
ug/L
04/05/23 15:24
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/05/23 15:24
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/05/23 15:24
1
Chlorobenzene
<0.170
1.00
0.170
ug/L
04/05/23 15:24
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/05/23 15:24
1
Chloroform
1.786
1.00
0.180
ug/L
04/05/23 15:24
1
Chloromethane
<0.130
1.00
0.130
ug/L
04/05/23 15:24
1
Chloroprene
<0.640
1.00
0.640
ug/L
04/05/23 15:24
1
cis-1,2-Dichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 15:24
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
04/05/23 15:24
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
04/05/23 15:24
1
Dibromomethane
<0.270
1.00
0.270
ug/L
04/05/23 15:24
1
Dichlorodifluoromethane
<0.200
1.00
0.200
ug/L
04/05/23 15:24
1
Ethyl methacrylate
<0.380
1.00
0.380
ug/L
04/05/23 15:24
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
04/05/23 15:24
1
Hexachlorobutadiene
0.4377 J
1.00
0.220
ug/L
04/05/23 15:24
1
lodomethane
<1.70
5.00
1.70
ug/L
04/05/23 15:24
1
Isobutyl alcohol
<11.0
50.0
11.0
ug/L
04/05/23 15:24
1
Methacrylonitrile
<4.90
10.0
4.90
ug/L
04/05/23 15:24
1
Methyl methacrylate
<0.510
1.00
0.510
ug/L
04/05/23 15:24
1
Methylene Chloride
0.2792 J
1.00
0.230
ug/L
04/05/23 15:24
1
Naphthalene
<0.110
1.00
0.110
ug/L
04/05/23 15:24
1
Propionitrile
<5.00
10.0
5.00
ug/L
04/05/23 15:24
1
Styrene
<0.110
1.00
0.110
ug/L
04/05/23 15:24
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
04/05/23 15:24
1
Tetrahydrofuran
<0.530
1.00
0.530
ug/L
04/05/23 15:24
1
Toluene
<0.140
1.00
0.140
ug/L
04/05/23 15:24
1
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
04/05/23 15:24
1
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
04/05/23 15:24
1
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
04/05/23 15:24
1
Trichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 15:24
1
Trichlorofluoromethane
<0.240
1.00
0.240
ug/L
04/05/23 15:24
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
04/05/23 15:24
1
Vinyl chloride
<0.320
1.00
0.320
ug/L
04/05/23 15:24
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
04/05/23 15:24
1
MB MB
Surrogate
%Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
95
53 - 136
04/05/23 15:24
1
Dibromofluoromethane (Surr)
89
67- 129
04/05/23 15:24
1
Toluene-d8 (Surr)
95
59 - 134
04/05/23 15:24
1
Lab Sample ID: LCS 752-2111/5
Client Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2111
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit D %Rec Limits
1,1,1,2-Tetrachloroethane
20.0
17.25
ug/L 86 71-120
1,1,1-Trichloroethane
20.0
16.70
ug/L 83 72-143
Eurofins Raleigh
Page 106 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Lab Sample ID: LCS 752-2111/5
Matrix: Water
Analysis Batch: 2111
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Analyte
Spike
Added
LCS LCS
Result Qualifier
Unit
D %Rec
%Rec
Limits
1,1,2,2-Tetrachloroethane
20.0
18.44
ug/L
92
59-133
1,1,2-Trichloroethane
20.0
17.40
ug/L
87
67-120
1,1-Dichloroethane
20.0
17.28
ug/L
86
79-141
1,1-Dichloroethene
20.0
14.93
ug/L
75
75-133
1,1-Dichloropropene
20.0
16.50
ug/L
83
70-129
1,2,3-Trichloropropane
20.0
16.78
ug/L
84
69-127
1,2,4-Trichlorobenzene
20.0
26.39 .+
ug/L
132
59 -122
1,2-Dibromo-3-Chloropropane
20.0
23.44
ug/L
117
37-157
1,2-Dibromoethane
20.0
17.69
ug/L
88
66-123
1,2-Dichlorobenzene
20.0
22.77
ug/L
114
76 -120
1,2-Dichloroethane
20.0
17.91
ug/L
90
72 -151
1,2-Dichloropropane
20.0
18.71
ug/L
94
78 -125
1,3-Dichlorobenzene
20.0
22.80
ug/L
114
76 -120
1,3-Dichloropropane
20.0
16.71
ug/L
84
60 -129
1,4-Dichlorobenzene
20.0
21.61
ug/L
108
76 -122
2,2-Dichloropropane
20.0
16.71
ug/L
84
21 -167
2-Butanone (MEK)
40.0
46.41
ug/L
116
36 -135
2-Hexanone
40.0
40.75
ug/L
102
36 -191
3-Chloropropene
20.0
18.03
ug/L
90
17 -147
4-Methyl-2-pentanone (MIBK)
40.0
41.15
ug/L
103
56-166
Acetone
40.0
47.11
ug/L
118
10 -158
Acetonitrile
20.0
23.85
ug/L
119
10 - 200
Acrolein
40.0
7.486 J
ug/L
19
10 - 200
Acrylonitrile
60.0
59.46
ug/L
99
10 - 200
Benzene
20.0
16.81
ug/L
84
80 -134
Bromochloromethane
20.0
18.79
ug/L
94
74 -128
Bromodichloromethane
20.0
17.96
ug/L
90
72 -129
Bromoform
20.0
21.46
ug/L
107
73 -120
Bromomethane
20.0
10.34
ug/L
52
38 -189
Carbon disulfide
20.0
17.03
ug/L
85
65 -173
Carbon tetrachloride
20.0
17.98
ug/L
90
68 -142
Chlorobenzene
20.0
17.70
ug/L
88
80 -120
Chloroethane
20.0
17.56
ug/L
88
45 - 213
Chloroform
20.0
19.23
ug/L
96
78 -138
Chloromethane
20.0
15.09
ug/L
75
56 -171
Chloroprene
20.0
16.22
ug/L
81
33 -148
cis-1,2-Dichloroethene
20.0
16.96
ug/L
85
69 -120
cis-1,3-Dichloropropene
20.0
18.43
ug/L
92
63 -125
Dibromochloromethane
20.0
17.37
ug/L
87
73 -120
Dibromomethane
20.0
18.87
ug/L
94
76 -124
Dichlorodifluoromethane
20.0
18.89
ug/L
94
25 -161
Ethyl methacrylate
20.0
17.33
ug/L
87
51 -120
Ethylbenzene
20.0
17.26
ug/L
86
68 -124
Hexachlorobutadiene
20.0
17.86
ug/L
89
63 -120
lodomethane
20.0
14.41
ug/L
72
34 -140
Isobutyl alcohol
20.0
33.09 J
ug/L
165
10 - 200
Methacrylonitrile
20.0
20.57
ug/L
103
10 - 200
Methyl methacrylate
20.0
23.96
ug/L
120
48 -126
Methylene Chloride
20.0
17.99
ug/L
90
68 -128
0
Eurofins Raleigh
Page 107 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: LCS 752-2111/5
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2111
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
Naphthalene
20.0
30.92 .+
ug/L
155
50 -127
Styrene
20.0
20.78
ug/L
104
73 -120
Tetrachloroethene
20.0
16.89
ug/L
84
40 -181
Tetrahydrofuran
20.0
22.80
ug/L
114
0 - 200
Toluene
20.0
16.83
ug/L
84
71 -120
trans- 1,2-Dichloroethene
20.0
16.59
ug/L
83
75-139
trans- 1,3-Dichloropropene
20.0
19.11
ug/L
96
65-152
trans- 1,4-Dichloro-2-butene
20.0
16.27
ug/L
81
10-142
Trichloroethene
20.0
18.54
ug/L
93
74 -120
Trichlorofluoromethane
20.0
18.19
ug/L
91
68 -183
Vinyl acetate
20.0
19.35
ug/L
97
10 -198
Vinyl chloride
20.0
17.88
ug/L
89
49 -150
Xylenes, Total
60.0
53.14
ug/L
89
77 -121
LCS LCS
Surrogate %Recovery Qualifier
4-Bromofluorobenzene (Surr) 91
Dibromofluoromethane (Surr) 87
Toluene-d8 (Surr) 94
Lab Sample ID: LCSD 752-2111/6
Matrix: Water
Analysis Batch: 2111
Analyte
Limits
53 - 136
67- 129
59 - 134
Spike
Added
LCSD
Result
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
LCSD %Rec RPD
Qualifier Unit D %Rec Limits RPD Limit
1,1,1,2-Tetrachloroethane
20.0
17.69
ug/L
88
71-120
3
16
1,1,1-Trichloroethane
20.0
16.91
ug/L
85
72-143
1
18
1,1,2,2-Tetrachloroethane
20.0
18.53
ug/L
93
59-133
0
16
1,1,2-Trichloroethane
20.0
18.63
ug/L
93
67-120
7
18
1,1-Dichloroethane
20.0
17.67
ug/L
88
79-141
2
19
1,1-Dichloroethene
20.0
14.61
*- ug/L
73
75-133
2
20
1,1-Dichloropropene
20.0
16.89
ug/L
84
70-129
2
17
1,2,3-Trichloropropane
20.0
18.92
ug/L
95
69-127
12
17
1,2,4-Trichlorobenzene
20.0
23.55
ug/L
118
59 -122
11
17
1,2-Dibromo-3-Chloropropane
20.0
23.44
ug/L
117
37-157
0
18
1,2-Dibromoethane
20.0
18.19
ug/L
91
66-123
3
15
1,2-Dichlorobenzene
20.0
21.23
ug/L
106
76 -120
7
16
1,2-Dichloroethane
20.0
18.27
ug/L
91
72 -151
2
16
1,2-Dichloropropane
20.0
17.92
ug/L
90
78 -125
4
19
1,3-Dichlorobenzene
20.0
20.77
ug/L
104
76 -120
9
17
1,3-Dichloropropane
20.0
16.44
ug/L
82
60 -129
2
16
1,4-Dichlorobenzene
20.0
20.16
ug/L
101
76 -122
7
16
2,2-Dichloropropane
20.0
16.86
ug/L
84
21 -167
1
20
2-Butanone (MEK)
40.0
43.72
ug/L
109
36 -135
6
19
2-Hexanone
40.0
42.77
ug/L
107
36 -191
5
17
3-Chloropropene
20.0
17.71
ug/L
89
17 -147
2
19
4-Methyl-2-pentanone (MIBK)
40.0
44.25
ug/L
111
56-166
7
19
Acetone
40.0
41.88
ug/L
105
10 -158
12
78
Acetonitrile
20.0
23.22
ug/L
116
10 - 200
3
35
Eurofins Raleigh
Page 108 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID:
752-4652-1
Method: 8260D - Volatile Organic Compounds
by GUMS (Continued)
Lab Sample ID: LCSD 752-2111/6
Client Sample
ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2111
Spike
LCSD
LCSD
%Rec
RPD
Analyte
Added
Result
Qualifier Unit
D %Rec
Limits
RPD
Limit
Acrolein
40.0
12.23
ug/L
31
10 - 200
48
50
Acrylonitrile
60.0
60.07
ug/L
100
10 - 200
1
36
Benzene
20.0
16.47
ug/L
82
80 -134
2
17
Bromochloromethane
20.0
19.56
ug/L
98
74 -128
4
18
Bromodichloromethane
20.0
17.75
ug/L
89
72 -129
1
16
Bromoform
20.0
19.90
ug/L
99
73 -120
8
44
Bromomethane
20.0
10.78
ug/L
54
38 -189
4
27
Carbon disulfide
20.0
16.50
ug/L
83
65 -173
3
38
Carbon tetrachloride
20.0
17.86
ug/L
89
68 -142
1
17
Chlorobenzene
20.0
17.85
ug/L
89
80 -120
1
16
Chloroethane
20.0
17.24
ug/L
86
45 - 213
2
26
Chloroform
20.0
19.38
ug/L
97
78 -138
1
17
Chloromethane
20.0
14.67
ug/L
73
56 -171
3
28
Chloroprene
20.0
17.94
ug/L
90
33 -148
10
19
cis-1,2-Dichloroethene
20.0
17.49
ug/L
87
69 -120
3
18
cis-1,3-Dichloropropene
20.0
17.89
ug/L
89
63 -125
3
17
Dibromochloromethane
20.0
17.71
ug/L
89
73 -120
2
16
Dibromomethane
20.0
18.20
ug/L
91
76 -124
4
15
Dichlorodifluoromethane
20.0
17.32
ug/L
87
25 -161
9
48
Ethyl methacrylate
20.0
18.14
ug/L
91
51 -120
5
24
Ethylbenzene
20.0
17.22
ug/L
86
68 -124
0
16
Hexachlorobutadiene
20.0
18.17
ug/L
91
63 -120
2
19
lodomethane
20.0
14.70
ug/L
73
34 -140
2
15
Isobutyl alcohol
20.0
27.94
J ug/L
140
10 - 200
17
20
Methacrylonitrile
20.0
21.19
ug/L
106
10 - 200
3
50
Methyl methacrylate
20.0
22.34
ug/L
112
48 -126
7
50
Methylene Chloride
20.0
17.28
ug/L
86
68 -128
4
17
Naphthalene
20.0
27.90
>+ ug/L
139
50 -127
10
19
Styrene
20.0
19.31
ug/L
97
73 -120
7
23
Tetrachloroethene
20.0
17.90
ug/L
90
40 -181
6
26
Tetrahydrofuran
20.0
23.29
ug/L
116
0 - 200
2
50
Toluene
20.0
16.75
ug/L
84
71 -120
0
17
trans- l,2-Dichloroethene
20.0
16.37
ug/L
82
75-139
1
19
trans- 1,3-Dichloropropene
20.0
19.97
ug/L
100
65-152
4
16
trans- 1,4-Dichloro-2-butene
20.0
16.43
ug/L
82
10-142
1
28
Trichloroethene
20.0
17.79
ug/L
89
74 -120
4
22
Trichlorofluoromethane
20.0
17.76
ug/L
89
68 -183
2
22
Vinyl acetate
20.0
20.63
ug/L
103
10 -198
6
21
Vinyl chloride
20.0
18.12
ug/L
91
49 -150
1
27
Xylenes, Total
60.0
53.74
ug/L
90
77 -121
1
16
LCSD LCSD
Surrogate %Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr) 89
53 -136
Dibromofluoromethane (Surr) 89
67-129
Toluene-d8 (Surr) 92
59 -134
Eurofins Raleigh
Page 109 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Lab Sample ID: MRL 752-2111/7
Matrix: Water
Analysis Batch: 2111
Analyte
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,1-Dichloropropene
1,2,3-Trichloropropane
1,2,4-Trichlorobenzene
1,2-Dibromo-3-Chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,3-Dichlorobenzene
1,3-Dichloropropane
1,4-Dichlorobenzene
2,2-Dichloropropane
2-Butanone (MEK)
2-Hexanone
3-Chloropropene
4-Methyl-2-pentanone (MIBK)
Acetone
Acetonitrile
Acrolein
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
Chloroprene
cis-1,2-Dichloroethene
cis-1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Dichlorodifluoromethane
Ethyl methacrylate
Ethylbenzene
Hexachlorobutadiene
lodomethane
Isobutyl alcohol
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
Added
MRL
Result
MRL
Qualifier
Unit
%Rec
D %Rec Limits
1.00
1.067
ug/L
107
1.00
0.9590
J
ug/L
96
1.00
1.216
ug/L
122
1.00
1.078
ug/L
108
1.00
0.9977
J
ug/L
100
1.00
0.8420
J
ug/L
84
1.00
0.9321
J
ug/L
93
1.00
0.9946
J
ug/L
99
1.00
3.075
ug/L
307
1.00
1.287
ug/L
129
1.00
1.146
ug/L
115
1.00
2.635
ug/L
263
1.00
1.030
ug/L
103
1.00
0.9370
J
ug/L
94
1.00
2.510
ug/L
251
1.00
0.9757
J
ug/L
98
1.00
2.492
ug/L
249
1.00
0.9312
J
ug/L
93
2.00
<10.0
ug/L
123
2.00
2.691
J
ug/L
135
1.00
0.6573
J
ug/L
66
2.00
2.262
J
ug/L
113
2.00
<10.0
ug/L
106
10.0
12.30
ug/L
123
5.00
5.207
J
ug/L
104
5.00
5.295
J
ug/L
106
1.00
0.9117
J
ug/L
91
1.00
0.7127
J
ug/L
71
1.00
1.130
ug/L
113
1.00
1.124
ug/L
112
1.00
0.7538
J
ug/L
75
2.00
2.168
J
ug/L
108
1.00
0.8812
J
ug/L
88
1.00
1.417
ug/L
142
1.00
1.060
ug/L
106
1.00
2.381
ug/L
238
1.00
0.5719
J
ug/L
57
1.00
0.7124
J
ug/L
71
1.00
0.9950
J
ug/L
100
1.00
0.8832
J
ug/L
88
1.00
1.101
ug/L
110
1.00
0.8935
J
ug/L
89
1.00
0.7157
J
ug/L
72
1.00
0.7578
J
ug/L
76
1.00
1.103
ug/L
110
1.00
2.173
ug/L
217
2.00
3.542
J
ug/L
177
20.0
39.31
J
ug/L
197
0
Page 110 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Lab Sample ID: MRL 752-2111/7
Matrix: Water
Analysis Batch: 2111
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
MRL
MRL
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec Limits
Methacrylonitrile
10.0
10.44
ug/L
104
Methyl methacrylate
1.00
0.7004
J
ug/L
70
Methylene Chloride
1.00
1.184
ug/L
118
Naphthalene
1.00
4.851
ug/L
485
Styrene
1.00
2.817
ug/L
282
Tetrachloroethene
1.00
1.019
ug/L
102
Tetrahydrofuran
1.00
<0.530
ug/L
0
Toluene
1.00
1.283
ug/L
128
trans- 1,2-Dichloroethene
1.00
0.9916
J
ug/L
99
trans- 1,3-Dichloropropene
1.00
0.9906
J
ug/L
99
trans- 1,4-Dichloro-2-butene
1.00
1.667
ug/L
167
Trichloroethene
1.00
1.090
ug/L
109
Trichlorofluoromethane
1.00
0.7324
J
ug/L
73
Vinyl acetate
2.00
1.634
J
ug/L
82
Vinyl chloride
1.00
0.7722
J
ug/L
77
Xylenes, Total
3.00
4.398
ug/L
147
MRL MRL
Surrogate %Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
97
53 - 136
Dibromofluoromethane (Surr)
84
67- 129
Toluene-d8 (Surr)
92
59 - 134
Lab Sample ID: MB 752-2118/9
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2118
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,1,2-Tetrachloroethane
<0.170
1.00
0.170
ug/L
04/05/23 16:45
1
1,1,1-Trichloroethane
<0.120
1.00
0.120
ug/L
04/05/23 16:45
1
1,1,2,2-Tetrachloroethane
<0.280
1.00
0.280
ug/L
04/05/23 16:45
1
1,1,2-Trichloroethane
<0.140
1.00
0.140
ug/L
04/05/23 16:45
1
1,1-Dichloroethane
<0.130
1.00
0.130
ug/L
04/05/23 16:45
1
1,1-Dichloroethene
<0.210
1.00
0.210
ug/L
04/05/23 16:45
1
1,2,3-Trichloropropane
<0.490
1.00
0.490
ug/L
04/05/23 16:45
1
1,2-Dibromo-3-Chloropropane
<0.480
1.00
0.480
ug/L
04/05/23 16:45
1
1,2-Dibromoethane
<0.660
1.00
0.660
ug/L
04/05/23 16:45
1
1,2-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/23 16:45
1
1,2-Dichloroethane
<0.210
1.00
0.210
ug/L
04/05/23 16:45
1
1,2-Dichloropropane
<0.100
1.00
0.100
ug/L
04/05/23 16:45
1
1,4-Dichlorobenzene
<0.190
1.00
0.190
ug/L
04/05/23 16:45
1
2-Butanone (MEK)
<10.0
20.0
10.0
ug/L
04/05/23 16:45
1
2-Hexanone
<0.880
5.00
0.880
ug/L
04/05/23 16:45
1
4-Methyl-2-pentanone (MIBK)
<1.10
5.00
1.10
ug/L
04/05/23 16:45
1
Acetone
<10.0
20.0
10.0
ug/L
04/05/23 16:45
1
Acrylonitrile
<3.50
10.0
3.50
ug/L
04/05/23 16:45
1
Benzene
<0.150
1.00
0.150
ug/L
04/05/23 16:45
1
Bromochloromethane
<0.480
1.00
0.480
ug/L
04/05/23 16:45
1
Bromodichloromethane
<0.170
1.00
0.170
ug/L
04/05/23 16:45
1
0
Eurofins Raleigh
Page 111 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: MB 752-2118/9
Client Sample
ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2118
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Bromoform
<0.220
1.00
0.220
ug/L
04/05/23 16:45
1
Bromomethane
<0.140
1.00
0.140
ug/L
04/05/23 16:45
1
Carbon disulfide
<1.50
5.00
1.50
ug/L
04/05/23 16:45
1
Carbon tetrachloride
<0.170
1.00
0.170
ug/L
04/05/23 16:45
1
Chlorobenzene
<0.170
1.00
0.170
ug/L
04/05/23 16:45
1
Chloroethane
<0.230
1.00
0.230
ug/L
04/05/23 16:45
1
Chloroform
1.526
1.00
0.180
ug/L
04/05/23 16:45
1
Chloromethane
<0.130
1.00
0.130
ug/L
04/05/23 16:45
1
cis-1,2-Dichloroethene
0.1500 J
1.00
0.150
ug/L
04/05/23 16:45
1
cis-1,3-Dichloropropene
<0.200
1.00
0.200
ug/L
04/05/23 16:45
1
Dibromochloromethane
<0.170
1.00
0.170
ug/L
04/05/23 16:45
1
Dibromomethane
<0.270
1.00
0.270
ug/L
04/05/23 16:45
1
Ethylbenzene
<0.130
1.00
0.130
ug/L
04/05/23 16:45
1
lodomethane
<1.70
5.00
1.70
ug/L
04/05/23 16:45
1
Methylene Chloride
<0.230
1.00
0.230
ug/L
04/05/23 16:45
1
Styrene
<0.110
1.00
0.110
ug/L
04/05/23 16:45
1
Tetrachloroethene
<0.170
1.00
0.170
ug/L
04/05/23 16:45
1
Toluene
<0.140
1.00
0.140
ug/L
04/05/23 16:45
1
trans- 1,2-Dichloroethene
<0.210
1.00
0.210
ug/L
04/05/23 16:45
1
trans- 1,3-Dichloropropene
<0.150
1.00
0.150
ug/L
04/05/23 16:45
1
trans- 1,4-Dichloro-2-butene
<0.700
1.00
0.700
ug/L
04/05/23 16:45
1
Trichloroethene
<0.150
1.00
0.150
ug/L
04/05/23 16:45
1
Trichlorofluoromethane
<0.240
1.00
0.240
ug/L
04/05/23 16:45
1
Vinyl acetate
<0.950
5.00
0.950
ug/L
04/05/23 16:45
1
Vinyl chloride
<0.320
1.00
0.320
ug/L
04/05/23 16:45
1
Xylenes, Total
<0.450
3.00
0.450
ug/L
04/05/23 16:45
1
MB MB
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
115
53 - 136
04105123 16:45
1
Dibromofluoromethane (Surr)
111
67- 129
04105123 16:45
1
Toluene-d8 (Surr)
105
59 - 134
04105123 16:45
1
Lab Sample ID: LCS 752-2118/5
Client
Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2118
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
1,1,1,2-Tetrachloroethane
20.0
19.10
ug/L
96
71-120
1,1,1-Trichloroethane
20.0
19.92
ug/L
100
72-143
1,1,2,2-Tetrachloroethane
20.0
19.98
ug/L
100
59-133
1,1,2-Trichloroethane
20.0
19.91
ug/L
100
67-120
1,1-Dichloroethane
20.0
19.58
ug/L
98
79-141
1,1-Dichloroethene
20.0
19.43
ug/L
97
75-133
1,2,3-Trichloropropane
20.0
19.16
ug/L
96
69-127
1,2-Dibromo-3-Chloropropane
20.0
20.81
ug/L
104
37-157
1,2-Dibromoethane
20.0
19.80
ug/L
99
66-123
1,2-Dichlorobenzene
20.0
19.13
ug/L
96
76 -120
1,2-Dichloroethane
20.0
21.04
ug/L
105
72 -151
Eurofins Raleigh
Page 112 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Lab Sample ID: LCS 752-211815
Matrix: Water
Analysis Batch: 2118
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Analyte
Spike
Added
LCS LCS
Result Qualifier
Unit
D %Rec
%Rec
Limits
1,2-Dichloropropane
20.0
20.51
ug/L
103
78 -125
1,4-Dichlorobenzene
20.0
18.81
ug/L
94
76 -122
2-Butanone (MEK)
40.0
41.69
ug/L
104
36 -135
2-Hexanone
40.0
52.21
ug/L
131
36 -191
4-Methyl-2-pentanone (MIBK)
40.0
54.99
ug/L
137
56-166
Acetone
40.0
43.44
ug/L
109
10 -158
Acrylonitrile
60.0
66.19
ug/L
110
10 - 200
Benzene
20.0
19.51
ug/L
98
80-134
Bromochloromethane
20.0
17.41
ug/L
87
74 -128
Bromodichloromethane
20.0
20.91
ug/L
105
72 -129
Bromoform
20.0
19.23
ug/L
96
73 -120
Bromomethane
20.0
23.13
ug/L
116
38 -189
Carbon disulfide
20.0
18.44
ug/L
92
65 -173
Carbon tetrachloride
20.0
22.16
ug/L
111
68 -142
Chlorobenzene
20.0
18.75
ug/L
94
80 -120
Chloroethane
20.0
36.03
ug/L
180
45 - 213
Chloroform
20.0
18.50
ug/L
93
78 -138
Chloromethane
20.0
23.17
ug/L
116
56 -171
cis-1,2-Dichloroethene
20.0
18.80
ug/L
94
69 -120
cis-1,3-Dichloropropene
20.0
21.09
ug/L
105
63 -125
Dibromochloromethane
20.0
19.65
ug/L
98
73 -120
Dibromomethane
20.0
20.32
ug/L
102
76 -124
Ethylbenzene
20.0
18.83
ug/L
94
68 -124
lodomethane
20.0
17.83
ug/L
89
34 -140
Methylene Chloride
20.0
18.33
ug/L
92
68 -128
Styrene
20.0
16.49
ug/L
82
73 -120
Tetrachloroethene
20.0
21.19
ug/L
106
40 -181
Toluene
20.0
18.31
ug/L
92
71 -120
trans- 1,2-Dichloroethene
20.0
17.16
ug/L
86
75-139
trans- 1,3-Dichloropropene
20.0
23.21
ug/L
116
65-152
trans- 1,4-Dichloro-2-butene
20.0
23.51
ug/L
118
10-142
Trichloroethene
20.0
18.72
ug/L
94
74 -120
Trichlorofluoromethane
20.0
43.58 *+
ug/L
218
68 -183
Vinyl acetate
20.0
25.16
ug/L
126
10 -198
Vinyl chloride
20.0
33.42 .+
ug/L
167
49 -150
Xylenes, Total
60.0
57.85
ug/L
96
77 -121
LCS LCS
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
119
53 - 136
Dibromofluoromethane (Surr)
115
67 - 129
Toluene-d8 (Surr)
109
59 - 134
Lab Sample ID: LCSD 752-2118/6
Matrix: Water
Analysis Batch: 2118
Spike
Analyte Added
1,1,1,2-Tetrachloroethane 20.0
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
LCSD LCSD
Result Qualifier Unit
19.27 ug/L
%Rec RPD
D %Rec Limits RPD Limit
96 71-120 1 16
Eurofins Raleigh
0
Page 113 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID:
752-4652-1
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: LCSD 752-2118/6
Client Sample
ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2118
Spike
LCSD LCSD
%Rec
RPD
Analyte
Added
Result Qualifier Unit
D %Rec
Limits
RPD
Limit
1,1,1-Trichloroethane
20.0
19.87
ug/L
99
72-143
0
18
1,1,2,2-Tetrachloroethane
20.0
18.43
ug/L
92
59-133
8
16
1,1,2-Trichloroethane
20.0
19.61
ug/L
98
67-120
2
18
1,1-Dichloroethane
20.0
18.57
ug/L
93
79-141
5
19
1,1-Dichloroethene
20.0
18.59
ug/L
93
75-133
4
20
1,2,3-Trichloropropane
20.0
18.20
ug/L
91
69-127
5
17
1,2-Dibromo-3-Chloropropane
20.0
20.85
ug/L
104
37-157
0
18
1,2-Dibromoethane
20.0
18.43
ug/L
92
66-123
7
15
1,2-Dichlorobenzene
20.0
18.64
ug/L
93
76 -120
3
16
1,2-Dichloroethane
20.0
20.76
ug/L
104
72 -151
1
16
1,2-Dichloropropane
20.0
20.04
ug/L
100
78 -125
2
19
1,4-Dichlorobenzene
20.0
18.22
ug/L
91
76 -122
3
16
2-Butanone (MEK)
40.0
44.58
ug/L
111
36 -135
7
19
2-Hexanone
40.0
50.43
ug/L
126
36 -191
3
17
4-Methyl-2-pentanone (MIBK)
40.0
52.32
ug/L
131
56-166
5
19
Acetone
40.0
38.31
ug/L
96
10 -158
13
78
Acrylonitrile
60.0
64.06
ug/L
107
10 - 200
3
36
Benzene
20.0
18.67
ug/L
93
80 -134
4
17
Bromochloromethane
20.0
17.19
ug/L
86
74 -128
1
18
Bromodichloromethane
20.0
20.29
ug/L
101
72 -129
3
16
Bromoform
20.0
18.30
ug/L
91
73 -120
5
44
Bromomethane
20.0
23.63
ug/L
118
38 -189
2
27
Carbon disulfide
20.0
17.82
ug/L
89
65 -173
3
38
Carbon tetrachloride
20.0
21.15
ug/L
106
68 -142
5
17
Chlorobenzene
20.0
18.62
ug/L
93
80 -120
1
16
Chloroethane
20.0
36.84
ug/L
184
45 - 213
2
26
Chloroform
20.0
18.16
ug/L
91
78 -138
2
17
Chloromethane
20.0
24.02
ug/L
120
56 -171
4
28
cis-1,2-Dichloroethene
20.0
18.12
ug/L
91
69 -120
4
18
cis-1,3-Dichloropropene
20.0
20.36
ug/L
102
63 -125
4
17
Dibromochloromethane
20.0
18.71
ug/L
94
73 -120
5
16
Dibromomethane
20.0
19.75
ug/L
99
76 -124
3
15
Ethylbenzene
20.0
18.43
ug/L
92
68 -124
2
16
lodomethane
20.0
16.93
ug/L
85
34 -140
5
15
Methylene Chloride
20.0
17.35
ug/L
87
68 -128
5
17
Styrene
20.0
15.90
ug/L
79
73 -120
4
23
Tetrachloroethene
20.0
20.17
ug/L
101
40 -181
5
26
Toluene
20.0
17.77
ug/L
89
71 -120
3
17
trans- 1,2-Dichloroethene
20.0
16.36
ug/L
82
75-139
5
19
trans- 1,3-Dichloropropene
20.0
22.76
ug/L
114
65-152
2
16
trans- 1,4-Dichloro-2-butene
20.0
22.83
ug/L
114
10-142
3
28
Trichloroethene
20.0
18.15
ug/L
91
74 -120
3
22
Trichlorofluoromethane
20.0
44.48 .+
ug/L
222
68 -183
2
22
Vinyl acetate
20.0
24.02
ug/L
120
10 -198
5
21
Vinyl chloride
20.0
35.18 *+
ug/L
176
49 -150
5
27
Xylenes, Total
60.0
55.86
ug/L
93
77 -121
4
16
Eurofins Raleigh
Page 114 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: LCSD 752-2118/6 Client Sample ID: Lab Control Sample Dup
Matrix: Water Prep Type: Total/NA
Analysis Batch: 2118
Surrogate
4-Bromofluorobenzene (Surr)
Dibromofluoromethane (Surr)
Toluene-d8 (Surr)
LCSD LCSD
%Recovery Qualifier Limits
113 53 - 136
111 67- 129
109 59 - 134
Lab Sample ID: MRL 752-2118/4
Matrix: Water
Analysis Batch: 2118
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
MRL
MRL
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec Limits
1,1,1,2-Tetrachloroethane
1.00
1.125
ug/L
112
1,1,1-Trichloroethane
1.00
1.025
ug/L
103
1,1,2,2-Tetrachloroethane
1.00
1.073
ug/L
107
1,1,2-Trichloroethane
1.00
1.195
ug/L
120
1,1-Dichloroethane
1.00
1.018
ug/L
102
1,1-Dichloroethene
1.00
1.571
ug/L
157
1,2,3-Trichloropropane
1.00
1.078
ug/L
108
1,2-Dibromo-3-Chloropropane
1.00
1.016
ug/L
102
1,2-Dibromoethane
1.00
1.130
ug/L
113
1,2-Dichlorobenzene
1.00
0.9575
J
ug/L
96
1,2-Dichloroethane
1.00
1.152
ug/L
115
1,2-Dichloropropane
1.00
1.106
ug/L
ill
1,4-Dichlorobenzene
1.00
1.188
ug/L
119
2-Butanone (MEK)
2.00
<10.0
ug/L
180
2-Hexanone
2.00
2.764
J
ug/L
138
4-Methyl-2-pentanone (MIBK)
2.00
2.480
J
ug/L
124
Acetone
2.00
<10.0
ug/L
109
Acrylonitrile
5.00
5.671
J
ug/L
113
Benzene
1.00
1.104
ug/L
110
Bromochloromethane
1.00
1.038
ug/L
104
Bromodichloromethane
1.00
1.196
ug/L
120
Bromoform
1.00
1.455
ug/L
145
Bromomethane
1.00
1.707
ug/L
171
Carbon disulfide
2.00
2.326
J
ug/L
116
Carbon tetrachloride
1.00
1.111
ug/L
ill
Chlorobenzene
1.00
1.007
ug/L
101
Chloroethane
1.00
1.482
ug/L
148
Chloroform
1.00
1.158
ug/L
116
Chloromethane
1.00
1.374
ug/L
137
cis-1,2-Dichloroethene
1.00
1.089
ug/L
109
cis-1,3-Dichloropropene
1.00
1.050
ug/L
105
Dibromochloromethane
1.00
1.050
ug/L
105
Dibromomethane
1.00
1.009
ug/L
101
Ethylbenzene
1.00
0.9208
J
ug/L
92
Iodomethane
2.00
3.632
J
ug/L
182
Methylene Chloride
1.00
1.331
ug/L
133
Styrene
1.00
1.243
ug/L
124
Tetrachloroethene
1.00
1.004
ug/L
100
Toluene
1.00
1.137
ug/L
114
Eurofins Raleigh
Page 115 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Lab Sample ID: MRL 752-2118/4
Matrix: Water
Analysis Batch: 2118
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
MRL
MRL
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec Limits
trans- 1,2-Dichloroethene
1.00
1.027
ug/L
103
trans- 1,3-Dichloropropene
1.00
1.017
ug/L
102
trans- 1,4-Dichloro-2-butene
1.00
<0.700
ug/L
51
Trichloroethene
1.00
1.174
ug/L
117
Trichlorofluoromethane
1.00
1.591
ug/L
159
Vinyl acetate
2.00
2.026
J
ug/L
101
Vinyl chloride
1.00
1.409
ug/L
141
Xylenes, Total
3.00
2.762
J
ug/L
92
MRL MRL
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
111
53 - 136
Dibromofluoromethane (Surr)
115
67 - 129
Toluene-d8 (Surr)
107
59 - 134
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
Lab Sample ID: MB 680-769544/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769649
Prep Batch: 769544
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,2,4,5-Tetrachlorobenzene
<4.50
10.0
4.50
ug/L
03/24/23 14:39
03/25/23 17:46
1
2,3,4,6-Tetrachlorophenol
<4.30
10.0
4.30
ug/L
03/24/23 14:39
03/25/23 17:46
1
2,4,5-Trichlorophenol
<3.30
10.0
3.30
ug/L
03/24/23 14:39
03/25/23 17:46
1
2,4,6-Trichlorophenol
<2.20
10.0
2.20
ug/L
03/24/23 14:39
03/25/23 17:46
1
2,4-Dichlorophenol
<3.70
10.0
3.70
ug/L
03/24/23 14:39
03/25/23 17:46
1
2,4-Dimethylphenol
<3.00
10.0
3.00
ug/L
03/24/23 14:39
03/25/23 17:46
1
2,4-Dinitrophenol
<16.0
50.0
16.0
ug/L
03/24/23 14:39
03/25/23 17:46
1
2,4-Dinitrotoluene
<2.30
10.0
2.30
ug/L
03/24/23 14:39
03/25/23 17:46
1
2,6-Dinitrotoluene
<2.80
10.0
2.80
ug/L
03/24/23 14:39
03/25/23 17:46
1
2-Chloronaphthalene
<4.80
10.0
4.80
ug/L
03/24/23 14:39
03/25/23 17:46
1
2-Chlorophenol
<3.20
10.0
3.20
ug/L
03/24/23 14:39
03/25/23 17:46
1
2-Methylphenol
<1.80
10.0
1.80
ug/L
03/24/23 14:39
03/25/23 17:46
1
2-Nitroaniline
<2.90
50.0
2.90
ug/L
03/24/23 14:39
03/25/23 17:46
1
2-Nitrophenol
<3.90
10.0
3.90
ug/L
03/24/23 14:39
03/25/23 17:46
1
3 & 4 Methylphenol
<1.40
10.0
1.40
ug/L
03/24/23 14:39
03/25/23 17:46
1
3,3'-Dichlorobenzidine
<10.0
60.0
10.0
ug/L
03/24/23 14:39
03/25/23 17:46
1
3-Nitroaniline
<3.00
50.0
3.00
ug/L
03/24/23 14:39
03/25/23 17:46
1
4,6-Dinitro-2-methylphenol
<5.30
50.0
5.30
ug/L
03/24/23 14:39
03/25/23 17:46
1
4-Bromophenyl phenyl ether
<4.70
10.0
4.70
ug/L
03/24/23 14:39
03/25/23 17:46
1
4-Chloro-3-methylphenol
<2.50
10.0
2.50
ug/L
03/24/23 14:39
03/25/23 17:46
1
4-Chloroaniline
<1.00
20.0
1.00
ug/L
03/24/23 14:39
03/25/23 17:46
1
4-Chlorophenyl phenyl ether
<5.30
10.0
5.30
ug/L
03/24/23 14:39
03/25/23 17:46
1
4-Nitroaniline
<3.00
50.0
3.00
ug/L
03/24/23 14:39
03/25/23 17:46
1
4-Nitrophenol
<8.10
50.0
8.10
ug/L
03/24/23 14:39
03/25/23 17:46
1
Acenaphthene
<4.40
10.0
4.40
ug/L
03/24/23 14:39
03/25/23 17:46
1
Acenaphthylene
<3.60
10.0
3.60
ug/L
03/24/23 14:39
03/25/23 17:46
1
Acetophenone
<2.20
10.0
2.20
ug/L
03/24/23 14:39
03/25/23 17:46
1
Anthracene
<3.60
10.0
3.60
ug/L
03/24/23 14:39
03/25/23 17:46
1
0
Eurofins Raleigh
Page 116 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
(Continued)
Lab Sample ID: MB 680-769544/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769649
Prep Batch: 769544
MB
MB
Analyte
Result
Qualifier RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Benzo[a]anthracene
<4.20
10.0
4.20
ug/L
03/24/23 14:39
03/25/23 17:46
1
Benzo[a]pyrene
<2.80
10.0
2.80
ug/L
03/24/23 14:39
03/25/23 17:46
1
Benzo[b]fluoranthene
<3.10
10.0
3.10
ug/L
03/24/23 14:39
03/25/23 17:46
1
Benzo[g,h,i]perylene
<3.00
10.0
3.00
ug/L
03/24/23 14:39
03/25/23 17:46
1
Benzo[k]fluoranthene
<2.90
10.0
2.90
ug/L
03/24/23 14:39
03/25/23 17:46
1
Benzyl alcohol
<2.60
10.0
2.60
ug/L
03/24/23 14:39
03/25/23 17:46
1
bis (2-chloroisopropyl) ether
<3.10
10.0
3.10
ug/L
03/24/23 14:39
03/25/23 17:46
1
Bis(2-chloroethoxy)methane
<1.80
10.0
1.80
ug/L
03/24/23 14:39
03/25/23 17:46
1
Bis(2-chloroethyl)ether
<3.60
10.0
3.60
ug/L
03/24/23 14:39
03/25/23 17:46
1
Bis(2-ethylhexyl) phthalate
<3.00
10.0
3.00
ug/L
03/24/23 14:39
03/25/23 17:46
1
Butyl benzyl phthalate
<2.80
10.0
2.80
ug/L
03/24/23 14:39
03/25/23 17:46
1
Chrysene
<3.80
10.0
3.80
ug/L
03/24/23 14:39
03/25/23 17:46
1
Dibenz(a,h)anthracene
<3.00
10.0
3.00
ug/L
03/24/23 14:39
03/25/23 17:46
1
Dibenzofuran
<1.90
10.0
1.90
ug/L
03/24/23 14:39
03/25/23 17:46
1
Diethyl phthalate
<2.20
10.0
2.20
ug/L
03/24/23 14:39
03/25/23 17:46
1
Di-n-butyl phthalate
<2.30
10.0
2.30
ug/L
03/24/23 14:39
03/25/23 17:46
1
Di-n-octyl phthalate
<2.80
10.0
2.80
ug/L
03/24/23 14:39
03/25/23 17:46
1
Fluoranthene
<1.60
10.0
1.60
ug/L
03/24/23 14:39
03/25/23 17:46
1
Fluorene
<3.40
10.0
3.40
ug/L
03/24/23 14:39
03/25/23 17:46
1
Hexachlorobenzene
<1.60
10.0
1.60
ug/L
03/24/23 14:39
03/25/23 17:46
1
Hexachlorocyclopentadiene
<3.50
10.0
3.50
ug/L
03/24/23 14:39
03/25/23 17:46
1
Hexachloroethane
<3.60
10.0
3.60
ug/L
03/24/23 14:39
03/25/23 17:46
1
Indeno[1,2,3-cd]pyrene
<4.30
10.0
4.30
ug/L
03/24/23 14:39
03/25/23 17:46
1
Isophorone
<2.00
10.0
2.00
ug/L
03/24/23 14:39
03/25/23 17:46
1
Nitrobenzene
<3.50
10.0
3.50
ug/L
03/24/23 14:39
03/25/23 17:46
1
N-Nitrosodimethylamine
<2.10
10.0
2.10
ug/L
03/24/23 14:39
03/25/23 17:46
1
N-N itrosod i-n-propylamine
<2.40
10.0
2.40
ug/L
03/24/23 14:39
03/25/23 17:46
1
N-Nitrosodiphenylamine
<2.90
10.0
2.90
ug/L
03/24/23 14:39
03/25/23 17:46
1
Phenanthrene
<4.30
10.0
4.30
ug/L
03/24/23 14:39
03/25/23 17:46
1
Phenol
<1.50
10.0
1.50
ug/L
03/24/23 14:39
03/25/23 17:46
1
Pyrene
<3.70
10.0
3.70
ug/L
03/24/23 14:39
03/25/23 17:46
1
MB
MB
Surrogate %Recovery
Qualifier Limits
Prepared
Analyzed
Dil Fac
2,4, 6-Tribromophenol (Surr)
73
30 - 130
03/24/23 14:39
03/25/23 17:46
1
2-Fluorobiphenyl (Surr)
63
25- 130
03/24/23 14:39
03/25/23 17:46
1
2-Fluorophenol (Surr)
33
10 - 130
03/24/23 14:39
03/25/23 17:46
1
Nitrobenzene-d5 (Surr)
68
30 - 130
03/24/23 14:39
03125123 17:46
1
Phenol-d5 (Surr)
23
10 - 130
03/24/23 14:39
03125123 17:46
1
Terphenyl-d14 (Surr)
75
35- 131
03/24/23 14:39
03125123 17:46
1
Lab Sample ID: LCS 680-769544/2-A
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769649
Prep Batch: 769544
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
1,2,4,5-Tetrachlorobenzene
200
127.1
ug/L
64
21-130
2,3,4,6-Tetrachlorophenol
200
174.3
ug/L
87
27 -130
2,4,5-Trichlorophenol
200
156.1
ug/L
78
26 -130
Eurofins Raleigh
Page 117 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Lab Sample ID: LCS 680-769544/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769649
Prep Batch: 769544
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
2,4,6-Trichlorophenol
200
157.2
ug/L
79
28 -130
2,4-Dichlorophenol
200
140.0
ug/L
70
27 -130
2,4-Dimethylphenol
200
121.3
ug/L
61
26 -130
2,4-Dinitrophenol
400
591.7 .+
ug/L
148
23 -130
2,4-Dinitrotoluene
200
190.9
ug/L
95
37-130
2,6-Dinitrotoluene
200
185.3
ug/L
93
35-130
2-Chloronaphthalene
200
132.1
ug/L
66
25 -130
2-Chlorophenol
200
117.7
ug/L
59
24 -130
2-Methylphenol
200
108.7
ug/L
54
21 -130
2-Nitroaniline
200
195.7
ug/L
98
36 -130
2-Nitrophenol
200
174.2
ug/L
87
27 -130
3 & 4 Methylphenol
200
103.3
ug/L
52
19 -130
3,3'-Dichlorobenzidine
200
222.8
ug/L
111
35 -130
3-Nitroaniline
200
177.6
ug/L
89
14 -130
4,6-Dinitro-2-methylphenol
400
518.1
ug/L
130
38 -130
4-Bromophenyl phenyl ether
200
145.4
ug/L
73
34 -130
4-Chloro-3-methylphenol
200
158.7
ug/L
79
28 -130
4-Chloroaniline
200
122.1
ug/L
61
10 -130
4-Chlorophenyl phenyl ether
200
141.7
ug/L
71
31 -130
4-Nitroaniline
200
185.6
ug/L
93
36 -130
4-Nitrophenol
400
153.6
ug/L
38
10 -130
Acenaphthene
200
141.0
ug/L
71
28-130
Acenaphthylene
200
149.6
ug/L
75
31-130
Acetophenone
200
132.0
ug/L
66
28-130
Anthracene
200
150.5
ug/L
75
36-130
Benzo[a]anthracene
200
155.7
ug/L
78
34 -130
Benzo[a]pyrene
200
154.2
ug/L
77
36 -130
Benzo[b]fluoranthene
200
147.2
ug/L
74
35 -130
Benzo[g,h,i]perylene
200
154.8
ug/L
77
35-130
Benzo[k]fluoranthene
200
160.0
ug/L
80
34 -130
Benzyl alcohol
200
107.8
ug/L
54
21 -130
bis (2-chloroisopropyl) ether
200
114.6
ug/L
57
33 -130
Bis(2-chloroethoxy)methane
200
134.9
ug/L
67
31 -130
Bis(2-chloroethyl)ether
200
123.0
ug/L
62
30 -130
Bis(2-ethylhexyl) phthalate
200
161.5
ug/L
81
33 -138
Butyl benzyl phthalate
200
168.7
ug/L
84
35 -135
Chrysene
200
146.9
ug/L
73
33-130
Dibenz(a,h)anthracene
200
156.5
ug/L
78
35-130
Dibenzofuran
200
146.9
ug/L
73
31 -130
Diethyl phthalate
200
158.5
ug/L
79
36 -130
Di-n-butyl phthalate
200
166.7
ug/L
83
35 -130
Di-n-octyl phthalate
200
169.5
ug/L
85
34 -139
Fluoranthene
200
164.0
ug/L
82
35 -130
Fluorene
200
145.9
ug/L
73
33 -130
Hexachlorobenzene
200
143.0
ug/L
71
30-130
Hexachlorocyclopentadiene
200
109.6
ug/L
55
15 -130
Hexachloroethane
200
113.1
ug/L
57
12 -130
Indeno[1,2,3-cd]pyrene
200
162.2
ug/L
81
34-130
Isophorone
200
141.2
ug/L
71
27 -130
0
Eurofins Raleigh
Page 118 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Lab Sample ID: LCS 680-769544/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769649
Prep Batch: 769544
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
Nitrobenzene
200
138.0
ug/L
69
32 -130
N-Nitrosodimethylamine
200
78.04
ug/L
39
15-130
N-Nitrosodi-n-propylamine
200
133.2
ug/L
67
33-130
N-Nitrosodiphenylamine
200
148.8
ug/L
74
35-130
Phenanthrene
200
150.4
ug/L
75
36 -130
Phenol
200
52.82
ug/L
26
10 -130
Pyrene
200
151.9
ug/L
76
33 -130
Surrogate
LCS LCS
%Recovery Qualifier
Limits
2,4,6-Tribromophenol (Surr)
81
30- 130
2-Fluorobiphenyl (Surr)
60
25 - 130
2-Fluorophenol (Surr)
33
10 - 130
Nitrobenzene-d5 (Surr)
66
30 - 130
Phenol-d5 (Surr)
23
10 - 130
Terphenyl-d14 (Surr)
67
35- 131
Lab Sample ID: 752-4652-3 MS
Matrix: Ground Water
Analysis Batch: 769649
Analyte
Sample
Result
Sample
Qualifier
Spike
Added
MS
Result
MS
Qualifier
Unit
1,2,4,5-Tetrachlorobenzene
<4.80
198
119.3
ug/L
2,3,4,6-Tetrachlorophenol
<4.59
198
177.5
ug/L
2,4,5-Trichlorophenol
<3.52
198
157.9
ug/L
2,4,6-Trichlorophenol
<2.35
198
152.9
ug/L
2,4-Dichlorophenol
<3.95
198
139.3
ug/L
2,4-Dimethylphenol
<3.20
198
121.1
ug/L
2,4-Dinitrophenol
<17.1
F1 '+
396
605.2
F1
ug/L
2,4-Dinitrotoluene
<2.46
198
191.3
ug/L
2,6-Dinitrotoluene
<2.99
198
183.0
ug/L
2-Chloronaphthalene
<5.12
198
127.2
ug/L
2-Chlorophenol
<3.42
198
118.1
ug/L
2-Methylphenol
<1.92
198
108.6
ug/L
2-Nitroaniline
<3.10
198
195.5
ug/L
2-Nitrophenol
<4.16
198
170.4
ug/L
3 & 4 Methylphenol
<1.49
198
101.9
ug/L
3,3'-Dichlorobenzidine
<10.7
198
107.9
ug/L
3-Nitroaniline
<3.20
198
170.9
ug/L
4,6-Dinitro-2-methylphenol
<5.66
F1
396
521.1
F1
ug/L
4-Bromophenyl phenyl ether
<5.02
198
138.7
ug/L
4-Chloro-3-methylphenol
<2.67
198
157.6
ug/L
4-Chloroaniline
<1.07
198
115.3
ug/L
4-Chlorophenyl phenyl ether
<5.66
198
132.9
ug/L
4-Nitroaniline
<3.20
198
193.6
ug/L
4-Nitrophenol
<8.65
396
157.4
ug/L
Acenaphthene
<4.70
198
133.4
ug/L
Acenaphthylene
<3.84
198
142.5
ug/L
Acetophenone
<2.35
198
124.3
ug/L
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Prep Batch: 769544
%Rec
D %Rec Limits
60 21 -130
90 27-130
80 26-130
77 28-130
70 27-130
61 26-130
153 23-130
96 37-130
92 35-130
64 25-130
60 24-130
55 21 -130
99 36-130
86 27-130
51 19-130
54 35-130
86 14-130
131 38-130
70 34-130
79 28-130
58 10-130
67 31 -130
98 36-130
40 10-130
67 28-130
72 31 -130
63 28-130
0
Eurofins Raleigh
Page 119 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Lab Sample ID: 752-4652-3 MS
Matrix: Ground Water
Analysis Batch: 769649
Sample
Sample
Spike
MS
MS
Analyte
Result
Qualifier
Added
Result
Qualifier
Unit
Anthracene
<3.84
198
150.2
ug/L
Benzo[a]anthracene
<4.48
198
155.0
ug/L
Benzo[a]pyrene
<2.99
198
158.2
ug/L
Benzo[k]fluoranthene
<3.31
198
164.4
ug/L
Benzo[g,h,i]perylene
<3.20
198
156.4
ug/L
Benzo[k]fluoranthene
<3.10
198
151.2
ug/L
Benzyl alcohol
<2.78
198
108.6
ug/L
bis (2-chloroisopropyl) ether
<3.31
198
107.7
ug/L
Bis(2-chloroethoxy)methane
<1.92
198
128.1
ug/L
Bis(2-chloroethyl)ether
<3.84
198
119.4
ug/L
Bis(2-ethylhexyl) phthalate
<3.20
198
165.1
ug/L
Butyl benzyl phthalate
<2.99
198
173.3
ug/L
Chrysene
<4.06
198
151.6
ug/L
Dibenz(a,h)anthracene
<3.20
198
158.6
ug/L
Dibenzofuran
<2.03
198
141.4
ug/L
Diethyl phthalate
<2.35
198
156.9
ug/L
Di-n-butyl phthalate
<2.46
198
165.9
ug/L
Di-n-octyl phthalate
<2.99
198
173.4
ug/L
Fluoranthene
<1.71
198
163.8
ug/L
Fluorene
<3.63
198
142.4
ug/L
Hexachlorobenzene
<1.71
198
136.1
ug/L
Hexachlorocyclopentadiene
<3.74
198
101.7
ug/L
Hexachloroethane
<3.84
198
102.9
ug/L
Indeno[1,2,3-cd]pyrene
<4.59
198
161.4
ug/L
Isophorone
<2.14
198
131.4
ug/L
Nitrobenzene
<3.74
198
130.9
ug/L
N-Nitrosodimethylamine
<2.24
198
79.32
ug/L
N-Nitrosodi-n-propylamine
<2.56
198
123.2
ug/L
N-Nitrosodiphenylamine
<3.10
198
145.9
ug/L
Phenanthrene
<4.59
198
150.1
ug/L
Phenol
<1.60
198
53.73
ug/L
Pyrene
<3.95
198
154.1
ug/L
MS
MS
Surrogate
%Recovery
Qualifier
Limits
2,4,6-Tribromophenol (Surr)
81
30- 130
2-Fluorobiphenyl (Surr)
57
25- 130
2-Fluorophenol (Surr)
34
10 - 130
Nitrobenzene-d5 (Surr)
63
30 - 130
Phenol-d5 (Surr)
23
10 - 130
Terphenyl-d14 (Surr)
67
35- 131
Lab Sample ID: 752-4652-3 MSD
Matrix: Ground Water
Analysis Batch: 769649
Sample
Sample
Spike
MSD
MSD
Analyte
Result
Qualifier
Added
Result
Qualifier
Unit
1,2,4,5-Tetrachlorobenzene
<4.80
198
116.1
ug/L
2,3,4,6-Tetrachlorophenol
<4.59
198
176.1
ug/L
Job ID: 752-4652-1
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Prep Batch:769544
%Rec
D %Rec Limits
76 36-130
78 34-130
80 36-130
83 35-130
79 35-130
76 34-130
55 21 -130
54 33-130
65 31 -130
60 30-130
83 33-138
87 35-135
76 33-130
80 35-130
71 31 -130
79 36-130
84 35-130
87 34-139
83 35-130
72 33-130
69 30-130
51 15-130
52 12-130
81 34-130
66 27-130
66 32-130
40 15-130
62 33-130
74 35-130
76 36-130
27 10-130
78 33-130
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Prep Batch:769544
%Rec RPD
D %Rec Limits RPD Limit
59 21-130 3 50
89 27-130 1 50
Eurofins Raleigh
Page 120 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Lab Sample ID: 752-4652-3 MSD
Matrix: Ground Water
Analysis Batch: 769649
Analyte
Sample
Result
Sample
Qualifier
Spike
Added
MSD
Result
MSD
Qualifier
Unit
2,4,5-Trichlorophenol
<3.52
198
155.0
ug/L
2,4,6-Trichlorophenol
<2.35
198
148.4
ug/L
2,4-Dichlorophenol
<3.95
198
128.8
ug/L
2,4-Dimethylphenol
<3.20
198
108.1
ug/L
2,4-Dinitrophenol
<17.1
F1.+
397
627.2
F1
ug/L
2,4-Dinitrotoluene
<2.46
198
190.5
ug/L
2,6-Dinitrotoluene
<2.99
198
178.9
ug/L
2-Chloronaphthalene
<5.12
198
120.3
ug/L
2-Chlorophenol
<3.42
198
111.6
ug/L
2-Methylphenol
<1.92
198
102.9
ug/L
2-Nitroaniline
<3.10
198
189.6
ug/L
2-Nitrophenol
<4.16
198
157.8
ug/L
3 & 4 Methylphenol
<1.49
198
95.32
ug/L
3,3'-Dichlorobenzidine
<10.7
198
92.92
ug/L
3-Nitroaniline
<3.20
198
171.3
ug/L
4,6-Dinitro-2-methylphenol
<5.66
F1
397
520.5
F1
ug/L
4-Bromophenyl phenyl ether
<5.02
198
137.6
ug/L
4-Chloro-3-methylphenol
<2.67
198
145.1
ug/L
4-Chloroaniline
<1.07
198
103.8
ug/L
4-Chlorophenyl phenyl ether
<5.66
198
130.0
ug/L
4-Nitroaniline
<3.20
198
190.6
ug/L
4-Nitrophenol
<8.65
397
160.9
ug/L
Acenaphthene
<4.70
198
128.6
ug/L
Acenaphthylene
<3.84
198
136.7
ug/L
Acetophenone
<2.35
198
116.1
ug/L
Anthracene
<3.84
198
150.3
ug/L
Benzo[a]anthracene
<4.48
198
156.4
ug/L
Benzo[a]pyrene
<2.99
198
156.6
ug/L
Benzo[b]fluoranthene
<3.31
198
161.4
ug/L
Benzo[g,h,i]perylene
<3.20
198
153.2
ug/L
Benzo[k]fluoranthene
<3.10
198
150.0
ug/L
Benzyl alcohol
<2.78
198
101.5
ug/L
bis (2-chloroisopropyl) ether
<3.31
198
104.0
ug/L
Bis(2-chloroethoxy)methane
<1.92
198
118.8
ug/L
Bis(2-chloroethyl)ether
<3.84
198
114.5
ug/L
Bis(2-ethylhexyl) phthalate
<3.20
198
166.6
ug/L
Butyl benzyl phthalate
<2.99
198
176.8
ug/L
Chrysene
<4.06
198
154.2
ug/L
Dibenz(a,h)anthracene
<3.20
198
156.6
ug/L
Dibenzofuran
<2.03
198
134.9
ug/L
Diethyl phthalate
<2.35
198
156.2
ug/L
Di-n-butyl phthalate
<2.46
198
164.9
ug/L
Di-n-octyl phthalate
<2.99
198
174.3
ug/L
Fluoranthene
<1.71
198
162.5
ug/L
Fluorene
<3.63
198
137.7
ug/L
Hexachlorobenzene
<1.71
198
133.5
ug/L
Hexachlorocyclopentadiene
<3.74
198
102.0
ug/L
Hexachloroethane
<3.84
198
104.3
ug/L
Indeno[1,2,3-cd]pyrene
<4.59
198
158.5
ug/L
Job ID: 752-4652-1
Client
Sample ID:
4501-MW8
Prep Type:
Total/NA
Prep Batch:769544
%Rec
RPD
D %Rec
Limits
RPD
Limit
78
26-130
2
50
75
28-130
3
50
65
27-130
8
50
54
26-130
11
50
158
23-130
4
50
96
37-130
0
50
90
35-130
2
50
61
25-130
6
50
56
24-130
6
50
52
21-130
5
50
96
36-130
3
50
80
27-130
8
50
48
19-130
7
50
47
35-130
15
50
86
14-130
0
50
131
38-130
0
50
69
34-130
1
50
73
28-130
8
50
52
10-130
10
50
66
31 -130
2
50
96
36-130
2
50
41
10-130
2
50
65
28-130
4
50
69
31-130
4
50
59
28-130
7
50
76
36-130
0
50
79
34-130
1
50
79
36-130
1
50
81
35-130
2
50
77
35-130
2
50
76
34-130
1
50
51
21-130
7
50
52
33-130
4
50
60
31-130
8
50
58
30-130
4
50
84
33-138
1
50
89
35-135
2
50
78
33-130
2
50
79
35-130
1
50
68
31-130
5
50
79
36-130
0
50
83
35-130
1
50
88
34-139
1
50
82
35-130
1
50
69
33-130
3
50
67
30-130
2
50
51
15-130
0
50
53
12-130
1
50
80
34-130
2
50
Eurofins Raleigh
Page 121 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Lab Sample ID: 752-4652-3 MSD
Matrix: Ground Water
Analysis Batch: 769649
Job ID: 752-4652-1
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Prep Batch:769544
Sample Sample
Spike
MSD MSD
%Rec
RPD
Analyte
Result Qualifier
Added
Result Qualifier
Unit
D %Rec
Limits RPD
Limit
Isophorone
<2.14
198
121.6
ug/L
61
27-130 8
50
Nitrobenzene
<3.74
198
121.9
ug/L
61
32-130 7
50
N-Nitrosodimethylamine
<2.24
198
72.93
ug/L
37
15-130 8
50
N-Nitrosodi-n-propylamine
<2.56
198
120.2
ug/L
61
33-130 3
50
N-Nitrosodiphenylamine
<3.10
198
143.9
ug/L
73
35-130 1
50
Phenanthrene
<4.59
198
147.2
ug/L
74
36-130 2
50
Phenol
<1.60
198
54.02
ug/L
27
10-130 1
50
Pyrene
<3.95
198
157.4
ug/L
79
33 -130 2
50
MSD MSD
Surrogate
%Recovery Qualifier
Limits
2,4,6-Tribromophenol (Surr)
81
30- 130
2-Fluorobiphenyl (Surr)
54
25 - 130
2-Fluorophenol (Surr)
31
10 - 130
Nitrobenzene-d5 (Surr)
57
30 - 130
Phenol-d5 (Surr)
23
10- 130
Terphenyl-d14 (Surr)
67
35- 131
Lab Sample ID: MB 680-769804/1-A
Client Sample ID: Method
Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769934
Prep Batch: 769804
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,2,4,5-Tetrachlorobenzene
<4.50
10.0
4.50
ug/L
03/27/23 08:44
03/27/23 19:44
1
2,3,4,6-Tetrachlorophenol
<4.30
10.0
4.30
ug/L
03/27/23 08:44
03/27/23 19:44
1
2,4,5-Trichlorophenol
<3.30
10.0
3.30
ug/L
03/27/23 08:44
03/27/23 19:44
1
2,4,6-Trichlorophenol
<2.20
10.0
2.20
ug/L
03/27/23 08:44
03/27/23 19:44
1
2,4-Dichlorophenol
<3.70
10.0
3.70
ug/L
03/27/23 08:44
03/27/23 19:44
1
2,4-Dimethylphenol
<3.00
10.0
3.00
ug/L
03/27/23 08:44
03/27/23 19:44
1
2,4-Dinitrophenol
<16.0
50.0
16.0
ug/L
03/27/23 08:44
03/27/23 19:44
1
2,4-Dinitrotoluene
<2.30
10.0
2.30
ug/L
03/27/23 08:44
03/27/23 19:44
1
2,6-Dinitrotoluene
<2.80
10.0
2.80
ug/L
03/27/23 08:44
03/27/23 19:44
1
2-Chloronaphthalene
<4.80
10.0
4.80
ug/L
03/27/23 08:44
03/27/23 19:44
1
2-Chlorophenol
<3.20
10.0
3.20
ug/L
03/27/23 08:44
03/27/23 19:44
1
2-Methylphenol
<1.80
10.0
1.80
ug/L
03/27/23 08:44
03/27/23 19:44
1
2-Nitroaniline
<2.90
50.0
2.90
ug/L
03/27/23 08:44
03/27/23 19:44
1
2-Nitrophenol
<3.90
10.0
3.90
ug/L
03/27/23 08:44
03/27/23 19:44
1
3 & 4 Methylphenol
<1.40
10.0
1.40
ug/L
03/27/23 08:44
03/27/23 19:44
1
3,3'-Dichlorobenzidine
<10.0
60.0
10.0
ug/L
03/27/23 08:44
03/27/23 19:44
1
3-Nitroaniline
<3.00
50.0
3.00
ug/L
03/27/23 08:44
03/27/23 19:44
1
4,6-Dinitro-2-methylphenol
<5.30
50.0
5.30
ug/L
03/27/23 08:44
03/27/23 19:44
1
4-Bromophenyl phenyl ether
<4.70
10.0
4.70
ug/L
03/27/23 08:44
03/27/23 19:44
1
4-Chloro-3-methylphenol
<2.50
10.0
2.50
ug/L
03/27/23 08:44
03/27/23 19:44
1
4-Chloroaniline
<1.00
20.0
1.00
ug/L
03/27/23 08:44
03/27/23 19:44
1
4-Chlorophenyl phenyl ether
<5.30
10.0
5.30
ug/L
03/27/23 08:44
03/27/23 19:44
1
4-Nitroaniline
<3.00
50.0
3.00
ug/L
03/27/23 08:44
03/27/23 19:44
1
4-Nitrophenol
<8.10
50.0
8.10
ug/L
03/27/23 08:44
03/27/23 19:44
1
Acenaphthene
<4.40
10.0
4.40
ug/L
03/27/23 08:44
03/27/23 19:44
1
Acenaphthylene
<3.60
10.0
3.60
ug/L
03/27/23 08:44
03/27/23 19:44
1
Eurofins Raleigh
Page 122 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
(Continued)
Lab Sample ID: MB 680-769804/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769934
Prep Batch: 769804
MB
MB
Analyte
Result
Qualifier RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Acetophenone
<2.20
10.0
2.20
ug/L
03/27/23 08:44
03/27/23 19:44
1
Anthracene
<3.60
10.0
3.60
ug/L
03/27/23 08:44
03/27/23 19:44
1
Benzo[a]anthracene
<4.20
10.0
4.20
ug/L
03/27/23 08:44
03/27/23 19:44
1
Benzo[a]pyrene
<2.80
10.0
2.80
ug/L
03/27/23 08:44
03/27/23 19:44
1
Benzo[k]fluoranthene
<3.10
10.0
3.10
ug/L
03/27/23 08:44
03/27/23 19:44
1
Benzo[g,h,i]perylene
<3.00
10.0
3.00
ug/L
03/27/23 08:44
03/27/23 19:44
1
Benzo[k]fluoranthene
<2.90
10.0
2.90
ug/L
03/27/23 08:44
03/27/23 19:44
1
Benzyl alcohol
<2.60
10.0
2.60
ug/L
03/27/23 08:44
03/27/23 19:44
1
bis (2-chloroisopropyl) ether
<3.10
10.0
3.10
ug/L
03/27/23 08:44
03/27/23 19:44
1
Bis(2-chloroethoxy)methane
<1.80
10.0
1.80
ug/L
03/27/23 08:44
03/27/23 19:44
1
Bis(2-chloroethyl)ether
<3.60
10.0
3.60
ug/L
03/27/23 08:44
03/27/23 19:44
1
Bis(2-ethylhexyl) phthalate
<3.00
10.0
3.00
ug/L
03/27/23 08:44
03/27/23 19:44
1
Butyl benzyl phthalate
<2.80
10.0
2.80
ug/L
03/27/23 08:44
03/27/23 19:44
1
Chrysene
<3.80
10.0
3.80
ug/L
03/27/23 08:44
03/27/23 19:44
1
Dibenz(a,h)anthracene
<3.00
10.0
3.00
ug/L
03/27/23 08:44
03/27/23 19:44
1
Dibenzofuran
<1.90
10.0
1.90
ug/L
03/27/23 08:44
03/27/23 19:44
1
Diethyl phthalate
<2.20
10.0
2.20
ug/L
03/27/23 08:44
03/27/23 19:44
1
Di-n-butyl phthalate
<2.30
10.0
2.30
ug/L
03/27/23 08:44
03/27/23 19:44
1
Di-n-octyl phthalate
<2.80
10.0
2.80
ug/L
03/27/23 08:44
03/27/23 19:44
1
Fluoranthene
<1.60
10.0
1.60
ug/L
03/27/23 08:44
03/27/23 19:44
1
Fluorene
<3.40
10.0
3.40
ug/L
03/27/23 08:44
03/27/23 19:44
1
Hexachlorobenzene
<1.60
10.0
1.60
ug/L
03/27/23 08:44
03/27/23 19:44
1
Hexachlorocyclopentadiene
<3.50
10.0
3.50
ug/L
03/27/23 08:44
03/27/23 19:44
1
Hexachloroethane
<3.60
10.0
3.60
ug/L
03/27/23 08:44
03/27/23 19:44
1
Indeno[1,2,3-cd]pyrene
<4.30
10.0
4.30
ug/L
03/27/23 08:44
03/27/23 19:44
1
Isophorone
<2.00
10.0
2.00
ug/L
03/27/23 08:44
03/27/23 19:44
1
Nitrobenzene
<3.50
10.0
3.50
ug/L
03/27/23 08:44
03/27/23 19:44
1
N-Nitrosodimethylamine
<2.10
10.0
2.10
ug/L
03/27/23 08:44
03/27/23 19:44
1
N-N itrosod i-n-propylamine
<2.40
10.0
2.40
ug/L
03/27/23 08:44
03/27/23 19:44
1
N-Nitrosodiphenylamine
<2.90
10.0
2.90
ug/L
03/27/23 08:44
03/27/23 19:44
1
Phenanthrene
<4.30
10.0
4.30
ug/L
03/27/23 08:44
03/27/23 19:44
1
Phenol
<1.50
10.0
1.50
ug/L
03/27/23 08:44
03/27/23 19:44
1
Pyrene
<3.70
10.0
3.70
ug/L
03/27/23 08:44
03/27/23 19:44
1
MB
MB
Surrogate %Recovery
Qualifier Limits
Prepared
Analyzed
Dil Fac
2,4,6-Tribromophenol (Surr)
82
30- 130
03/27/23 08:44
03/27/23 19:44
1
2-Fluorobiphenyl (Surr)
72
25 - 130
03/27/23 08:44
03/27/23 19:44
1
2-Fluorophenol (Surr)
34
10 - 130
03/27/23 08:44
03/27/23 19:44
1
Nitrobenzene-d5 (Surr)
67
30 - 130
03/27/23 08:44
03/27/23 19:44
1
Phenol-d5 (Surr)
22
10 - 130
03/27/23 08:44
03/27/23 19:44
1
Terphenyl-d14 (Surr)
107
35- 131
03/27/23 08:44
03/27/23 19:44
1
Lab Sample ID: LCS 680-769804/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769934
Prep Batch: 769804
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
1,2,4,5-Tetrachlorobenzene
200
145.1
ug/L
73
21-130
Eurofins Raleigh
Page 123 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Lab Sample ID: LCS 680-769804/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769934
Prep Batch: 769804
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
2,3,4,6-Tetrachlorophenol
200
193.2
ug/L
97
27 -130
2,4,5-Trichlorophenol
200
164.9
ug/L
82
26 -130
2,4,6-Trichlorophenol
200
181.9
ug/L
91
28 -130
2,4-Dichlorophenol
200
156.2
ug/L
78
27 -130
2,4-Dimethylphenol
200
119.3
ug/L
60
26 -130
2,4-Dinitrophenol
400
561.0 .+
ug/L
140
23 -130
2,4-Dinitrotoluene
200
201.0
ug/L
100
37-130
2,6-Dinitrotoluene
200
187.0
ug/L
94
35-130
2-Chloronaphthalene
200
147.1
ug/L
74
25 -130
2-Chlorophenol
200
123.8
ug/L
62
24 -130
2-Methylphenol
200
106.5
ug/L
53
21 -130
2-Nitroaniline
200
191.4
ug/L
96
36 -130
2-Nitrophenol
200
179.6
ug/L
90
27 -130
3 & 4 Methylphenol
200
104.4
ug/L
52
19 -130
3,3'-Dichlorobenzidine
200
212.2
ug/L
106
35 -130
3-Nitroaniline
200
180.3
ug/L
90
14 -130
4,6-Dinitro-2-methylphenol
400
552.6 '+
ug/L
138
38 -130
4-Bromophenyl phenyl ether
200
169.3
ug/L
85
34 -130
4-Chloro-3-methylphenol
200
159.8
ug/L
80
28 -130
4-Chloroaniline
200
146.3
ug/L
73
10 -130
4-Chlorophenyl phenyl ether
200
164.1
ug/L
82
31 -130
4-Nitroaniline
200
177.0
ug/L
88
36 -130
4-Nitrophenol
400
163.8
ug/L
41
10 -130
Acenaphthene
200
169.7
ug/L
85
28-130
Acenaphthylene
200
166.8
ug/L
83
31-130
Acetophenone
200
143.0
ug/L
71
28-130
Anthracene
200
171.0
ug/L
86
36-130
Benzo[a]anthracene
200
216.8
ug/L
108
34 -130
Benzo[a]pyrene
200
199.5
ug/L
100
36-130
Benzo[b]fluoranthene
200
219.8
ug/L
110
35 -130
Benzo[g,h,i]perylene
200
194.8
ug/L
97
35-130
Benzo[k]fluoranthene
200
178.1
ug/L
89
34 -130
Benzyl alcohol
200
119.4
ug/L
60
21 -130
bis (2-chloroisopropyl) ether
200
137.5
ug/L
69
33 -130
Bis(2-chloroethoxy)methane
200
145.0
ug/L
72
31 -130
Bis(2-chloroethyl)ether
200
141.6
ug/L
71
30 -130
Bis(2-ethylhexyl) phthalate
200
220.1
ug/L
110
33 -138
Butyl benzyl phthalate
200
230.4
ug/L
115
35 -135
Chrysene
200
178.5
ug/L
89
33-130
Dibenz(a,h)anthracene
200
218.5
ug/L
109
35-130
Dibenzofuran
200
156.8
ug/L
78
31 -130
Diethyl phthalate
200
175.2
ug/L
88
36 -130
Di-n-butyl phthalate
200
203.7
ug/L
102
35 -130
Di-n-octyl phthalate
200
220.3
ug/L
110
34 -139
Fluoranthene
200
192.1
ug/L
96
35 -130
Fluorene
200
161.2
ug/L
81
33 -130
Hexachlorobenzene
200
167.7
ug/L
84
30-130
Hexachlorocyclopentadiene
200
64.85
ug/L
32
15 -130
Hexachloroethane
200
103.8
ug/L
52
12 -130
0
Eurofins Raleigh
Page 124 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Lab Sample ID: LCS 680-769804/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769934
Prep Batch: 769804
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
Indeno[1,2,3-cd]pyrene
200
207.8
ug/L
104
34-130
Isophorone
200
148.4
ug/L
74
27 -130
Nitrobenzene
200
141.2
ug/L
71
32 -130
N-Nitrosodimethylamine
200
85.75
ug/L
43
15-130
N-Nitrosodi-n-propylamine
200
142.1
ug/L
71
33-130
N-Nitrosodiphenylamine
200
164.0
ug/L
82
35-130
Phenanthrene
200
167.4
ug/L
84
36 -130
Phenol
200
59.85
ug/L
30
10 -130
Pyrene
200
214.7
ug/L
107
33 -130
LCS LCS
Surrogate %Recovery Qualifier
Limits
2,4,6-Tribromophenol (Surr) 88
30- 130
2-Fluorobiphenyl (Surr) 69
25 - 130
2-Fluorophenol (Surr) 34
10 - 130
Nitrobenzene-d5 (Surr) 65
30 - 130
Phenol-d5 (Surr) 24
10- 130
Terphenyl-d14 (Surr) 101
35- 131
Lab Sample ID: LCSD 680-769804/3-A
Matrix: Water
Analysis Batch: 769934
Analyte
Spike
Added
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Prep Batch: 769804
LCSD LCSD %Rec RPD
Result Qualifier Unit D %Rec Limits RPD Limit
1,2,4,5-Tetrachlorobenzene
200
137.1
ug/L
69
21-130
6
50
2,3,4,6-Tetrachlorophenol
200
182.8
ug/L
91
27 -130
6
50
2,4,5-Trichlorophenol
200
162.7
ug/L
81
26 -130
1
50
2,4,6-Trichlorophenol
200
175.1
ug/L
88
28 -130
4
50
2,4-Dichlorophenol
200
151.9
ug/L
76
27 -130
3
50
2,4-Dimethylphenol
200
114.9
ug/L
57
26 -130
4
50
2,4-Dinitrophenol
400
542.4 *+
ug/L
136
23 -130
3
50
2,4-Dinitrotoluene
200
192.9
ug/L
96
37-130
4
50
2,6-Dinitrotoluene
200
173.5
ug/L
87
35-130
8
50
2-Chloronaphthalene
200
139.0
ug/L
69
25 -130
6
50
2-Chlorophenol
200
116.7
ug/L
58
24 -130
6
50
2-Methylphenol
200
101.5
ug/L
51
21 -130
5
50
2-Nitroaniline
200
176.0
ug/L
88
36 -130
8
50
2-Nitrophenol
200
176.6
ug/L
88
27 -130
2
50
3 & 4 Methylphenol
200
101.0
ug/L
50
19 -130
3
50
3,3'-Dichlorobenzidine
200
202.9
ug/L
101
35 -130
4
50
3-Nitroaniline
200
173.1
ug/L
87
14 -130
4
50
4,6-Dinitro-2-methylphenol
400
523.4 *+
ug/L
131
38 -130
5
50
4-Bromophenyl phenyl ether
200
159.7
ug/L
80
34 -130
6
50
4-Chloro-3-methylphenol
200
155.9
ug/L
78
28 -130
3
50
4-Chloroaniline
200
141.4
ug/L
71
10 -130
3
50
4-Chlorophenyl phenyl ether
200
151.9
ug/L
76
31 -130
8
50
4-Nitroaniline
200
170.2
ug/L
85
36 -130
4
50
4-Nitrophenol
400
149.5
ug/L
37
10 -130
9
50
Acenaphthene
200
157.2
ug/L
79
28 -130
8
50
Eurofins Raleigh
Page 125 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID:
752-4652-1
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
(Continued)
Lab Sample ID: LCSD 680-769804/3-A
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769934
Prep Batch: 769804
Spike
LCSD
LCSD
%Rec
RPD
Analyte
Added
Result
Qualifier Unit
D %Rec
Limits
RPD
Limit
Acenaphthylene
200
156.5
ug/L
78
31-130
6
50
Acetophenone
200
138.0
ug/L
69
28-130
4
50
Anthracene
200
159.9
ug/L
80
36-130
7
50
Benzo[a]anthracene
200
197.1
ug/L
99
34 -130
10
50
Benzo[a]pyrene
200
184.0
ug/L
92
36-130
8
50
Benzo[k]fluoranthene
200
206.0
ug/L
103
35 -130
6
50
Benzo[g,h,i]perylene
200
179.4
ug/L
90
35-130
8
50
Benzo[k]fluoranthene
200
162.6
ug/L
81
34 -130
9
50
Benzyl alcohol
200
121.4
ug/L
61
21 -130
2
50
bis (2-chloroisopropyl) ether
200
133.0
ug/L
67
33 -130
3
50
Bis(2-chloroethoxy)methane
200
140.0
ug/L
70
31 -130
4
50
Bis(2-chloroethyl)ether
200
134.7
ug/L
67
30 -130
5
50
Bis(2-ethylhexyl) phthalate
200
204.4
ug/L
102
33 -138
7
50
Butyl benzyl phthalate
200
216.4
ug/L
108
35 -135
6
50
Chrysene
200
164.8
ug/L
82
33 -130
8
50
Dibenz(a,h)anthracene
200
202.4
ug/L
101
35-130
8
50
Dibenzofuran
200
146.1
ug/L
73
31 -130
7
50
Diethyl phthalate
200
166.7
ug/L
83
36 -130
5
50
Di-n-butyl phthalate
200
194.0
ug/L
97
35 -130
5
50
Di-n-octyl phthalate
200
206.8
ug/L
103
34 -139
6
50
Fluoranthene
200
179.6
ug/L
90
35 -130
7
50
Fluorene
200
151.7
ug/L
76
33 -130
6
50
Hexachlorobenzene
200
159.2
ug/L
80
30 -130
5
50
Hexachlorocyclopentadiene
200
77.82
ug/L
39
15 -130
18
50
Hexachloroethane
200
91.48
ug/L
46
12 -130
13
50
Indeno[1,2,3-cd]pyrene
200
190.0
ug/L
95
34 -130
9
50
Isophorone
200
143.9
ug/L
72
27-130
3
50
Nitrobenzene
200
136.7
ug/L
68
32 -130
3
50
N-Nitrosodimethylamine
200
79.36
ug/L
40
15-130
8
50
N-Nitrosodi-n-propylamine
200
140.1
ug/L
70
33-130
1
50
N-Nitrosodiphenylamine
200
152.2
ug/L
76
35-130
7
50
Phenanthrene
200
157.9
ug/L
79
36-130
6
50
Phenol
200
56.86
ug/L
28
10 -130
5
50
Pyrene
200
199.1
ug/L
100
33-130
8
50
LCSD LCSD
Surrogate
%Recovery Qualifier
Limits
2,4,6-Tribromophenol (Surr)
84
30- 130
2-Fluorobiphenyl (Surr)
66
25- 130
2-Fluorophenol (Surr)
33
10 - 130
Nitrobenzene-d5 (Surr)
61
30 - 130
Phenol-d5 (Surr)
23
10 - 130
Terphenyl-d 14 (Surr)
92
35 - 131
Eurofins Raleigh
Page 126 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: RSK-175 - Dissolved Gases (GC)
Lab Sample ID: MB 200-189739/28
Matrix: Water
Analysis Batch: 189739
MB
MB
Analyte Result
Qualifier
Carbon dioxide <5000
Lab Sample ID: LCS 200-189739/26
Matrix: Water
Analysis Batch: 189739
Analyte
Carbon dioxide
Lab Sample ID: LCSD 200-189739/27
Matrix: Water
Analysis Batch: 189739
Analyte
Carbon dioxide
Lab Sample ID: MB 200-189761/4
Matrix: Water
Analysis Batch: 189761
MB
MB
Analyte Result
Qualifier
Carbon dioxide <5000
Lab Sample ID: LCS 200-189761/2
Matrix: Water
Analysis Batch: 189761
Analyte
Carbon dioxide
Lab Sample ID: LCSD 200-189761/3
Matrix: Water
Analysis Batch: 189761
Analyte
Carbon dioxide
Lab Sample ID: MB 200-189814/4
Matrix: Water
Analysis Batch: 189814
MB
MB
Analyte Result
Qualifier
Carbon dioxide <5000
Lab Sample ID: LCS 200-189814/2
Matrix: Water
Analysis Batch: 189814
Analyte
Carbon dioxide
Job ID: 752-4652-1
Client Sample ID: Method Blank
Prep Type: Total/NA
RL
MDL Unit
D Prepared Analyzed Dil Fac
10000
5000 ug/L
03/28/23 07:49 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
LCS
LCS
%Rec
Added
Result
Qualifier
Unit D %Rec Limits
40000
39910
ug/L 100 70-130
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Spike
LCSD
LCSD
%Rec RPD
Added
Result
Qualifier
Unit D %Rec Limits RPD Limit
40000
37190
ug/L 93 70-130 7 30
Client Sample ID: Method Blank
Prep Type: Total/NA
RL
MDL Unit
D Prepared Analyzed Dil Fac
10000
5000 ug/L
03/28/2311:30 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
LCS
LCS
%Rec
Added
Result
Qualifier
Unit D %Rec Limits
40000
38450
ug/L 96 70-130
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Spike
LCSD
LCSD
%Rec RPD
Added
Result
Qualifier
Unit D %Rec Limits RPD Limit
40000
47280
ug/L 118 70-130 21 30
Client Sample ID: Method Blank
Prep Type: Total/NA
RL MDL Unit D Prepared Analyzed Dil Fac
10000 5000 ug/L 03/29/2311:50 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike LCS LCS %Rec
Added Result Qualifier Unit D %Rec Limits
40000 38070 ug/L 95 70-130
Eurofins Raleigh
Page 127 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: RSK-175 - Dissolved Gases (GC)
Lab Sample ID: LCSD 200-189814/3
Client Sample ID: Lab
Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 189814
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits RPD Limit
Carbon dioxide
40000
42670
ug/L
107
70 -130 11 30
Lab Sample ID: MB 200-189816/3
Client Sample
ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 189816
MB MB
�
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed Dil Fac
Ethane <1.70
4.00
1.70 ug/L
03/29/2313:00 1
Ethene <1.60
3.00
1.60 ug/L
03/29/2313:00 1
Methane <1.20
2.00
1.20 ug/L
03/29/2313:00 1
MB MB
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed Dil Fac
Acetylene 81
50 - 150
03/29/23 13:00 1
Lab Sample ID: LCS 200-189816/2
Client
Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 189816
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits
Ethane
137
135.0
ug/L
99
70 -130
Ethene
127
125.1
ug/L
98
70 -130
Methane
72.8
76.20
ug/L
105
70 -130
LCS LCS
Surrogate %Recovery Qualifier
Limits
Acetylene 91
50 - 150
Lab Sample ID: 752-4652-3 MS
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 189816
Sample Sample
Spike
MS
Ms
%Rec
Analyte Result Qualifier
Added
Result
Qualifier
Unit
D %Rec
Limits
Methane 223
72.8
297.1
ug/L
102
70 -130
Ethane <1.70
137
135.6
ug/L
99
70 -130
Ethene <1.60
127
127.0
ug/L
100
70 -130
MS MS
Surrogate %Recovery Qualifier
Limits
Acetylene 96
50 - 150
Lab Sample ID: 752-4652-3 MSD
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 189816
Sample Sample
Spike
MSD
MSD
%Rec RPD
Analyte Result Qualifier
Added
Result
Qualifier
Unit
D %Rec
Limits RPD Limit
Methane 223
72.8
289.5
ug/L
92
70 -130 3 30
Ethane <1.70
137
135.2
ug/L
99
70 -130 0 30
Ethene <1.60
127
127.7
ug/L
100
70 -130 1 30
Page 128 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: RSK-175 - Dissolved Gases (GC) (Continued)
Lab Sample ID: 752-4652-3 MSD
Matrix: Ground Water
Analysis Batch: 189816
MSD MSD
Surrogate %Recovery Qualifier
Limits
Acetylene 99
50-150
Lab Sample ID: MB 200-189906/3
Matrix: Water
Analysis Batch: 189906
MB MB
Analyte Result Qualifier
RL
Ethane <1.70
4.00
Ethene <1.60
3.00
Methane <1.20
2.00
MB MB
Surrogate %Recovery Qualifier
Limits
Acetylene 78
50 - 150
Lab Sample ID: LCS 200-189906/2
Matrix: Water
Analysis Batch: 189906
F
Job ID: 752-4652-1
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Client Sample ID: Method Blank
Prep Type: Total/NA
MDL Unit D Prepared Analyzed Dil Fac
1.70 ug/L 04/01/2313:14 1
1.60 ug/L 04/01/2313:14 1
1.20 ug/L 04/01/2313:14 1
Prepared Analyzed DU Fac
04101123 13:14 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Analyte
Spike
Added
LCS LCS
Result Qualifier
Unit
D %Rec
%Rec
Limits
Ethane
137
121.6
ug/L
89
70-130
Ethene
127
116.0
ug/L
91
70 -130
Methane
72.8
69.23
ug/L
95
70 -130
LCS LCS
Surrogate
%Recovery Qualifier Limits
Acetylene
93 50 - 550
Lab Sample ID: LCSD 200-189906/22
Matrix: Water
Analysis Batch: 189906
Analyte
Ethane
Ethene
Methane
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Spike
LCSD LCSD
%Rec
RPD
Added
Result Qualifier
Unit
D %Rec
Limits
RPD
Limit
137
123.2
ug/L
90
70 -130
1
30
127
116.8
ug/L
92
70-130
1
30
72.8
67.35
ug/L
92
70 - 130
3
30
LCSD LCSD
Surrogate %Recovery Qualifier
Acetylene 91
Method: RSK-175 - Dissolved Gases (G
Lab Sample ID: 752-4652-3 MS
Matrix: Ground Water
Analysis Batch: 189761
Sample Sample
Analyte Result Qualifier
Carbon dioxide - DL 407000 H
Limits
50 - 150
- DL
Spike MS MS
Added Result Qualifier Unit
79900 545200 H 4 ug/L
Client Sample ID: 4501-MW8
Prep Type: Total/NA
%Rec
D %Rec Limits
173 70-130
Page 129 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: RSK-175 - Dissolved Gases (GC) - DL (Continued)
Lab Sample ID: 752-4652-3 MSD Client Sample ID: 4501-MW8
Matrix: Ground Water Prep Type: Total/NA
Analysis Batch: 189761
Sample Sample Spike MSD MSD %Rec RPD
Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit
Carbon dioxide - DL 407000 H 79900 573600 H 4 ug/L 208 70 -130 5 30
Method: 8081 B - Oraanochlorine Pesticides (GC)
Lab Sample ID: MB 680-769227/1-A
Matrix: Water
Analysis Batch: 769499
Client Sample ID: Method Blank
Prep Type: Total/NA •
Prep Batch: 769227
Analyte
MB
Result
MB
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
4,4'-DDD
<0.00200
0.0500
0.00200
ug/L
03/23/23 10:01
03/24/23 18:27
1
4,4'-DDE
<0.00100
0.0500
0.00100
ug/L
03/23/23 10:01
03/24/23 18:27
1
4,4'-DDT
<0.00100
0.0500
0.00100
ug/L
03/23/23 10:01
03/24/23 18:27
1
Aldrin
<0.00200
0.0500
0.00200
ug/L
03/23/23 10:01
03/24/23 18:27
1
alpha-BHC
<0.00100
0.0500
0.00100
ug/L
03/23/23 10:01
03/24/23 18:27
1
beta-BHC
<0.00200
0.0500
0.00200
ug/L
03/23/23 10:01
03/24/23 18:27
1
Chlordane (technical)
<0.160
0.500
0.160
ug/L
03/23/23 10:01
03/24/23 18:27
1
Chlorobenzilate
<0.640
3.00
0.640
ug/L
03/23/23 10:01
03/24/23 18:27
1
delta-BHC
<0.00200
0.0500
0.00200
ug/L
03/23/23 10:01
03/24/23 18:27
1
Dieldrin
<0.00200
0.0500
0.00200
ug/L
03/23/23 10:01
03/24/23 18:27
1
Endosulfan 1
<0.00200
0.0500
0.00200
ug/L
03/23/23 10:01
03/24/23 18:27
1
Endosulfan 11
<0.00200
0.0500
0.00200
ug/L
03/23/23 10:01
03/24/23 18:27
1
Endosulfan sulfate
<0.00200
0.0500
0.00200
ug/L
03/23/23 10:01
03/24/23 18:27
1
Endrin
<0.00100
0.0500
0.00100
ug/L
03/23/23 10:01
03/24/23 18:27
1
Endrin aldehyde
<0.00400
0.0500
0.00400
ug/L
03/23/23 10:01
03/24/23 18:27
1
gamma-BHC (Lindane)
<0.00100
0.0500
0.00100
ug/L
03/23/23 10:01
03/24/23 18:27
1
Heptachlor
<0.00100
0.0500
0.00100
ug/L
03/23/23 10:01
03/24/23 18:27
1
Heptachlor epoxide
<0.00200
0.0500
0.00200
ug/L
03/23/23 10:01
03/24/23 18:27
1
Isodrin
<0.0110
0.0500
0.0110
ug/L
03/23/23 10:01
03/24/23 18:27
1
Kepone
<2.60
5.00
2.60
ug/L
03/23/23 10:01
03/24/23 18:27
1
Methoxychlor
<0.00200
0.0500
0.00200
ug/L
03/23/23 10:01
03/24/23 18:27
1
Toxaphene
<0.310
5.00
0.310
ug/L
03/23/23 10:01
03/24/23 18:27
1
MB
MB
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCB Decachlorobiphenyl
83
30 - 130
03/23/23 10:01
03/24/23 18:27
1
Tetrachloro-m-xylene
64
30 - 130
03/23/23 10:01
03/24/23 18:27
1
Lab Sample ID: LCS 680-769227/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769499
Prep Batch: 769227
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
4,4'-DDD
0.0400
0.04831 J
ug/L
121
30 -130
4,4'-DDE
0.0400
0.04383 J
ug/L
110
30 -130
4,4'-DDT
0.0400
0.04833 J
ug/L
121
30 -130
Aldrin
0.0400
0.03702 J
ug/L
93
30 -130
alpha-BHC
0.0400
0.03992 J
ug/L
100
30 -130
beta-BHC
0.0400
0.05506 .+
ug/L
138
30 -130
delta-BHC
0.0400
0.05535 ,+
ug/L
138
30 -130
Dieldrin
0.0400
0.04291 J
ug/L
107
30 -130
Eurofins Raleigh
Page 130 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8081 B - Organochlorine Pesticides (GC) (Continued)
Lab Sample ID: LCS 680-769227/2-A
Client Sample ID
Matrix: Water
Analysis Batch: 769499
Spike
LCS
LCS
Analyte
Added
Result
Qualifier
Unit
D %Rec
Endosulfan 1
0.0400
0.04109
J
ug/L
103
Endosulfan 11
0.0400
0.04259
J
ug/L
106
Endosulfan sulfate
0.0400
0.04742
J
ug/L
119
Endrin
0.0400
0.05440
+
ug/L
136
Endrin aldehyde
0.0400
0.03912
J
ug/L
98
gamma-BHC (Lindane)
0.0400
0.04189
J
ug/L
105
Heptachlor
0.0400
0.04024
J
ug/L
101
Heptachlor epoxide
0.0400
0.04396
J
ug/L
110
Methoxychlor
0.0400
0.04318
J p
ug/L
108
LCS LCS
Surrogate %Recovery Qualifier
Limits
DCB Decachlorobiphenyl 99
30 - 130
Tetrachloro-m-xylene 75
30 - 130
Lab Sample ID: 752-4652-3 MS
Matrix: Ground Water
Analysis Batch: 769499
Analyte
Sample
Result
Sample
Qualifier
Spike
Added
MS
Result
MS
Qualifier
Unit
4,4'-DDD
<0.00195
F1
0.0417
0.04669
J
ug/L
4,4'-DDE
<0.000976
F1
0.0417
0.06248
F1
ug/L
4,4'-DDT
<0.000976
F1 F2
0.0417
0.01141
J p F1
ug/L
Aldrin
<0.00195
F2
0.0417
0.03888
J
ug/L
alpha-BHC
<0.000976
F2
0.0417
0.04255
J
ug/L
beta-BHC
<0.00195
.+ F1
0.0417
0.06617
F1
ug/L
delta-BHC
<0.00195
.+ F1
0.0417
0.05639
F1
ug/L
Dieldrin
<0.00195
0.0417
0.04357
J
ug/L
Endosulfan 1
<0.00195
0.0417
0.04267
J
ug/L
Endosulfan II
<0.00195
0.0417
0.03546
J
ug/L
Endosulfan sulfate
<0.00195
0.0417
0.04470
J
ug/L
Endrin
<0.000976
.+ F1
0.0417
0.05133
J
ug/L
Endrin aldehyde
<0.00390
F1
0.0417
0.04174
J
ug/L
gamma-BHC (Lindane)
0.00791
J p
0.0417
0.04446
J
ug/L
Heptachlor
<0.000976
0.0417
0.02684
J
ug/L
Heptachlor epoxide
<0.00195
F1
0.0417
0.03620
J p
ug/L
Methoxychlor
<0.00195
F1 F2
0.0417
0.01087
J p F1
ug/L
MS
MS
Surrogate
%Recovery
Qualifier
Limits
DCB Decachlorobiphenyl
58
30 - 130
Tetrachloro-m-xylene
60
30 - 130
Lab Sample ID: 752-4652-3 MSD
Matrix: Ground Water
Analysis Batch: 769499
Sample
Sample
Spike
MSD
MSD
Analyte
Result
Qualifier
Added
Result
Qualifier Unit
4,4'-DDD
<0.00195
F1
0.0402
0.06361
F1 ug/L
4,4'-DDE
<0.000976
F1
0.0402
0.07016
F1 ug/L
Job ID: 752-4652-1
Lab Control Sample
Prep Type: Total/NA
Prep Batch: 769227
%Rec
Limits
30-130
30-130
30-130
30-130
30-130
30-130 �
30-130
30-130
30-130
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Prep Batch: 769227
%Rec
D %Rec Limits
112 30-130
150 30-130
27 30-130
93 30-130
102 30-130
159 30-130
135 30-130
105 30-130
102 30-130
85 30-130
107 30-130
123 30-130
100 30-130
88 30-130
64 30-130
87 30-130
26 30-130
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Prep Batch: 769227
%Rec RPD
D %Rec Limits RPD Limit
158 30-130 31 40
174 30-130 12 40
Eurofins Raleigh
Page 131 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8081 B - Organochlorine Pesticides (GC) (Continued)
Lab Sample ID: 752-4652-3 MSD
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 769499
Prep Batch: 769227
Sample Sample
Spike
MSD MSD
%Rec
RPD
Analyte
Result Qualifier
Added
Result Qualifier
Unit
D %Rec
Limits RPD
Limit
4,4'-DDT
<0.000976 F1 F2
0.0402 0.006678 J p F1
F2
ug/L
17
30-130 52
40
Aldrin
<0.00195 F2
0.0402
0.02464 J p F2
ug/L
61
30 -130 45
40
alpha-BHC
<0.000976 F2
0.0402
0.02995 J p
ug/L
74
30 -130 35
40
beta-BHC
<0.00195 + F1
0.0402
0.05344 F1
ug/L
133
30 -130 21
40
delta-BHC
<0.00195 .+ F1
0.0402
0.05048
ug/L
125
30 -130 11
40
Dieldrin
<0.00195
0.0402
0.03999 J
ug/L
99
30 -130 9
40
Endosulfan 1
<0.00195
0.0402
0.04765 J
ug/L
118
30 -130 11
40
Endosulfan 11
<0.00195
0.0402
0.03511 J
ug/L
87
30 -130 1
40
Endosulfan sulfate
<0.00195
0.0402
0.05066
ug/L
126
30 -130 13
40
Endrin
<0.000976 .+ F1
0.0402
0.05952 F1
ug/L
148
30 -130 15
40
Endrin aldehyde
<0.00390 F1
0.0402
0.05332 F1
ug/L
133
30 -130 24
40
gamma-BHC (Lindane)
0.00791 J p
0.0402
0.04240 J
ug/L
86
30 -130 5
40
Heptachlor
<0.000976
0.0402
0.02372 J
ug/L
59
30 -130 12
40
Heptachlor epoxide
<0.00195 F1
0.0402
0.03931 J p
ug/L
98
30 -130 8
40
Methoxychlor
<0.00195 F1 F2
0.0402
0.01602 J p
ug/L
40
30 -130 38
40
MSD MSD
Surrogate
%Recovery Qualifier
Limits
DCB Decachlorobiphenyl
66
30- 130
Tetrachloro-m-xylene
62
30 - 130
Lab Sample ID: MB 680-769585/1-A
Client Sample ID: Method
Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769834
Prep Batch: 769585
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
4,4'-DDD
<0.00200
0.0500
0.00200
ug/L
03/24/23 19:49
03/27/23 14:18
1
4,4'-DDE
<0.00100
0.0500
0.00100
ug/L
03/24/23 19:49
03/27/23 14:18
1
4,4'-DDT
<0.00100
0.0500
0.00100
ug/L
03/24/23 19:49
03/27/23 14:18
1
Aldrin
<0.00200
0.0500
0.00200
ug/L
03/24/23 19:49
03/27/23 14:18
1
alpha-BHC
<0.00100
0.0500
0.00100
ug/L
03/24/23 19:49
03/27/23 14:18
1
alpha -Chlordane
<0.00500
0.0500
0.00500
ug/L
03/24/23 19:49
03/27/23 14:18
1
beta-BHC
<0.00200
0.0500
0.00200
ug/L
03/24/23 19:49
03/27/23 14:18
1
Chlordane (technical)
<0.160
0.500
0.160
ug/L
03/24/23 19:49
03/27/23 14:18
1
Chlorobenzilate
<0.640
3.00
0.640
ug/L
03/24/23 19:49
03/27/23 14:18
1
delta-BHC
<0.00200
0.0500
0.00200
ug/L
03/24/23 19:49
03/27/23 14:18
1
Dieldrin
<0.00200
0.0500
0.00200
ug/L
03/24/23 19:49
03/27/23 14:18
1
Endosulfan 1
<0.00200
0.0500
0.00200
ug/L
03/24/23 19:49
03/27/23 14:18
1
Endosulfan 11
<0.00200
0.0500
0.00200
ug/L
03/24/23 19:49
03/27/23 14:18
1
Endosulfan sulfate
<0.00200
0.0500
0.00200
ug/L
03/24/23 19:49
03/27/23 14:18
1
Endrin
<0.00100
0.0500
0.00100
ug/L
03/24/23 19:49
03/27/23 14:18
1
Endrin aldehyde
<0.00400
0.0500
0.00400
ug/L
03/24/23 19:49
03/27/23 14:18
1
gamma-BHC (Lindane)
<0.00100
0.0500
0.00100
ug/L
03/24/23 19:49
03/27/23 14:18
1
gamma -Chlordane
<0.00600
0.0500
0.00600
ug/L
03/24/23 19:49
03/27/23 14:18
1
Heptachlor
<0.00100
0.0500
0.00100
ug/L
03/24/23 19:49
03/27/23 14:18
1
Heptachlor epoxide
<0.00200
0.0500
0.00200
ug/L
03/24/23 19:49
03/27/23 14:18
1
Isodrin
<0.0110
0.0500
0.0110
ug/L
03/24/23 19:49
03/27/23 14:18
1
Kepone
<2.60
5.00
2.60
ug/L
03/24/23 19:49
03/27/23 14:18
1
Methoxychlor
<0.00200
0.0500
0.00200
ug/L
03/24/23 19:49
03/27/23 14:18
1
Eurofins Raleigh
Page 132 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8081 B - Organochlorine Pesticides (GC) (Continued)
Lab Sample ID: MB 680-769585/1-A
Matrix: Water
Analysis Batch: 769834
MB
MB
Analyte Result
Qualifier
RL MDL Unit
Toxaphene <0.310
5.00 0.310 ug/L
MB
MB
Surrogate %Recovery
Qualifier
Limits
DCB Decachlorobiphenyl 105
30- 130
Tetrachloro-m-xylene 68
30 - 130
Lab Sample ID: LCS 680-769585/2-A
Matrix: Water
Analysis Batch: 769834
Spike
Analyte
Added
4,4'-DDD
0.0400
4,4'-DDE
0.0400
4,4'-DDT
0.0400
Aldrin
0.0400
alpha-BHC
0.0400
alpha -Chlordane
0.0400
beta-BHC
0.0400
delta-BHC
0.0400
Dieldrin
0.0400
Endosulfan 1
0.0400
Endosulfan 11
0.0400
Endosulfan sulfate
0.0400
Endrin
0.0400
Endrin aldehyde
0.0400
gamma-BHC (Lindane)
0.0400
gamma -Chlordane
0.0400
Heptachlor
0.0400
Heptachlor epoxide
0.0400
Methoxychlor
0.0400
LCS LCS
Surrogate
%Recovery Qualifier
Limits
DCB Decachlorobiphenyl
104
30 - 130
Tetrachloro-m-xylene
68
30 - 130
Lab Sample ID: LCS 680-769585/5-A
Matrix: Water
Analysis Batch: 769834
LCS LCS
Surrogate
%Recovery Qualifier
Limits
DCB Decachlorobiphenyl
110
30 - 130
Tetrachloro-m-xylene
69
30 - 130
Job ID: 752-4652-1
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 769585
D Prepared Analyzed Dil Fac
03/24/2319:49 03/27/2314:18 1
Prepared Analyzed Dil Fac
0312412319:49 0312712314:18 1
0312412319:49 0312712314:18 1 ©.
Client
Sample ID:
Lab Control Sample
Prep Type: Total/NA
Prep Batch: 769585
LCS
LCS
%Rec
Result
Qualifier
Unit
D %Rec
Limits
0.04218
J
ug/L
105
30 -130
0.04408
J
ug/L
110
30 -130
0.04409
J
ug/L
110
30 -130
0.03816
J
ug/L
95
30 -130
0.03434
J
ug/L
86
30 -130
0.04226
J
ug/L
106
30 -130
0.04669
J
ug/L
117
30 -130
0.05047
ug/L
126
30 -130
0.04441
J
ug/L
111
30-130
0.04043
J
ug/L
101
30 -130
0.04296
J
ug/L
107
30 -130
0.04670
J
ug/L
117
30 -130
0.05062
ug/L
127
30 -130
0.04066
J
ug/L
102
30 -130
0.03785
J
ug/L
95
30 -130
0.04038
J
ug/L
101
30 -130
0.04714
J
ug/L
118
30 -130
0.04267
J
ug/L
107
30 -130
0.05200
ug/L
130
30 -130
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 769585
Eurofins Raleigh
Page 133 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8081 B - Organochlorine Pesticides (GC) (Continued)
Lab Sample ID: LCSD 680-769585/6-A
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769834
Prep Batch: 769585
LCSD LCSD
Surrogate
%Recovery Qualifier
Limits
DCB Decachlorobiphenyl
49
30- 130
Tetrachloro-m-xylene
22 S1-
30- 130
Lab Sample ID: MB 680-770015/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770371
Prep Batch: 770015
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed Dil Fac
4,4'-DDD
<0.00200
0.0500
0.00200
ug/L
03/28/23 08:51
03/29/23 20:09 1
4,4'-DDE
<0.00100
0.0500
0.00100
ug/L
03/28/23 08:51
03/29/23 20:09 1
4,4'-DDT
<0.00100
0.0500
0.00100
ug/L
03/28/23 08:51
03/29/23 20:09 1
Aldrin
<0.00200
0.0500
0.00200
ug/L
03/28/23 08:51
03/29/23 20:09 1
alpha-BHC
<0.00100
0.0500
0.00100
ug/L
03/28/23 08:51
03/29/23 20:09 1
beta-BHC
<0.00200
0.0500
0.00200
ug/L
03/28/23 08:51
03/29/23 20:09 1
Chlordane (technical)
<0.160
0.500
0.160
ug/L
03/28/23 08:51
03/29/23 20:09 1
Chlorobenzilate
<0.640
3.00
0.640
ug/L
03/28/23 08:51
03/29/23 20:09 1
delta-BHC
<0.00200
0.0500
0.00200
ug/L
03/28/23 08:51
03/29/23 20:09 1
Dieldrin
<0.00200
0.0500
0.00200
ug/L
03/28/23 08:51
03/29/23 20:09 1
Endosulfan 1
<0.00200
0.0500
0.00200
ug/L
03/28/23 08:51
03/29/23 20:09 1
Endosulfan 11
<0.00200
0.0500
0.00200
ug/L
03/28/23 08:51
03/29/23 20:09 1
Endosulfan sulfate
<0.00200
0.0500
0.00200
ug/L
03/28/23 08:51
03/29/23 20:09 1
Endrin
<0.00100
0.0500
0.00100
ug/L
03/28/23 08:51
03/29/23 20:09 1
Endrin aldehyde
<0.00400
0.0500
0.00400
ug/L
03/28/23 08:51
03/29/23 20:09 1
gamma-BHC (Lindane)
<0.00100
0.0500
0.00100
ug/L
03/28/23 08:51
03/29/23 20:09 1
Heptachlor
<0.00100
0.0500
0.00100
ug/L
03/28/23 08:51
03/29/23 20:09 1
Heptachlor epoxide
<0.00200
0.0500
0.00200
ug/L
03/28/23 08:51
03/29/23 20:09 1
Isodrin
<0.0110
0.0500
0.0110
ug/L
03/28/23 08:51
03/29/23 20:09 1
Kepone
<2.60
5.00
2.60
ug/L
03/28/23 08:51
03/29/23 20:09 1
Methoxychlor
<0.00200
0.0500
0.00200
ug/L
03/28/23 08:51
03/29/23 20:09 1
Toxaphene
<0.310
5.00
0.310
ug/L
03/28/23 08:51
03/29/23 20:09 1
MB MB
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed Dil Fac
DCB Decachlorobiphenyl
93
30 - 130
03/28/23 08:51
03/29/23 20:09 1
Tetrachloro-m-xylene
58
30 - 130
03/28/23 08:51
03/29/23 20:09 1
Lab Sample ID: LCS 680-770015/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770371
Prep Batch: 770015
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
4,4'-DDD
0.0400
0.03841 J
ug/L
96
30 -130
4,4'-DDE
0.0400
0.03474 J
ug/L
87
30 -130
4,4'-DDT
0.0400
0.03929 J
ug/L
98
30 -130
Aldrin
0.0400
0.03212 J
ug/L
80
30 -130
alpha-BHC
0.0400
0.02845 J
ug/L
71
30 -130
beta-BHC
0.0400
0.03857 J
ug/L
96
30 -130
delta-BHC
0.0400
0.03786 J
ug/L
95
30 -130
Dieldrin
0.0400
0.03537 J
ug/L
88
30 -130
Eurofins Raleigh
Page 134 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 8081 B - Organochlorine Pesticides (GC) (Continued)
Lab Sample ID: LCS 680-770015/2-A
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770371
Prep Batch: 770015
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits
Endosulfan 1
0.0400
0.03436
J
ug/L
86
30 -130
Endosulfan 11
0.0400
0.03587
J
ug/L
90
30 -130
Endosulfan sulfate
0.0400
0.04060
J
ug/L
101
30 -130
Endrin
0.0400
0.04059
J
ug/L
101
30 -130
Endrin aldehyde
0.0400
0.03566
J
ug/L
89
30 -130
gamma-BHC (Lindane)
0.0400
0.02908
J
ug/L
73
30 -130
Heptachlor
0.0400
0.03121
J
ug/L
78
30 -130
Heptachlor epoxide
0.0400
0.03425
J
ug/L
86
30 -130
Methoxychlor
0.0400
0.04487
J
ug/L
112
30 -130
LCS LCS
Surrogate %Recovery Qualifier
Limits
DCB Decachlorobiphenyl 93
30 - 130
Tetrachloro-m-xylene 58
30 - 130
Lab Sample ID: LCS 680-770015/4-A
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770371
Prep Batch: 770015
LCS LCS
Surrogate %Recovery Qualifier
Limits
DCB Decachlorobiphenyl 102
30 - 130
Tetrachloro-m-xylene 64
30 - 130
Lab Sample ID: LCSD 680-770015/3-A
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770371
Prep Batch: 770015
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits RPD Limit
4,4'-DDD
0.0400
0.04297
J
ug/L
107
30 -130 11 40
4,4'-DDE
0.0400
0.03976
J
ug/L
99
30 -130 13 40
4,4'-DDT
0.0400
0.04437
J
ug/L
ill
30 -130 12 40
Aldrin
0.0400
0.03453
J
ug/L
86
30 -130 7 40
alpha-BHC
0.0400
0.03348
J
ug/L
84
30 -130 16 40
beta-BHC
0.0400
0.04199
J
ug/L
105
30 -130 8 40
delta-BHC
0.0400
0.04351
J
ug/L
109
30 -130 14 40
Dieldrin
0.0400
0.03939
J
ug/L
98
30 -130 11 40
Endosulfan 1
0.0400
0.03879
J
ug/L
97
30 -130 12 40
Endosulfan 11
0.0400
0.04013
J
ug/L
100
30 -130 11 40
Endosulfan sulfate
0.0400
0.04271
J
ug/L
107
30 -130 5 40
Endrin
0.0400
0.04582
J
ug/L
115
30 -130 12 40
Endrin aldehyde
0.0400
0.03944
J
ug/L
99
30 -130 10 40
gamma-BHC (Lindane)
0.0400
0.03333
J
ug/L
83
30 -130 14 40
Heptachlor
0.0400
0.03325
J
ug/L
83
30 -130 6 40
Heptachlor epoxide
0.0400
0.03836
J
ug/L
96
30 -130 11 40
Methoxychlor
0.0400
0.05090
ug/L
127
30 -130 13 40
LCSD LCSD
Surrogate %Recovery Qualifier
Limits
DCB Decachlorobiphenyl 90
30- 130
Tetrachloro-m-xylene 61
30 - 130
Eurofins Raleigh
Page 135 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8081 B - Organochlorine Pesticides (GC)
Lab Sample ID: LCSD 680-770015/5-A
Matrix: Water
Analysis Batch: 770371
LCSD LCSD
Surrogate %Recovery Qualifier Limits
DCB Decachlorobiphenyl 84 30 - 130
Tetrachloro-m-xylene 65 30 - 130
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Prep Batch: 770015
Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography
Lab Sample ID: MB 680-769227/1-A Client Sample ID: Method Blank
Matrix: Water Prep Type: Total/NA
Analysis Batch: 769502 Prep Batch: 769227
Analyte
MB MB
Result Qualifier
PCB-1016
<0.320
PCB-1221
<0.340
PCB-1232
<0.340
PCB-1242
<0.340
PCB-1248
<0.340
PCB-1254
<0.340
PCB-1260
<0.340
MB MB
Surrogate %Recovery Qualifier
Tetrachloro-m-xylene 64
DCB Decachlorobiphenyl 83
Lab Sample ID: LCS 680-769227/5-A
Matrix: Water
Analysis Batch: 769502
Analyte
PCB-1016
PCB-1260
LCS LCS
Surrogate %Recovery Qualifier
Tetrachloro-m-xylene 62
DCB Decachlorobiphenyl 84
Lab Sample ID: 752-4652-3 MS
Matrix: Ground Water
Analysis Batch: 769502
Analyte
PCB-1016
PCB-1260
Surrogate
Tetrachloro-m-xylene
DCB Decachlorobiphenyl
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1.00
0.320
ug/L
03/23/2310:01
03/24/2318:27
1
1.00
0.340
ug/L
03/23/2310:01
03/24/2318:27
1
1.00
0.340
ug/L
03/23/2310:01
03/24/2318:27
1
1.00
0.340
ug/L
03/23/2310:01
03/24/2318:27
1
1.00
0.340
ug/L
03/23/2310:01
03/24/2318:27
1
1.00
0.340
ug/L
03/23/2310:01
03/24/2318:27
1
1.00
0.340
ug/L
03/23/2310:01
03/24/2318:27
1
Limits
30-130
30-130
Prepared Analyzed Dil Fac
03/23/23 10: 01 03/24/23 18: 27 1
03/23/23 10: 01 03/24/23 18: 27 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 769227
Spike
LCS LCS
%Rec
Added
Result Qualifier
Unit D %Rec Limits
2.40
2.058
ug/L 86 30 -130
2.40
2.457
ug/L 102 30 -130
Limits
30 - 130
30 - 130
Sample Sample
Spike
MS MS
Result Qualifier
Added
Result Qualifier
Unit
<0.312
2.39
2.076
ug/L
<0.332
2.39
2.230
ug/L
MS MS
%Recovery Qualifier
68
56
Limits
30-130
30-130
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Prep Batch: 769227
%Rec
D %Rec Limits
87 30-130
93 30-130
Page 136 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 8082A - Polychlorinated Biphenyls (PCBs) by Gas Chromatography (Continued)
Lab Sample ID: 752-4652-3 MSD
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 769502
Prep Batch: 769227
Sample Sample
Spike
MSD MSD
%Rec RPD
Analyte Result Qualifier
Added
Result Qualifier Unit
D %Rec Limits RPD Limit
PCB-1016 <0.312
2.64
2.219 ug/L
84 30 -130 8 40
PCB-1260 <0.332
2.64
2.671 ug/L
101 30 -130 18 40
MSD MSD
Surrogate
%Recovery Qualifier
Limits
Tetrachloro-m-xylene
61
30 - 130
•
DCB Decachlorobiphenyl
42 p
30 - 130
Method: 8151A - Herbicides (GC)
Lab Sample ID: MB 680-769190/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769950
Prep Batch: 769190
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed Dil Fac
Pentachlorophenol
<0.0230
0.250
0.0230
ug/L
03/23/23 09:39
03/27/23 21:27 1
Dinoseb
<0.100
0.500
0.100
ug/L
03/23/23 09:39
03/27/23 21:27 1
Silvex (2,4,5-TP)
<0.0960
0.850
0.0960
ug/L
03/23/23 09:39
03/27/23 21:27 1
2,4,5-T
<0.140
0.850
0.140
ug/L
03/23/23 09:39
03/27/23 21:27 1
2,4-D
<0.180
1.10
0.180
ug/L
03/23/23 09:39
03/27/23 21:27 1
MB MB
Surrogate
%Recovery Qualifier
Limits
Prepared
Analyzed Dil Fac
DCAA
99
26
- 137
03/23/23 09:39
03/27/23 21:27 1
Lab Sample ID: LCS 680-769190/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 769950
Prep Batch: 769190
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
Pentachlorophenol
1.60
1.422
ug/L
89
32 -136
Dinoseb
6.40
4.960
ug/L
78
10 -141
Silvex (2,4,5-TP)
1.60
1.457
ug/L
91
31 -144
2,4,5-T
1.60
1.263
ug/L
79
11 -130
2,4-D
6.40
5.036
ug/L
79
21 -147
LCS LCS
Surrogate
%Recovery Qualifier
Limits
DCAA
106
26 - 137
Lab Sample ID: 752-4652-3 MS
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 769950
Prep Batch: 769190
Sample Sample
Spike
MS MS
%Rec
Analyte
Result Qualifier
Added
Result Qualifier
Unit
D %Rec
Limits
Pentachlorophenol
<0.0221 F1
1.52
0.2693 F1
ug/L
18
32 -136
Dinoseb
<0.0962
6.07
4.050
ug/L
67
10 -141
Silvex (2,4,5-TP)
<0.0924
1.52
1.069
ug/L
70
31 -144
2,4,5-T
<0.135
1.52
0.8791
ug/L
58
11 -147
2,4-D
<0.173
6.07
4.305
ug/L
71
21 -130
Eurofins Raleigh
Page 137 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 8151A - Herbicides (GC) (Continued)
Lab Sample ID: 752-4652-3 MS
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 769950
Prep Batch: 769190
MS MS
Surrogate %Recovery Qualifier
Limits
DCAA 85
26 - 137
Lab Sample ID: 752-4652-3 MSD
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 769950
Prep Batch: 769190
Sample Sample
Spike
MSD MSD
%Rec RPD
Analyte Result Qualifier
Added
Result Qualifier
Unit
D %Rec
Limits RPD Limit
Pentachlorophenol <0.0221 F1
1.49
0.3120 F1
ug/L
21
32-136 15 50
Dinoseb <0.0962
5.96
4.489
ug/L
75
10 -141 10 50
Silvex (2,4,5-TP) <0.0924
1.49
1.179
ug/L
79
31 -144 10 50
2,4,5-T <0.135
1.49
0.9904
ug/L
66
11 _ 147 12 50
2,4-D <0.173
5.96
4.241
ug/L
71
21 _ 130 1 50
MSD MSD
Surrogate %Recovery Qualifier
Limits
DCAA 92
26-137
Lab Sample ID: MB 680-769824/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770343
Prep Batch: 769824
MB MB
Analyte Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed Dil Fac
Pentachlorophenol <0.0230
0.250
0.0230
ug/L
03/27/2310:41
03/29/2318:07 1
Dinoseb <0.100
0.500
0.100
ug/L
03/27/2310:41
03/29/2318:07 1
Silvex (2,4,5-TP) <0.0960
0.850
0.0960
ug/L
03/27/23 10:41
03/29/23 18:07 1
2,4,5-T <0.140
0.850
0.140
ug/L
03/27/2310:41
03/29/2318:07 1
2,4-D <0.180
1.10
0.180
ug/L
03/27/2310:41
03/29/2318:07 1
MB MB
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed Dil Fac
DCAA 67 p
26
- 137
03/27/23 10:41
03/29/23 18:07 1
Lab Sample ID: LCS 680-769824/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 770343
Prep Batch: 769824
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
Pentachlorophenol
1.60
1.376
ug/L
86
32 -136
Dinoseb
6.40
5.201
ug/L
81
10 -141
Silvex (2,4,5-TP)
1.60
1.429
ug/L
89
31 -144
2,4,5-T
1.60
1.396
ug/L
87
11 -130
2,4-D
6.40
5.264
ug/L
82
21 -147
LCS LCS
Surrogate %Recovery Qualifier
Limits
DCAA 89 p
26-137
Eurofins Raleigh
Page 138 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 8151A - Herbicides (GC) (Continued)
Lab Sample ID: 752-4682-4 MS
Matrix: Ground Water
Analysis Batch: 770343
Sample Sample
Spike
Analyte Result Qualifier
Added
2,4-D <0.170 F1
6.34
MS MS
Surrogate %Recovery Qualifier
Limits
DCAA 58 p
26-137
Lab Sample ID: 752-4682-4 MSD
Matrix: Ground Water
Analysis Batch: 770343
F
Job ID: 752-4652-1
Client Sample ID: 4501-MW11
Prep Type: Total/NA
Prep Batch: 769824
MS MS %Rec
Result Qualifier Unit D %Rec Limits
9.778 F1 ug/L 154 21-130
Sample Sample Spike MSD MSD
Analyte Result Qualifier Added Result Qualifier Unit
2,4-D <0.170 F1 6.01 <0.169 F1 ug/L
MSD MSD
Surrogate %Recovery Qualifier Limits
DCAA 3 p S1- 26- 137
Method: 300.0-1993 R2.1 - Anions, Ion Chromatography
Lab Sample ID: MB 680-771548/1015
Matrix: Water
Analysis Batch: 771548
Client Sample ID: 4501-MW11
Prep Type: Total/NA
Prep Batch: 769824
%Rec RPD
D %Rec Limits RPD Limit
0 21 -130 NC 50
Client Sample ID: Method Blank
Prep Type: Total/NA
MB MB
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed Dil Fac
Sulfate <0.400
1.00
0.400 mg/L
04/05/2316:43 1
Chloride <0.200
0.500
0.200 mg/L
04/05/2316:43 1
Lab Sample ID: LCS 680-771548/16
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 771548
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits
Sulfate
10.0
9.824
mg/L
98
90 -110
Chloride
10.0
10.24
mg/L
102
90 -110
Lab Sample ID: LCSD 680-771548/17
Client
Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 771548
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits RPD Limit
Sulfate
10.0
9.862
mg/L
99
90 -110 0 15
Chloride
10.0
10.25
mg/L
102
90 -110 0 15
Lab Sample ID: 752-4652-3 MS
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 771548
Sample Sample
Spike
MS
MS
%Rec
Analyte Result Qualifier
Added
Result
Qualifier
Unit
D %Rec
Limits
Sulfate 11.4
10.0
19.68
mg/L
83
80 -120
Chloride 39.7
10.0
50.68
mg/L
109
80 -120
Page 139 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 300.0-1993 R2.1 - Anions,
Ion Chromatography (Continued)
Lab Sample ID: 752-4652-3 MSD
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 771548
Sample
Sample
Spike
MSD
MSD
%Rec RPD
Analyte Result
Qualifier
Added
Result
Qualifier
Unit
D %Rec Limits RPD Limit
Sulfate 11.4
10.0
20.11
mg/L
87 80 -120 2 15
Chloride 39.7
10.0
50.86
mg/L
111 80 -120 0 15
Lab Sample ID: 752-4682-4 MS
Client Sample ID: 4501-MW11
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 771548
Sample
Sample
Spike
MS
MS
%Rec
Analyte Result
Qualifier
Added
Result
Qualifier
Unit
D %Rec Limits
Sulfate 172
10.0
183.1
4
mg/L
113 80 -120
Chloride 18.2
10.0
28.31
mg/L
101 80 -120
Lab Sample ID: 752-4682-4 MSD
Client Sample ID: 4501-MW11
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 771548
Sample
Sample
Spike
MSD
MSD
%Rec RPD
Analyte Result
Qualifier
Added
Result
Qualifier
Unit
D %Rec Limits RPD Limit
Sulfate 172
10.0
178.8
4
mg/L
70 80 -120 2 15
Chloride 18.2
10.0
28.10
mg/L
99 80 -120 1 15
Lab Sample ID: MB 680-772611/1013
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 772611
MB MB
Analyte Result Qualifier
RL
MDL Unit
D Prepared Analyzed Dil Fac
Sulfate <0.400
1.00
0.400 mg/L
04/11/2314:57 1
Chloride <0.200
0.500
0.200 mg/L
04/11/2314:57 1
Lab Sample ID: LCS 680-772611/14
Client Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 772611
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec Limits
Sulfate
10.0
10.32
mg/L
103 90 -110
Chloride
10.0
10.48
mg/L
105 90 -110
Lab Sample ID: LCSD 680-772611/15
Client
Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 772611
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier
Unit
D %Rec Limits RPD Limit
Sulfate
10.0
10.16
mg/L
102 90 -110 2 15
Chloride
10.0
10.44
mg/L
104 90 -110 0 15
Lab Sample ID: 752-4682-6 MS
Client Sample ID: 4501-MW13
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 772611
Sample
Sample
Spike
MS
MS
%Rec
Analyte Result
Qualifier
Added
Result
Qualifier
Unit
D %Rec Limits
Sulfate 27.7
10.0
37.10
mg/L
94 80 -120
Chloride 19.9
10.0
30.07
mg/L
102 80 -120
Eurofins Raleigh
Page 140 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 300.0-1993 R2.1 - Anions, Ion Chromatography
Lab Sample ID: 752-4682-6 MSD
Matrix: Ground Water
Analysis Batch: 772611
Sample Sample
Spike
MSD MSD
Analyte Result Qualifier
Added
Result Qualifier
Unit
Sulfate 27.7
10.0
38.26
mg/L
Chloride 19.9
10.0
30.38
mg/L
Lab Sample ID: MB 680-773150/1012
Matrix: Water
Analysis Batch: 773150
MB MB
Analyte Result Qualifier RL
Sulfate <0.400 1.00
Chloride <0.200 0.500
Lab Sample ID: LCS 680-773150/13
Matrix: Water
Analysis Batch: 773150
F
Job ID: 752-4652-1
Client Sample ID: 4501-MW13
Prep Type: Total/NA
%Rec RPD C
D %Rec Limits RPD Limit
106 80-120 3 15
105 80-120 1 15
Client Sample ID: Method Blank
Prep Type: Total/NA
MDL Unit D Prepared Analyzed Dil Fac
0.400 mg/L 04/13/2314:31 1
0.200 mg/L 04/13/2314:31 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier Unit
D %Rec
Limits
Sulfate
10.0
10.00
mg/L
100
90 -110
Chloride
10.0
10.25
mg/L
103
90 -110
Lab Sample ID: LCSD 680-773150/14
Client Sample
ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 773150
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier Unit
D %Rec
Limits RPD Limit
Sulfate
10.0
10.07
mg/L
101
90 -110 1 15
Chloride
10.0
10.32
mg/L
103
90 -110 1 15
Method: VFA-HPLC - Volatile Fatty Acids (HPLC/UV)
Lab Sample ID: MB 670-28303/5
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 28303
MB
MB
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Acetic acid
<0.180
0.500
0.180
mg/L
03/29/23 19:50
1
Butyric acid
<0.0890
0.500
0.0890
mg/L
03/29/23 19:50
1
Propionic acid
<0.0650
0.500
0.0650
mg/L
03/29/23 19:50
1
Pyruvic Acid
<0.0210
0.500
0.0210
mg/L
03/29/23 19:50
1
Hexanoic acid
<0.260
0.500
0.260
mg/L
03/29/23 19:50
1
Iso-Hexanoic Acid
<0.440
0.500
0.440
mg/L
03/29/23 19:50
1
Iso-Pentanoic Acid
<0.180
0.500
0.180
mg/L
03/29/23 19:50
1
Pentanoic acid
<0.140
0.500
0.140
mg/L
03/29/23 19:50
1
Lactic Acid/HIBA (2-Hydroxyisobutyic
<0.130
0.500
0.130
mg/L
03/29/23 19:50
1
acid)
MB
MB
Surrogate %Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
Trimethylacetic Acid
03/29/23 19:50
1
Eurofins Raleigh
Page 141 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: VFA-HPLC - Volatile Fatty Acids (HPLC/UV) (Continued)
Lab Sample ID: LCS 670-28303/3
Matrix: Water
Analysis Batch: 28303
Analyte
Acetic acid
Butyric acid
Propionic acid
Pyruvic Acid
Hexanoic acid
Iso-Hexanoic Acid
Iso-Pentanoic Acid
Pentanoic acid
Lactic Acid/HIBA
(2-Hydroxyisobutyic acid)
LCS LCS
Surrogate %Recovery Qualifier
Trimethylacetic Acid NaN
Lab Sample ID: LCSD 670-28303/4
Matrix: Water
Analysis Batch: 28303
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
Added
LCS LCS
Result Qualifier
Unit
D %Rec
%Rec
Limits
20.0
20.39
mg/L
102
60 -140
20.0
17.43
mg/L
87
60 -140
20.0
20.49
mg/L
102
60 -140
20.0
20.70
mg/L
104
60 -140
20.0
18.76
mg/L
94
60 -140
20.0
12.91
mg/L
65
60 -140
20.0
23.87
mg/L
119
60 -140
20.0
22.26
mg/L
ill
60 -140
40.0
40.01
mg/L
100
60 -140
Limits
50-150
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Spike
LCSD
LCSD
%Rec
RPD
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits RPD
Limit
Acetic acid
20.0
20.27
mg/L
101
60 -140 1
25
Butyric acid
20.0
16.07
mg/L
80
60 -140 8
25
Propionic acid
20.0
19.98
mg/L
100
60 -140 3
25
Pyruvic Acid
20.0
20.70
mg/L
104
60 -140 0
25
Hexanoic acid
20.0
19.61
mg/L
98
60 -140 4
25
Iso-Hexanoic Acid
20.0
13.18
mg/L
66
60 -140 2
25
Iso-Pentanoic Acid
20.0
23.68
mg/L
118
60 -140 1
25
Pentanoic acid
20.0
22.14
mg/L
111
60 -140 1
25
Lactic Acid/HIBA
40.0
39.60
mg/L
99
60 -140 1
25
(2-Hydroxyisobutyic acid)
LCSD LCSD
Surrogate %Recovery Qualifier
Limits
Trimethylacetic Acid NaN
50 - 150
Method: 6010D - Metals (ICP)
Lab Sample ID: MB 680-769164/1-A
Client Sample ID: Method
Blank
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 769407
Prep Batch: 769164
MB MB
Analyte
Result Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/23/23 06:57
03/23/23 17:01
1
Barium
<4.40
10.0
4.40
ug/L
03/23/23 06:57
03/23/23 17:01
1
Beryllium
<0.300
4.00
0.300
ug/L
03/23/23 06:57
03/23/23 17:01
1
Cadmium
<0.440
5.00
0.440
ug/L
03/23/23 06:57
03/23/23 17:01
1
Chromium
<1.10
10.0
1.10
ug/L
03/23/23 06:57
03/23/23 17:01
1
Cobalt
<1.40
10.0
1.40
ug/L
03/23/23 06:57
03/23/23 17:01
1
Copper
<3.20
20.0
3.20
ug/L
03/23/23 06:57
03/23/23 17:01
1
Lead
<6.60
10.0
6.60
ug/L
03/23/23 06:57
03/23/23 17:01
1
Nickel
<3.30
40.0
3.30
ug/L
03/23/23 06:57
03/23/23 17:01
1
0
Page 142 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 6010D - Metals (ICP) (Continued)
Lab Sample ID: MB 680-769164/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 769407
Prep Batch: 769164
MB MB
Analyte
Result Qualifier
RL
MDL Unit
D Prepared Analyzed Dil Fac
Selenium
<10.0
20.0
10.0 ug/L
03/23/23 06:57 03/23/23 17:01 1
Silver
<1.50
10.0
1.50 ug/L
03/23/23 06:57 03/23/23 17:01 1
Tin
<11.0
50.0
11.0 ug/L
03/23/23 06:57 03/23/23 17:01 1
Vanadium
<1.00
10.0
1.00 ug/L
03/23/23 06:57 03/23/23 17:01 1
Zinc
<8.70
20.0
8.70 ug/L
03/23/23 06:57 03/23/23 17:01 1
•
Lab Sample ID: LCS 680-769164/2-A
Client
Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 769407
Prep Batch: 769164
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec Limits
Arsenic
100
96.47
ug/L
96 80 -120
Barium
100
101.5
ug/L
102 80-120
Beryllium
50.0
51.12
ug/L
102 80 -120
Cadmium
50.0
49.82
ug/L
100 80 -120
Chromium
100
103.3
ug/L
103 80 -120
Cobalt
50.0
50.33
ug/L
101 80 -120
Copper
100
107.1
ug/L
107 80 -120
Lead
505
513.6
ug/L
102 80-120
Nickel
100
98.84
ug/L
99 80 -120
Selenium
100
94.87
ug/L
95 80 -120
Silver
50.0
51.41
ug/L
103 80 -120
Tin
100
100.5
ug/L
101 80 -120
Vanadium
100
103.1
ug/L
103 80 -120
Zinc
100
104.5
ug/L
105 80 -120
Lab Sample ID: 752-4652-3 MS
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total Recoverable
Analysis Batch: 769407
Prep Batch: 769164
Sample Sample
Spike
MS
MS
%Rec
Analyte
Result Qualifier
Added
Result
Qualifier
Unit
D %Rec Limits
Arsenic
<6.40
100
98.72
ug/L
99 75 -125
Barium
581
100
759.8
4
ug/L
179 75-125
Beryllium
<0.300
50.0
50.48
ug/L
101 75 -125
Cadmium
<0.440
50.0
47.86
ug/L
96 75 -125
Chromium
<1.10
100
100.8
ug/L
101 75 -125
Cobalt
14.4
50.0
62.04
ug/L
95 75 -125
Copper
<3.20
100
105.1
ug/L
105 75 -125
Lead
<6.60
505
506.8
ug/L
100 75-125
Nickel
<3.30
100
96.72
ug/L
97 75-125
Selenium
<10.0
100
98.20
ug/L
98 75 -125
Silver
<1.50
50.0
52.67
ug/L
105 75 -125
Tin
<11.0
100
99.89
ug/L
100 75 -125
Vanadium
<1.00
100
101.2
ug/L
101 75 -125
Zinc
<8.70
100
104.7
ug/L
105 75 -125
Eurofins Raleigh
Page 143 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
Method: 6010D - Metals
(ICP) (Continued)
Lab Sample ID: 752-4652-3
MSD
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total Recoverable
Analysis Batch: 769407
Prep Batch: 769164
Sample Sample
Spike
MSD MSD
%Rec
RPD
Analyte
Result Qualifier
Added
Result Qualifier
Unit
D %Rec
Limits
RPD Limit
Arsenic
<6.40
100
97.50
ug/L
98
75 -125
1 20
Barium
581
100
820.1 4
ug/L
239
75-125
8 20
Beryllium
<0.300
50.0
50.66
ug/L
101
75 -125
0 20
Cadmium
<0.440
50.0
48.32
ug/L
97
75 -125
1 20
Chromium
<1.10
100
102.1
ug/L
102
75 -125
1 20
Cobalt
14.4
50.0
62.04
ug/L
95
75 -125
0 20
Copper
<3.20
100
106.2
ug/L
106
75 -125
1 20
Lead
<6.60
505
510.1
ug/L
101
75-125
1 20
Nickel
<3.30
100
96.74
ug/L
97
75 -125
0 20
Selenium
<10.0
100
98.30
ug/L
98
75 -125
0 20
Silver
<1.50
50.0
53.77
ug/L
108
75 -125
2 20
Tin
<11.0
100
100.6
ug/L
101
75 -125
1 20
[Vanadium
<1.00
100
102.6
ug/L
103
75 -125
1 20
Zinc
<8.70
100
104.0
ug/L
104
75 -125
1 20
Lab Sample ID: MB 680-769391/1-A
Matrix: Water
Analysis Batch: 769727
Analyte
MB MB
Result Qualifier
RL
MDL
Unit
Client Sample ID: Method Blank C
Prep Type: Total Recoverable
Prep Batch: 769391
D Prepared Analyzed Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/24/23 06:33 03/24/23 19:01 1
Barium
<4.40
10.0
4.40
ug/L
03/24/23 06:33 03/24/23 19:01 1
Beryllium
0.9400 J
4.00
0.300
ug/L
03/24/23 06:33 03/24/23 19:01 1
Cadmium
<0.440
5.00
0.440
ug/L
03/24/23 06:33 03/24/23 19:01 1
Chromium
<1.10
10.0
1.10
ug/L
03/24/23 06:33 03/24/23 19:01 1
Cobalt
<1.40
10.0
1.40
ug/L
03/24/23 06:33 03/24/23 19:01 1
Copper
<3.20
20.0
3.20
ug/L
03/24/23 06:33 03/24/23 19:01 1
Iron
<20.0
100
20.0
ug/L
03/24/23 06:33 03/24/23 19:01 1
Lead
<6.60
10.0
6.60
ug/L
03/24/23 06:33 03/24/23 19:01 1
Manganese
<1.30
10.0
1.30
ug/L
03/24/23 06:33 03/24/23 19:01 1
Nickel
<3.30
40.0
3.30
ug/L
03/24/23 06:33 03/24/23 19:01 1
Selenium
<10.0
20.0
10.0
ug/L
03/24/23 06:33 03/24/23 19:01 1
Silver
<1.50
10.0
1.50
ug/L
03/24/23 06:33 03/24/23 19:01 1
Tin
<11.0
50.0
11.0
ug/L
03/24/23 06:33 03/24/23 19:01 1
Vanadium
<1.00
10.0
1.00
ug/L
03/24/23 06:33 03/24/23 19:01 1
Zinc
<8.70
20.0
8.70
ug/L
03/24/23 06:33 03/24/23 19:01 1
Lab Sample ID: LCS 680-769391/2-A
Client
Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 769727
Prep Batch: 769391
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec Limits
Arsenic
100
91.42
ug/L
91 80 -120
Barium
100
96.85
ug/L
97 80-120
Beryllium
50.0
51.14
ug/L
102 80 -120
Cadmium
50.0
48.65
ug/L
97 80 -120
Chromium
100
101.3
ug/L
101 80 -120
Cobalt
50.0
48.70
ug/L
97 80 -120
Copper
100
105.1
ug/L
105 80 -120
Eurofins Raleigh
Page 144 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 6010D - Metals (ICP) (Continued)
Lab Sample ID: LCS 680-769391/2-A
Matrix: Water
Analysis Batch: 769727
Analyte
Iron
Lead
Manganese
Nickel
Selenium
Silver
Tin
Vanadium
Zinc
Lab Sample ID: 752-4682-4 MS
Matrix: Ground Water
Analysis Batch: 769727
Sample
Sample
Analyte
Result
Qualifier
Arsenic
<6.40
Barium
68.4
Beryllium
1.13
J B
Cadmium
<0.440
Chromium
<1.10
Cobalt
2.77
J
Copper
<3.20
Iron
3610
Lead
<6.60
Manganese
7660
Nickel
<3.30
Selenium
<10.0
Silver
<1.50
Vanadium
1.70
J
Zinc
<8.70
Lab Sample ID: 752-4682-4 MSD
Matrix: Ground Water
Analysis Batch: 769727
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total Recoverable
Prep Batch: 769391
Spike
LCS
LCS
%Rec
Added
Result
Qualifier
Unit
D %Rec
Limits
5000
4764
ug/L
95
80-120
505
500.4
ug/L
99
80 -120
400
395.8
ug/L
99
80 -120
100
96.49
ug/L
96
80 -120
100
91.52
ug/L
92
80-120
50.0
45.89
ug/L
92
80 -120
100
99.73
ug/L
100
80 -120
100
99.20
ug/L
99
80 -120
100
101.6
ug/L
102
80-120
Client Sample ID: 4501-MW11
Prep Type: Total Recoverable
Prep Batch: 769391
Spike
MS
MS
%Rec
Added
Result
Qualifier
Unit
D %Rec
Limits
100
94.68
ug/L
95
75 -125
100
162.3
ug/L
94
75 -125
50.0
51.06
ug/L
100
75 -125
50.0
47.51
ug/L
95
75 -125
100
99.78
ug/L
100
75 -125
50.0
49.90
ug/L
94
75-125
100
104.6
ug/L
105
75 -125
5000
8256
ug/L
93
75-125
505
498.7
ug/L
99
75 -125
400
7888
4
ug/L
58
75-125
100
94.81
ug/L
95
75 -125
100
94.52
ug/L
95
75 -125
50.0
46.64
ug/L
93
75 -125
100
100.8
ug/L
99
75 -125
100
99.87
ug/L
100
75 -125
Analyte
Sample
Result
Sample
Qualifier
Spike
Added
MSD MSD
Result Qualifier
Unit
Arsenic
<6.40
100
96.41
ug/L
Barium
68.4
100
164.5
ug/L
Beryllium
1.13
J B
50.0
51.11
ug/L
Cadmium
<0.440
50.0
47.45
ug/L
Chromium
<1.10
100
100.3
ug/L
Cobalt
2.77
J
50.0
49.86
ug/L
Copper
<3.20
100
104.8
ug/L
Iron
3610
5000
8636
ug/L
Lead
<6.60
505
501.5
ug/L
Manganese
7660
400
7664 4
ug/L
Nickel
<3.30
100
94.79
ug/L
Selenium
<10.0
100
95.00
ug/L
Silver
<1.50
50.0
46.34
ug/L
Client Sample ID: 4501-MW11
Prep Type: Total Recoverable
Prep Batch: 769391
%Rec
RPD
D %Rec
Limits
RPD
Limit
96
75-125
2
20
96
75-125
1
20
100
75-125
0
20
95
75-125
0
20
100
75-125
1
20
94
75-125
0
20
105
75-125
0
20
100
75-125
4
20
99
75-125
1
20
2
75-125
3
20
95
75-125
0
20
95
75-125
1
20
93
75-125
1
20
0
Page 145 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 6010D - Metals (ICP) (Continued)
Lab Sample ID: 752-4682-4 MSD
Client Sample ID: 4501-MW11
Matrix: Ground Water
Prep Type: Total Recoverable
Analysis Batch: 769727
Prep Batch: 769391
Sample Sample
Spike
MSD
MSD
%Rec RPD
Analyte Result Qualifier
Added
Result
Qualifier
Unit
D %Rec Limits RPD Limit
Vanadium 1.70 J
100
99.30
ug/L
98 75 -125 1 20
Zinc <8.70
100
112.4
ug/L
112 75 -125 12 20
Lab Sample ID: MB 680-769602/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 769965
Prep Batch: 769602 •
MB MB
Analyte Result Qualifier
RL
MDL
Unit
D Prepared Analyzed Dil Fac
Arsenic <6.40
20.0
6.40
ug/L
03/25/23 07:48 03/28/23 00:03 1
Barium <4.40
10.0
4.40
ug/L
03/25/23 07:48 03/28/23 00:03 1
Beryllium 0.6200 J
4.00
0.300
ug/L
03/25/23 07:48 03/28/23 00:03 1
Cadmium <0.440
5.00
0.440
ug/L
03/25/23 07:48 03/28/23 00:03 1
Chromium <1.10
10.0
1.10
ug/L
03/25/23 07:48 03/28/23 00:03 1
Cobalt <1.40
10.0
1.40
ug/L
03/25/23 07:48 03/28/23 00:03 1
Copper <3.20
20.0
3.20
ug/L
03/25/23 07:48 03/28/23 00:03 1
Lead <6.60
10.0
6.60
ug/L
03/25/23 07:48 03/28/23 00:03 1
Nickel <3.30
40.0
3.30
ug/L
03/25/23 07:48 03/28/23 00:03 1
Selenium <10.0
20.0
10.0
ug/L
03/25/23 07:48 03/28/23 00:03 1
Silver <1.50
10.0
1.50
ug/L
03/25/23 07:48 03/28/23 00:03 1
Vanadium <1.00
10.0
1.00
ug/L
03/25/23 07:48 03/28/23 00:03 1
Zinc <8.70
20.0
8.70
ug/L
03/25/23 07:48 03/28/23 00:03 1
Lab Sample ID: LCS 680-769602/2-A
Client
Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 769965
Prep Batch: 769602
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec Limits
Arsenic
100
92.92
ug/L
93 80 -120
Barium
100
95.64
ug/L
96 80-120
Beryllium
50.0
50.24
ug/L
100 80 -120
Cadmium
50.0
47.35
ug/L
95 80 -120
Chromium
100
96.32
ug/L
96 80 -120
Cobalt
50.0
47.59
ug/L
95 80 -120
Copper
100
100.4
ug/L
100 80 -120
Lead
505
485.7
ug/L
96 80 -120
Nickel
100
95.90
ug/L
96 80 -120
Selenium
100
88.69
ug/L
89 80 -120
Silver
50.0
46.76
ug/L
94 80 -120
Vanadium
100
97.98
ug/L
98 80 -120
Zinc
100
99.49
ug/L
99 80 -120
Lab Sample ID: MB 680-769603/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 769965
Prep Batch: 769603
MB MB
Analyte Result Qualifier
RL
MDL
Unit
D Prepared Analyzed Dil Fac
Arsenic <6.40
20.0
6.40
ug/L
03/25/23 07:48 03/27/23 18:24 1
Barium <4.40
10.0
4.40
ug/L
03/25/23 07:48 03/27/23 18:24 1
Beryllium 0.6100 J
4.00
0.300
ug/L
03/25/23 07:48 03/27/23 18:24 1
Eurofins Raleigh
Page 146 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 6010D - Metals (ICP) (Continued)
Lab Sample ID: MB 680-769603/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 769965
Prep Batch: 769603
MB
MB
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed Dil Fac
Cadmium
<0.440
5.00
0.440
ug/L
03/25/23 07:48
03/27/23 18:24 1
Chromium
<1.10
10.0
1.10
ug/L
03/25/23 07:48
03/27/23 18:24 1
Cobalt
<1.40
10.0
1.40
ug/L
03/25/23 07:48
03/27/23 18:24 1
Copper
<3.20
20.0
3.20
ug/L
03/25/23 07:48
03/27/23 18:24 1
Iron
<20.0
100
20.0
ug/L
03/25/23 07:48
03/27/23 18:24 1
Lead
<6.60
10.0
6.60
ug/L
03/25/23 07:48
03/27/23 18:24 1
Manganese
<1.30
10.0
1.30
ug/L
03/25/23 07:48
03/27/23 18:24 1
Nickel
<3.30
40.0
3.30
ug/L
03/25/23 07:48
03/27/23 18:24 1
Selenium
<10.0
20.0
10.0
ug/L
03/25/23 07:48
03/27/23 18:24 1
Silver
<1.50
10.0
1.50
ug/L
03/25/23 07:48
03/27/23 18:24 1
Tin
<11.0
50.0
11.0
ug/L
03/25/23 07:48
03/27/23 18:24 1
Vanadium
<1.00
10.0
1.00
ug/L
03/25/23 07:48
03/27/23 18:24 1
Zinc
<8.70
20.0
8.70
ug/L
03/25/23 07:48
03/27/23 18:24 1
Lab Sample ID: LCS 680-769603/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 769965
Prep Batch: 769603
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits
Arsenic
100
93.60
ug/L
94
80 -120
Barium
100
96.91
ug/L
97
80-120
Beryllium
50.0
50.79
ug/L
102
80 -120
Cadmium
50.0
48.32
ug/L
97
80 -120
Chromium
100
98.42
ug/L
98
80 -120
Cobalt
50.0
48.63
ug/L
97
80 -120
Copper
100
102.0
ug/L
102
80 -120
Iron
5000
4903
ug/L
98
80 -120
Lead
505
492.9
ug/L
98
80-120
Manganese
400
401.9
ug/L
100
80-120
Nickel
100
98.32
ug/L
98
80 -120
Selenium
100
86.00
ug/L
86
80 -120
Silver
50.0
46.18
ug/L
92
80 -120
Tin
100
95.90
ug/L
96
80 -120
Vanadium
100
99.32
ug/L
99
80 -120
Zinc
100
99.07
ug/L
99
80 -120
Lab Sample ID: MB 680-770757/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 770885
Prep Batch: 770757
MB
MB
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed Dil Fac
Arsenic
<6.40
20.0
6.40
ug/L
03/31/2310:17
03/31/2319:13 1
Barium
<4.40
10.0
4.40
ug/L
03/31/2310:17
03/31/2319:13 1
Beryllium
<0.300
4.00
0.300
ug/L
03/31/2310:17
03/31/2319:13 1
Cadmium
<0.440
5.00
0.440
ug/L
03/31/2310:17
03/31/2319:13 1
Chromium
<1.10
10.0
1.10
ug/L
03/31/2310:17
03/31/2319:13 1
Cobalt
<1.40
10.0
1.40
ug/L
03/31/2310:17
03/31/2319:13 1
Copper
<3.20
20.0
3.20
ug/L
03/31/2310:17
03/31/2319:13 1
Lead
<6.60
10.0
6.60
ug/L
03/31/2310:17
03/31/2319:13 1
Eurofins Raleigh
Page 147 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: 6010D - Metals (ICP) (Continued)
Lab Sample ID: MB 680-770757/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 770885
Prep Batch: 770757
MB MB
Analyte Result Qualifier
RL
MDL Unit
D Prepared Analyzed Dil Fac
Nickel <3.30
40.0
3.30 ug/L
03/31/2310:17 03/31/2319:13 1
Selenium <10.0
20.0
10.0 ug/L
03/31/2310:17 03/31/2319:13 1
Silver <1.50
10.0
1.50 ug/L
03/31/2310:17 03/31/2319:13 1
Vanadium <1.00
10.0
1.00 ug/L
03/31/2310:17 03/31/2319:13 1
Zinc <8.70
20.0
8.70 ug/L
03/31/2310:17 03/31/2319:13 1
•
Lab Sample ID: LCS 680-770757/2-A
Client
Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 770885
Prep Batch: 770757
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec Limits
Arsenic
100
95.16
ug/L
95 80 -120
Barium
100
101.0
ug/L
101 80-120
Beryllium
50.0
51.18
ug/L
102 80 -120
Cadmium
50.0
49.64
ug/L
99 80 -120
Chromium
100
104.0
ug/L
104 80 -120
Cobalt
50.0
50.38
ug/L
101 80 -120
Copper
100
105.6
ug/L
106 80 -120
Lead
505
513.5
ug/L
102 80-120
Nickel
100
100.1
ug/L
100 80 -120
Selenium
100
93.62
ug/L
94 80 -120
Silver
50.0
48.80
ug/L
98 80 -120
Vanadium
100
101.1
ug/L
101 80 -120
Zinc
100
105.8
ug/L
106 80 -120
Method: 6020B - Metals (ICP/MS)
Lab Sample ID: MB 680-769166/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 769398
Prep Batch: 769166
MB MB
Analyte Result Qualifier
RL MDL Unit
D Prepared Analyzed Dil Fac
Antimony <0.340
5.00 0.340 ug/L
03/23/23 06:57 03/23/23 20:01 1
Thallium <0.260
1.00 0.260 ug/L
03/23/23 06:57 03/23/23 20:01 1
Lab Sample ID: LCS 680-769166/2-A
Client
Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 769398
Prep Batch: 769166
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec Limits
Antimony
50.0
49.22
ug/L
98 80 -120
Thallium
50.0
47.69
ug/L
95 80-120
Lab Sample ID: 752-4652-3 MS
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total Recoverable
Analysis Batch: 769398
Prep Batch: 769166
Sample Sample
Spike
MS MS
%Rec
Analyte Result Qualifier
Added
Result Qualifier
Unit
D %Rec Limits
Antimony <0.340
50.0
52.35
ug/L
105 75 -125
Thallium <0.260
50.0
50.92
ug/L
102 75-125
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Page 148 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 6020B - Metals (ICP/MS)
Lab Sample ID: 752-4652-3 MSD
Matrix: Ground Water
Analysis Batch: 769398
Sample Sample Spike
Analyte Result Qualifier Added
Antimony <0.340 50.0
Thallium <0.260 50.0
Lab Sample ID: MB 680-769390/1-A
Matrix: Water
Analysis Batch: 769765
MB MB
Analyte Result Qualifier
Antimony <0.340
Thallium <0.260
Lab Sample ID: LCS 680-769390/2-A
Matrix: Water
Analysis Batch: 769765
Analyte
Antimony
Thallium
Lab Sample ID: 752-4682-4 MS
Matrix: Ground Water
Analysis Batch: 769765
Sample Sample
Analyte Result Qualifier
Antimony <0.340
Thallium <0.260
Lab Sample ID: 752-4682-4 MSD
Matrix: Ground Water
Analysis Batch: 769765
Job ID: 752-4652-1
Client Sample ID: 4501-MW8
Prep Type: Total Recoverable
Prep Batch: 769166
MSD MSD
%Rec RPD
Result Qualifier
Unit
D %Rec Limits RPD Limit
53.31
ug/L
107 75 -125 2 20
53.24
ug/L
106 75 -125 4 20
Client Sample ID: Method Blank
Prep Type: Total Recoverable
Prep Batch: 769390
RL MDL Unit
D Prepared Analyzed Dil Fac
5.00 0.340 ug/L
03/24/23 06:33 03/24/23 15:36 1
1.00 0.260 ug/L
03/24/23 06:33 03/24/23 15:36 1
Client
Sample ID: Lab Control Sample
Prep Type: Total Recoverable
Prep Batch: 769390
Spike
LCS LCS
%Rec
Added
Result Qualifier
Unit
D %Rec Limits
50.0
47.41
ug/L
95 80 -120
50.0
46.58
ug/L
93 80 -120
Client Sample ID: 4501-MW11
Prep Type: Total Recoverable
Prep Batch: 769390
Spike
MS MS
%Rec
Added
Result Qualifier
Unit
D %Rec Limits
50.0
48.62
ug/L
97 75 -125
50.0
47.73
ug/L
95 75 -125
Sample Sample Spike
Analyte Result Qualifier Added
Antimony <0.340 50.0
Thallium <0.260 50.0
Lab Sample ID: MB 680-769601/1-A
Matrix: Water
Analysis Batch: 769972
MB MB
Analyte Result Qualifier
Antimony <0.340
Thallium <0.260
Lab Sample ID: LCS 680-769601/2-A
Matrix: Water
Analysis Batch: 769972
Analyte
Antimony
Thallium
Client Sample ID: 4501-MW11
Prep Type: Total Recoverable
Prep Batch: 769390
MSD MSD
%Rec RPD
Result Qualifier
Unit
D %Rec Limits RPD Limit
49.10
ug/L
98 75 -125 1 20
47.78
ug/L
96 75 -125 0 20
Client Sample ID: Method Blank
Prep Type: Total Recoverable
Prep Batch: 769601
RL MDL
Unit
D Prepared Analyzed Dil Fac
5.00 0.340
ug/L
03/25/23 07:48 03/27/23 18:55 1
1.00 0.260
ug/L
03/25/23 07:48 03/27/23 18:55 1
Client Sample ID: Lab Control Sample
Prep Type: Total Recoverable
Prep Batch: 769601
Spike
LCS LCS
%Rec
Added
Result Qualifier
Unit D %Rec Limits
50.0
50.82
ug/L 102 80 -120
50.0
52.30
ug/L 105 80 -120
Page 149 of 242
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4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 6020B - Metals (ICP/MS)
Lab Sample ID: MB 680-769604/1-A
Matrix: Water
Analysis Batch: 769972
MB MB
Analyte Result Qualifier
Antimony <0.340
Thallium <0.260
Lab Sample ID: LCS 680-769604/2-A
Matrix: Water
Analysis Batch: 769972
Spike
Analyte Added
Antimony 50.0
Thallium 50.0
Lab Sample ID: MB 680-770750/1-A
Matrix: Water
Analysis Batch: 771193
MB MB
Analyte Result Qualifier
Antimony <0.340
Thallium <0.260
Lab Sample ID: LCS 680-770750/2-A
Matrix: Water
Analysis Batch: 771193
Analyte
Antimony
Thallium
Method: 7470A - Mercury (CVAA)
Lab Sample ID: MB 680-769300/1-A
Matrix: Water
Analysis Batch: 769538
MB MB
�Analyte Result Qualifier
Mercury <0.0800
Lab Sample ID: LCS 680-769300/2-A
Matrix: Water
Analysis Batch: 769538
�Analyte
Mercury
FLab Sample ID: 752-4652-3 MS
Matrix: Ground Water
Analysis Batch: 769538
Sample Sample
Analyte Result Qualifier
Mercury 1.04 F1
Job ID: 752-4652-1
Client Sample ID: Method Blank
Prep Type: Total Recoverable
Prep Batch: 769604
RL MDL Unit
D Prepared Analyzed Dil Fac
5.00 0.340 ug/L
03/25/23 07:48 03/27/23 15:24 1
1.00 0.260 ug/L
03/25/23 07:48 03/27/23 15:24 1
Client Sample ID: Lab Control Sample
Prep Type: Total Recoverable
Prep Batch: 769604
LCS LCS
%Rec
Result Qualifier
Unit D %Rec Limits
52.06
ug/L 104 80-120
53.06
ug/L 106 80 -120
Client Sample ID: Method Blank
Prep Type: Total Recoverable
Prep Batch: 770750
RL MDL
Unit
D Prepared Analyzed Dil Fac
5.00 0.340
ug/L
03/31/2310:17 04/03/2315:10 1
1.00 0.260
ug/L
03/31/2310:17 04/03/2315:10 1
Client Sample ID: Lab Control Sample
Prep Type: Total Recoverable
Prep Batch: 770750
Spike
LCS LCS
%Rec
Added
Result Qualifier
Unit D %Rec Limits
50.0
52.25
ug/L 105 80 - 120
50.0
49.25
ug/L 99 80 -120
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 769300
RL MDL Unit D Prepared Analyzed Dil Fac
0.200 0.0800 ug/L 03/23/2313:17 03/23/2319:05 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 769300
Spike LCS LCS %Rec
Added Result Qualifier Unit D %Rec Limits
2.50 2.405 ug/L 96 80 -120
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Prep Batch: 769300
Spike MS MS %Rec
Added Result Qualifier Unit D %Rec Limits
1.00 1.140 F1 ug/L 9 80-120
Page 150 of 242
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4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 7470A - Mercury (CVAA) (Continued)
Lab Sample ID: 752-4652-3 MSD
Matrix: Ground Water
Analysis Batch: 769538
Sample
Sample Spike
Analyte Result
Qualifier Added
Mercury 1.04
F1 1.00
Lab Sample ID: MB 680-769463/1-A
Matrix: Water
Analysis Batch: 769728
MB MB
Analyte Result Qualifier
Mercury <0.0800
Lab Sample ID: LCS 680-769463/2-A
Matrix: Water
Analysis Batch: 769728
Spike
Analyte
Added
Mercury
2.50
Lab Sample ID: 752-4682-4 MS
Matrix: Ground Water
Analysis Batch: 769728
Sample
Sample Spike
Analyte Result
Qualifier Added
Mercury <0.0800
F1 1.00
Lab Sample ID: 752-4682-4 MSD
Matrix: Ground Water
Analysis Batch: 769728
Sample
Sample Spike
Analyte Result
Qualifier Added
Mercury <0.0800
F1 1.00
FLab Sample ID: MB 680-769876/1-A
Matrix: Water
Analysis Batch: 770099
Job ID: 752-4652-1
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Prep Batch: 769300
MSD MSD %Rec RPD
Result Qualifier Unit D %Rec Limits RPD Limit
0.9842 F1 ug/L -6 80-120 15 20
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 769463
RL MDL Unit D Prepared Analyzed Dil Fac
0.200 0.0800 ug/L 03/24/2310:01 03/24/2316:05 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 769463
LCS LCS %Rec
Result Qualifier Unit D %Rec Limits
2.312 ug/L 92 80 -120
MS MS
Result Qualifier Unit
0.5442 F1 ug/L
MSD MSD
Result Qualifier Unit
0.5580 F1 ug/L
MB MB
Analyte Result Qualifier RL MDL Unit
Mercury <0.0800 0.200 0.0800 ug/L
Lab Sample ID: LCS 680-769876/2-A
Matrix: Water
Analysis Batch: 770099
Spike
Analyte Added
Mercury 2.50
Lab Sample ID: MB 680-770494/1-A
Matrix: Water
Analysis Batch: 770613
MB MB
Analyte Result Qualifier
Mercury <0.0800
Client Sample ID: 4501-MW11
Prep Type: Total/NA
Prep Batch: 769463
%Rec
D %Rec Limits
54 80-120
Client Sample ID: 4501-MW11
Prep Type: Total/NA
Prep Batch: 769463
%Rec RPD
D %Rec Limits RPD Limit
56 80-120 3 20
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 769876
D Prepared Analyzed Dil Fac
03/27/2314:22 03/28/2311:27 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 769876
LCS LCS %Rec
Result Qualifier Unit D %Rec Limits
2.361 ug/L 94 80-120
RL MDL Unit
0.200 0.0800 ug/L
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 770494
D Prepared Analyzed Dil Fac
03/30/23 09:56 03/30/23 15:38 1
Eurofins Raleigh
Page 151 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 7470A - Mercury (CVAA)
Lab Sample ID: LCS 680-770494/2-A
Matrix: Water
Analysis Batch: 770613
Analyte
Mercury
Lab Sample ID: MB 680-771058/1-A
Matrix: Water
Analysis Batch: 771251
MB MB
Analyte Result Qualifier
Mercury <0.0800
Lab Sample ID: LCS 680-771058/2-A
Matrix: Water
Analysis Batch: 771251
Analyte
Mercury
Method: 2320B-2011 - Alkalinity, Total
Lab Sample ID: MB 680-769846/4
Matrix: Water
Analysis Batch: 769846
MB MB
Analyte Result Qualifier
Alkalinity as CaCO3 to pH 4.5 <2.20
Lab Sample ID: LCS 680-769846/6
Matrix: Water
Analysis Batch: 769846
Analyte
Alkalinity as CaCO3 to pH 4.5
Lab Sample ID: LCSD 680-769846/31
Matrix: Water
Analysis Batch: 769846
Analyte
Alkalinity as CaCO3 to pH 4.5
Lab Sample ID: 752-4682-3 DU
Matrix: Ground Water
Analysis Batch: 769846
Sample Sample
Analyte Result Qualifier
Alkalinity as CaCO3 to pH 4.5 26.7
F
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 770494
Spike LCS LCS %Rec
Added Result Qualifier Unit D %Rec Limits
2.50 2.360 ug/L 94 80-120
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 771058 Iw
RL MDL Unit D Prepared Analyzed Dil Fac
0.200 0.0800 ug/L 04/03/2311:03 04/03/2318:04 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 771058
Spike LCS LCS %Rec
Added Result Qualifier Unit D %Rec Limits
2.50 2.468 ug/L 99 80 -120
(-
-
Client Sample ID: Method Blank
Prep Type: Total/NA
RL MDL Unit D Prepared Analyzed Dil Fac
5.00 2.20 mg/L 03/24/23 23:46 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike LCS LCS %Rec
Added Result Qualifier Unit D %Rec Limits
250 254.1 mg/L 102 90 -112
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Spike LCSD LCSD
Added Result Qualifier Unit
250 254.8 mg/L
DU DU
Result Qualifier Unit
27.47 mg/L
%Rec RPD
D %Rec Limits RPD Limit
102 90-112 0 30
Client Sample ID: 4501-MW10
Prep Type: Total/NA
RPD
D RPD Limit
3 30
Page 152 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 2320B-2011 - Alkalinity, Total (Continued)
Lab Sample ID: MB 680-770280/4
Matrix: Water
Analysis Batch: 770280
MB
MB
Analyte Result
Qualifier RL
Alkalinity as CaCO3 to pH 4.5 <2.20
5.00
Lab Sample ID: LCS 680-770280/6
Matrix: Water
Analysis Batch: 770280
Spike
Analyte
Added
Alkalinity as CaCO3 to pH 4.5
250
Lab Sample ID: LCSD 680-770280/31
Matrix: Water
Analysis Batch: 770280
Spike
Analyte
Added
Alkalinity as CaCO3 to pH 4.5
250
Method: 353.2 - Nitrogen, Nitrite
Lab Sample ID: MB 752-1984/11
Matrix: Water
Analysis Batch: 1984
MB MB
Analyte Result Qualifier
Nitrite as N <0.0168
Lab Sample ID: MB 752-1984/27
Matrix: Water
Analysis Batch: 1984
MB MB
Analyte Result Qualifier
Nitrite as N <0.0168
Lab Sample ID: LCS 752-1984/10
Matrix: Water
Analysis Batch: 1984
Analyte
Nitrite as N
Lab Sample ID: LCSD 752-1984/39
Matrix: Water
Analysis Batch: 1984
Analyte
Nitrite as N
F
Job ID: 752-4652-1
-
Client Sample ID: Method Blank
Prep Type: Total/NA
MDL Unit
D Prepared Analyzed Dil Fac
2.20 mg/L
03/28/2319:40 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS LCS
%Rec
Result Qualifier
Unit D %Rec Limits
249.4
mg/L 100 90 -112
Client
Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
LCSD LCSD
%Rec RPD
Result Qualifier
Unit D %Rec Limits RPD Limit
255.4
mg/L 102 90 -112 2 30
(-
Client Sample ID: Method Blank
Prep Type: Total/NA
RL
MDL
Unit
D Prepared Analyzed Dil Fac
0.100
0.0168
mg/L
03/21 /23 16:11 1
Client Sample ID: Method Blank
Prep Type: Total/NA
RL
MDL
Unit
D Prepared Analyzed Dil Fac
0.100
0.0168
mg/L
03/21/2316:27 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike LCS LCS %Rec
Added Result Qualifier Unit D %Rec Limits
1.00 0.9820 mg/L 98 90 -110
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Spike LCSD LCSD
Added Result Qualifier Unit
1.00 0.9985 mg/L
%Rec RPD
D %Rec Limits RPD Limit
100 90-110 2 10
Page 153 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 353.2 - Nitrogen, Nitrite (Continued)
Lab Sample ID: 752-4652-3 MS
Matrix: Ground Water
Analysis Batch: 1984
Sample Sample
Spike
Analyte Result Qualifier
Added
Nitrite as N <0.0168 F1
1.00
Lab Sample ID: 752-4652-3 MSD
Matrix: Ground Water
Analysis Batch: 1984
Sample Sample
Spike
Analyte Result Qualifier
Added
Nitrite as N <0.0168 F1
1.00
Lab Sample ID: MB 752-2027111
Matrix: Water
Analysis Batch: 2027
MB MB
Analyte Result Qualifier
Nitrite as N <0.0168
Lab Sample ID: MB 752-2027117
Matrix: Water
Analysis Batch: 2027
MB MB
Analyte Result Qualifier
Nitrite as N <0.0168
Lab Sample ID: LCS 752-2027/10
Matrix: Water
Analysis Batch: 2027
Spike
Analyte
Added
Nitrite as N
1.00
Lab Sample ID: LCSD 752-2027/47
Matrix: Water
Analysis Batch: 2027
Spike
Analyte
Added
Nitrite as N
1.00
Lab Sample ID: MB 752-2034/11
Matrix: Water
Analysis Batch: 2034
MB MB
Analyte Result Qualifier
Nitrite as N <0.0168
Lab Sample ID: MB 752-2034123
Matrix: Water
Analysis Batch: 2034
MB MB
Analyte Result Qualifier
Nitrite as N <0.0168
Job ID: 752-4652-1
MS
Result
MS
Qualifier
Unit
Client Sample ID: 4501-MW8
Prep Type: Total/NA
%Rec
D %Rec Limits
0.7722
F1
mg/L
77 90 -110
Client Sample ID: 4501-MW8
Prep Type: Total/NA
MSD
MSD
%Rec RPD
Result
Qualifier
Unit
D %Rec Limits RPD Limit
0.7854
F1
mg/L
79 90 -110 2 10
Client Sample ID: Method Blank
Prep Type: Total/NA
RL MDL Unit D Prepared Analyzed Dil Fac
0.100 0.0168 mg/L 03/22/2315:56 1
Client Sample ID: Method Blank
Prep Type: Total/NA
RL
MDL Unit
D Prepared Analyzed Dil Fac
0.100 0.0168 mg/L
03/22/2316:01 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS
LCS
%Rec
Result
Qualifier
Unit D %Rec Limits
0.9844
mg/L 98 90 -110
Client
Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
LCSD
LCSD
%Rec RPD
Result
Qualifier
Unit D %Rec Limits RPD Limit
0.9877
mg/L 99 90 -110 0 10
RL MDL Unit
0.100 0.0168 mg/L
RL MDL Unit
0.100 0.0168 mg/L
Client Sample ID: Method Blank
Prep Type: Total/NA
D Prepared Analyzed Dil Fac
03/23/23 16:12 1
Client Sample ID: Method Blank
Prep Type: Total/NA
D Prepared Analyzed Dil Fac
03/23/23 16:24 1
Page 154 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 353.2 - Nitrogen, Nitrite
Lab Sample ID: LCS 752-2034/10
Matrix: Water
Analysis Batch: 2034
Analyte
Nitrite as N
Lab Sample ID: LCSD 752-2034/39
Matrix: Water
Analysis Batch: 2034
Analyte
Nitrite as N
Method: 353.2 - Nitrogen, Nitrate -Nitrite
Lab Sample ID: MB 752-1986/10
Matrix: Water
Analysis Batch: 1986
MB MB
Analyte
Result Qualifier
Nitrate Nitrite as N
<0.0410
FLab Sample ID: MB 752-1986/39
Matrix: Water
Analysis Batch: 1986
MB MB
Analyte
Result Qualifier
Nitrate Nitrite as N
<0.0410
Lab Sample ID: MB 752-1986/73
Matrix: Water
Analysis Batch: 1986
MB MB
Analyte
Result Qualifier
Nitrate Nitrite as N
<0.0410
Lab Sample ID: LCS 752-1986/11
Matrix: Water
Analysis Batch: 1986
Analyte
Nitrate Nitrite as N
Lab Sample ID: LCS 752-1986/40
Matrix: Water
Analysis Batch: 1986
Analyte
Nitrate Nitrite as N
F
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
LCS
LCS %Rec C
Added
Result
Qualifier Unit D %Rec Limits
1.00
0.9967
mg/L 100 90-110
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Spike
LCSD
LCSD %Rec RPD
Added
Result
Qualifier Unit D %Rec Limits RPD Limit
1.00
0.9735
mg/L 97 90 -110 2 10
Client Sample ID: Method Blank
Prep Type: Total/NA
RL MDL Unit D Prepared Analyzed Dil Fac
0.100 0.0410 mg/L 03/27/2311:23 1
Client Sample ID: Method Blank
Prep Type: Total/NA
RL
MDL
Unit
D Prepared Analyzed Dil Fac
0.100
0.0410
mg/L
03/27/2312:23 1
Client Sample ID: Method Blank
Prep Type: Total/NA
RL
MDL
Unit
D Prepared Analyzed Dil Fac
0.100
0.0410
mg/L
03/27/2313:56 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike LCS LCS %Rec
Added Result Qualifier Unit D %Rec Limits
1.25 1.287 mg/L 103 90 -110
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike LCS LCS
Added Result Qualifier Unit
1.25 1.237 mg/L
%Rec
D %Rec Limits
99 90-110
Page 155 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 353.2 - Nitrogen, Nitrate -Nitrite (Continued)
Lab Sample ID: LCSD 752-1986/94
Matrix: Water
Analysis Batch: 1986
Spike
Analyte
Added
Nitrate Nitrite as N
1.25
Lab Sample ID: MB 752-2160/10
Matrix: Water
Analysis Batch: 2160
MB MB
Analyte Result Qualifier
RL
Nitrate Nitrite as N <0.0410
0.100
Lab Sample ID: MB 752-2160125
Matrix: Water
Analysis Batch: 2160
MB MB
Analyte Result Qualifier
RL
Nitrate Nitrite as N <0.0410
0.100
Lab Sample ID: LCS 752-2160/11
Matrix: Water
Analysis Batch: 2160
Spike
Analyte
Added
Nitrate Nitrite as N
1.25
Lab Sample ID: LCS 752-2160/26
Matrix: Water
Analysis Batch: 2160
Spike
Analyte
Added
Nitrate Nitrite as N
1.25
Lab Sample ID: LCSD 752-2160/24
Matrix: Water
Analysis Batch: 2160
Spike
Analyte
Added
Nitrate Nitrite as N
1.25
Lab Sample ID: 752-4652-3 MS
Matrix: Ground Water
Analysis Batch: 2160
Sample Sample
Spike
Analyte Result Qualifier
Added
Nitrate Nitrite as N <0.0410 F1
0.521
Lab Sample ID: 752-4652-3 MSD
Matrix: Ground Water
Analysis Batch: 2160
Sample Sample
Spike
Analyte Result Qualifier
Added
Nitrate Nitrite as N <0.0410 F1
0.521
Page 156 0
Job ID: 752-4652-1
f
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
LCSD
LCSD
%Rec RPD
Result
Qualifier
Unit
D %Rec Limits RPD Limit
1.306
mg/L
104 90 -110 1 10
Client Sample ID: Method Blank
Prep Type: Total/NA
MDL Unit
D Prepared Analyzed Dil Fac
0.0410 mg/L
04/03/2311:05 1
Client Sample ID: Method Blank
Prep Type: Total/NA
MDL Unit
D Prepared Analyzed Dil Fac
0.0410 mg/L
04/03/2311:39 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS
LCS
%Rec
Result
Qualifier
Unit
D %Rec Limits
1.294
mg/L
104 90 -110
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS
LCS
%Rec
Result
Qualifier
Unit
D %Rec Limits
1.296
mg/L
104 90 -110
Client
Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
LCSD
LCSD
%Rec RPD
Result
Qualifier
Unit
D %Rec Limits RPD Limit
1.264
mg/L
101 90 -110 2 10
Client Sample ID: 4501-MW8
Prep Type: Total/NA
MS
MS
%Rec
Result
Qualifier
Unit
D %Rec Limits
0.5984
F1
mg/L
115 90 -110
Client Sample ID: 4501-MW8
Prep Type: Total/NA
MSD
MSD
%Rec RPD
Result
Qualifier
Unit
D %Rec Limits RPD Limit
0.5563
mg/L
107 90 -110 7 10
Eurofins Raleigh
242
4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 4500 S2 F-2011 - Sulfide, Total
Lab Sample ID: MB 680-769240/1
Matrix: Water
Analysis Batch: 769240
MB MB
Analyte Result Qualifier
Sulfide <1.00
Lab Sample ID: LCS 680-769240/2
Matrix: Water
Analysis Batch: 769240
Analyte
Sulfide
Sulfide as 1-12S
Lab Sample ID: LCSD 680-76924013
Matrix: Water
Analysis Batch: 769240
Analyte
Sulfide
Sulfide as 1-12S
Lab Sample ID: LLCS 680-769240/4
Matrix: Water
Analysis Batch: 769240
Analyte
Sulfide
Sulfide as 1-12S
Lab Sample ID: 752-4652-3 MS
Matrix: Ground Water
Analysis Batch: 769240
Sample Sample
Analyte Result Qualifier
Sulfide <0.926 F1
Lab Sample ID: 752-4652-3 MSD
Matrix: Ground Water
Analysis Batch: 769240
Sample Sample
Analyte Result Qualifier
Sulfide <0.926 F1
Lab Sample ID: MB 680-769471/1
Matrix: Water
Analysis Batch: 769471
MB MB
Analyte Result Qualifier
Sulfide <1.00
F
Job ID: 752-4652-1
Client Sample ID: Method Blank
Prep Type: Total/NA
RL
RL Unit
D Prepared Analyzed Dil Fac
1.00
1.00 mg/L
03/23/2310:41 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
LCS
LCS
%Rec
Added
Result
Qualifier
Unit
D %Rec Limits
10.0
8.460
mg/L
85 75 -125
10.6
8.989
mg/L
85 75 -125
Client
Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Spike
LCSD
LCSD
%Rec RPD
Added
Result
Qualifier
Unit
D %Rec Limits RPD Limit
10.0
8.592
mg/L
86 75 -125 2 30
10.6
9.129
mg/L
86 75 -125 2 30
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
LLCS
LLCS
%Rec
Added
Result
Qualifier
Unit
D %Rec Limits
1.00
<1.00
mg/L
87
1.06
<1.10
mg/L
87
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Spike
MS
MS
%Rec
Added
Result
Qualifier
Unit
D %Rec Limits
8.57
6.019
F1
mg/L
70 75 -125
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Spike
MSD
MSD
%Rec RPD
Added
Result
Qualifier
Unit
D %Rec Limits RPD Limit
9.24
6.187
F1
mg/L
67 75 -125 3 30
Client Sample ID: Method Blank
Prep Type: Total/NA
RL RL Unit D Prepared Analyzed Dil Fac
1.00 1.00 mg/L 03/24/2310:13 1
Eurofins Raleigh
Page 157 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 4500 S2 F-2011 - Sulfide, Total (Continued)
Lab Sample ID: LCS 680-769471/2
Matrix: Water
Analysis Batch: 769471
Spike
Analyte
Added
Sulfide
10.0
Sulfide as H2S
10.6
Lab Sample ID: LCSD 680-769471/3
Matrix: Water
Analysis Batch: 769471
Spike
Analyte
Added
Sulfide
10.0
Sulfide as H2S
10.6
[Lab Sample ID: 752-4682-1 DU
Matrix: Ground Water
Analysis Batch: 769471
Sample Sample
Analyte Result Qualifier
Sulfide <0.962
Lab Sample ID: MB 680-770092/1
Matrix: Water
Analysis Batch: 770092
MB MB
Analyte Result Qualifier
RL
Sulfide <1.00
1.00
FLab Sample ID: LCS 680-770092/2
Matrix: Water
Analysis Batch: 770092
Spike
Analyte
Added
Sulfide
10.0
Sulfide as H2S
10.6
Lab Sample ID: LCSD 680-770092/3
Matrix: Water
Analysis Batch: 770092
Spike
Analyte
Added
Sulfide
10.0
Sulfide as H2S
10.6
F
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS
LCS
%Rec
C
Result
Qualifier
Unit
D %Rec Limits
9.484
mg/L
95 75-125
10.08
mg/L
95 75 -125
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
LCSD
LCSD
%Rec RPD
Result
Qualifier
Unit
D %Rec Limits RPD Limit
9.335
mg/L
93 75-125 2 30
9.918
mg/L
93 75-125 2 30
Client Sample ID: 4501-MW6
Prep Type: Total/NA
DU
DU
RPD
Result
Qualifier
Unit
D RPD Limit
0.9581
mg/L
NC 30
Client Sample ID: Method Blank
Prep Type: Total/NA
RL Unit D Prepared Analyzed Dil Fac
1.00 mg/L 03/28/2313:30 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS
LCS
%Rec
Result
Qualifier Unit
D %Rec
Limits
10.61
mg/L
106
75 -125
11.27
mg/L
106
75-125
Client Sample
ID: Lab Control Sample Dup
Prep Type: Total/NA
LCSD
LCSD
%Rec RPD
Result
Qualifier Unit
D %Rec
Limits RPD Limit
10.05
mg/L
101
75 -125 5 30
10.68
mg/L
101
75 -125 5 30
Method: 5310 B-2011 - Organic Carbon, Total (TOC)
FLab Sample ID: MB 680-771279/2 Client Sample ID: Method Blank
Matrix: Water Prep Type: Total/NA
Analysis Batch: 771279
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Total Non-purgeable Organic Carbon <0.500 1.00 0.500 mg/L 04/02/23 02:31 1
Eurofins Raleigh
Page 158 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Method: 5310 B-2011 - Organic Carbon, Total (TOC) (Continued)
Lab Sample ID: LCS 680-771279/3
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 771279
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits
Total Non-purgeable Organic
20.0
19.20
mg/L
96
80 -120
Carbon
TOC Result 1
20.0
19.26
mg/L
96
80 -120
TOC Result 2
20.0
19.11
mg/L
96
80 -120
TOC Result 3
20.0
19.24
mg/L
96
80 -120
TOC Result 4
20.0
19.30
mg/L
97
80 -120
Lab Sample ID: LCSD 680-771279/4
Client Sample
ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 771279
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits RPD Limit
Total Non-purgeable Organic
20.0
19.32
mg/L
97
80 -120 1 25
Carbon
TOC Result 1
20.0
19.25
mg/L
96
80 -120 0 25
TOC Result 2
20.0
19.42
mg/L
97
80 -120 2 25
TOC Result 3
20.0
19.30
mg/L
97
80 -120 0 25
TOC Result 4
20.0
19.59
mg/L
98
80 -120 1 25
Lab Sample ID: 752-4652-3 MS
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 771279
Sample
Sample
Spike
MS
MS
%Rec
Analyte Result
Qualifier
Added
Result
Qualifier
Unit
D %Rec
Limits
Total Non-purgeable Organic 28.0
20.0
50.96
mg/L
115
80 -120
Carbon
Lab Sample ID: 752-4652-3 MSD
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 771279
Sample
Sample
Spike
MSD
MSD
%Rec RPD
Analyte Result
Qualifier
Added
Result
Qualifier
Unit
D %Rec
Limits RPD Limit
Total Non-purgeable Organic 28.0
20.0
50.61
mg/L
113
80 -120 1 25
Carbon
Method: 9012B - Cyanide, Total andor Amenable
Lab Sample ID: MB 680-770468/12-A Client Sample ID: Method Blank
Matrix: Water Prep Type: Total/NA
Analysis Batch: 770561 Prep Batch: 770468
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Cyanide, Total <0.00250 0.0100 0.00250 mg/L 03/30/23 08:29 03/30/23 12:51 1
Lab Sample ID: LCS 680-770468/13-A Client Sample ID: Lab Control Sample
Matrix: Water Prep Type: Total/NA
Analysis Batch: 770561 Prep Batch: 770468
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
Cyanide, Total 0.0500 0.04943 mg/L 99 85 -115
Page 159 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: 9012B - Cyanide, Total andor Amenable (Continued)
Lab Sample ID: 752-4652-3 MS
Matrix: Ground Water
Analysis Batch: 770561
Sample Sample Spike MS MS
Analyte Result Qualifier Added Result Qualifier Unit
Cyanide, Total 0.00841 J F1 0.0500 0.04962 F1 mg/L
Lab Sample ID: 752-4652-3 MSD
Matrix: Ground Water
Analysis Batch: 770561
Sample
Sample
Spike
MSD
MSD
Analyte
Result
Qualifier
Added
Result
Qualifier Unit
Cyanide, Total
0.00841
J F1
0.0500
0.04818
F1 mg/L
Method: SM 2540C - Solids, Total Dissolved (TD
Lab Sample ID: MB 752-1928/1
Matrix: Water
Analysis Batch: 1928
MB MB
Analyte Result Qualifier
Total Dissolved Solids <50.0
FLab Sample ID: LCS 752-1928/2
Matrix: Water
Analysis Batch: 1928
Spike
Analyte
Added
Total Dissolved Solids
1000
Lab Sample ID: MB 752-1940/1
Matrix: Water
Analysis Batch: 1940
MB MB
Analyte Result Qualifier
Total Dissolved Solids <50.0
Lab Sample ID: LCS 752-1940/2
Matrix: Water
Analysis Batch: 1940
Spike
Analyte
Added
Total Dissolved Solids
1000
Lab Sample ID: 752-4682-4 DU
Matrix: Ground Water
Analysis Batch: 1940
Sample Sample
Analyte Result Qualifier
Total Dissolved Solids 610
F
Job ID: 752-4652-1
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Prep Batch: 770468
%Rec
D %Rec Limits
82 85-115
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Prep Batch: 770468 Iw
%Rec RPD
D %Rec Limits RPD Limit
80 85-115 3 20
Client Sample ID: Method Blank
Prep Type: Total/NA
RL MDL Unit D Prepared Analyzed Dil Fac
50.0 50.0 mg/L 03/27/2310:55 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS LCS %Rec
Result Qualifier Unit D %Rec Limits
988.0 mg/L 99 90 -110
Client Sample ID: Method Blank
Prep Type: Total/NA
RL MDL Unit D Prepared Analyzed Dil Fac
50.0 50.0 mg/L 03/28/2310:16 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS LCS
Result Qualifier Unit
958.0 mg/L
DU DU
Result Qualifier Unit
596.0 mg/L
%Rec
D %Rec Limits
96 90-110
Client Sample ID: 4501-MW11
Prep Type: Total/NA
RPD
D RPD Limit
2 10
Eurofins Raleigh
Page 160 of 242 4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: SM 2540C - Solids, Total Dissolved (TDS) (Continued)
Lab Sample ID: 752-4682-5 DU
Matrix: Ground Water
Analysis Batch: 1940
Sample Sample DU DU
Analyte Result Qualifier Result Qualifier Unit
Total Dissolved Solids 274 672.0 F3 mg/L
Method: SM 5210B - BOD, 5-Day
Lab Sample ID: SCB 752-1925/2
Matrix: Water
Analysis Batch: 1925
SCB SCB
Analyte Result Qualifier
Biochemical Oxygen Demand 0.8340
Lab Sample ID: USB 752-1925/1
Matrix: Water
Analysis Batch: 1925
USB USB
Analyte Result Qualifier
Biochemical Oxygen Demand <0.00000200
Lab Sample ID: LCS 752-1925/3
Matrix: Water
Analysis Batch: 1925
Analyte
Biochemical Oxygen Demand
Lab Sample ID: 752-4652-3 DU
Matrix: Ground Water
Analysis Batch: 1925
F
Job ID: 752-4652-1
Client Sample ID: 4501-MW12
Prep Type: Total/NA
RPD C
D RPD Limit
84 10
Client Sample ID: Method Blank
Prep Type: Total/NA •
RL RL Unit D Prepared Analyzed Dil Fac
0.0000020 0.0000020 mg/L 03/21/2314:40 1
0 0
Client Sample ID: Method Blank
Prep Type: Total/NA
RL RL Unit D Prepared Analyzed Dil Fac C
0.0000020 0.0000020 mg/L 03/21/2314:37 1
0 0
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike LCS LCS %Rec
Added Result Qualifier Unit D %Rec Limits
198 182.0 mg/L 92 85-115
Client Sample ID: 4501-MW8
Prep Type: Total/NA
Sample Sample
DU DU
RPD
Analyte Result Qualifier
Result Qualifier
Unit
D RPD Limit
Biochemical Oxygen Demand
3.83
3.406
mg/L
12 30
FLab Sample ID: SCB 752-1929/2
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 1929
SCB SCB
Analyte
Result Qualifier
RL
RL
Unit
D Prepared Analyzed Dil Fac
Biochemical Oxygen Demand
0.8277
0.0000020
0.0000020
mg/L
03/22/23 15:19 1
0
0
Lab Sample ID: USB 752-1929/1
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 1929
USB USB
Analyte
Result Qualifier
RL
RL
Unit
D Prepared Analyzed Dil Fac
Biochemical Oxygen Demand
0.02000
0.0000020
0.0000020
mg/L
03/22/23 15:17 1
0
0
Page 161 of 242
Eurofins Raleigh
4/19/2023

QC Sample Results
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Method: SM 5210B - BOD, 5-Day (Continued)
Lab Sample ID: LCS 752-1929/3
Matrix: Water
Analysis Batch: 1929
Spike
Analyte Added
Biochemical Oxygen Demand 198
Lab Sample ID: SCB 752-1942/2
Matrix: Water
Analysis Batch: 1942
Analyte
SCB SCB
Result Qualifier
Biochemical Oxygen Demand
0.8037
Lab Sample ID: USB 752-1942/1
Matrix: Water
Analysis Batch: 1942
USB USB
Analyte
Result Qualifier
Biochemical Oxygen Demand <0.00000200
Lab Sample ID: LCS 752-1942/3
Matrix: Water
Analysis Batch: 1942
F
Job ID: 752-4652-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS LCS %Rec L
Result Qualifier Unit D %Rec Limits
186.3 mg/L 94 85 -115
Client Sample ID: Method Blank
Prep Type: Total/NA
RL
RL
Unit
D Prepared Analyzed Dil Fac
0.0000020
0.0000020
mg/L
03/23/2313:52 1
0
0
Client Sample ID: Method Blank
Prep Type: Total/NA
RL
RL
Unit
D Prepared Analyzed Dil Fac
0.0000020
0.0000020
mg/L
03/23/2313:50 1
0
0
Spike
Analyte Added
Biochemical Oxygen Demand 198
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS LCS %Rec
Result Qualifier Unit D %Rec Limits
184.0 mg/L 93 85 -115
Method: SM 5220D - COD
Lab Sample ID: MB 752-1893/2
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 1893
MB MB
Analyte Result Qualifier
RL
MDL Unit
D Prepared Analyzed Dil Fac
Chemical Oxygen Demand <10.0
10.0
10.0 mg/L
03/22/23 17:43 1
Lab Sample ID: LCS 752-1893/4
Client Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 1893
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit D %Rec Limits
Chemical Oxygen Demand
500
506.2
mg/L 101 95 -105
Lab Sample ID: 752-4652-3 MS
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 1893
Sample Sample
Spike
MS
MS
%Rec
Analyte Result Qualifier
Added
Result
Qualifier
Unit D %Rec Limits
Chemical Oxygen Demand 113
500
588.2
mg/L 95 95 -105
Eurofins Raleigh
Page 162 of 242
4/19/2023

QC Sample Results
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method: SM 5220D - COD (Continued)
Lab Sample ID: 752-4652-3 MSD
Client Sample ID: 4501-MW8
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 1893
Sample
Sample
Spike
MSD MSD
%Rec RPD
Analyte Result
Qualifier
Added
Result Qualifier
Unit D %Rec Limits RPD Limit
Chemical Oxygen Demand 113
500
596.6
mg/L 97 95 -105 1 5
Lab Sample ID: MB 752-2024/2
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2024
MB MB
�
Analyte Result Qualifier
RL MDL Unit
D Prepared Analyzed Dil Fac
Chemical Oxygen Demand <10.0
10.0 10.0 mg/L
03/30/23 10:08 1
Lab Sample ID: LCS 752-2024/4
Client Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 2024
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit D %Rec Limits
Chemical Oxygen Demand
500
502.0
mg/L 100 95 -105
Lab Sample ID: 752-4682-1 MS
Client Sample ID: 4501-MW6
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 2024
Sample
Sample
Spike
Ms MS
%Rec
Analyte Result
Qualifier
Added
Result Qualifier
Unit D %Rec Limits
Chemical Oxygen Demand 71.1
500
571.3
mg/L 100 95 -105
Lab Sample ID: 752-4682-1 MSD
Client Sample ID: 4501-MW6
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 2024
Sample
Sample
Spike
MSD MSD
%Rec RPD
Analyte Result
Qualifier
Added
Result Qualifier
Unit D %Rec Limits RPD Limit
Chemical Oxygen Demand 71.1
500
588.2
mg/L 103 95 -105 3 5
Page 163 of 242
Eurofins Raleigh
4/19/2023

QC Association Summary
Client: WSP USA Inc
Project/Site: Henderson County Landfills
GC/MS VOA
Analysis Batch: 2053
Job ID: 752-4652-1
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4652-1
4501-AMW1S
Total/NA
Ground Water
8260D
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
8260D
752-4652-3
4501-MW8
Total/NA
Ground Water
8260D
MB 752-2053/8
Method Blank
Total/NA
Water
8260D
LCS 752-2053/5
Lab Control Sample
Total/NA
Water
8260D
LCSD 752-2053/6
Lab Control Sample Dup
Total/NA
Water
8260D
MRL 752-2053/4
Lab Control Sample
Total/NA
Water
8260D
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
8260D
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
8260D
Analysis Batch: 2066
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4750-1
4501-AMW1D
Total/NA
Ground Water
8260D
752-4750-2
4501-AMW2D
Total/NA
Ground Water
8260D
MB 752-2066/8
Method Blank
Total/NA
Water
8260D
LCS 752-2066/5
Lab Control Sample
Total/NA
Water
8260D
LCSD 752-2066/6
Lab Control Sample Dup
Total/NA
Water
8260D
MRL 752-2066/4
Lab Control Sample
Total/NA
Water
8260D
Analysis Batch: 2107
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4682-1
4501-MW6
Total/NA
Ground Water
8260D
752-4682-2
4501-MW7
Total/NA
Ground Water
8260D
752-4682-3
4501-MW10
Total/NA
Ground Water
8260D
752-4682-4
4501-MW11
Total/NA
Ground Water
8260D
752-4682-5
4501-MW12
Total/NA
Ground Water
8260D
752-4682-6
4501-MW13
Total/NA
Ground Water
8260D
752-4682-7
4501-Old MW2
Total/NA
Ground Water
8260D
MB 752-2107/8
Method Blank
Total/NA
Water
8260D
LCS 752-2107/5
Lab Control Sample
Total/NA
Water
8260D
LCSD 752-2107/6
Lab Control Sample Dup
Total/NA
Water
8260D
MRL 752-2107/4
Lab Control Sample
Total/NA
Water
8260D
752-4682-4 MS
4501-MW11
Total/NA
Ground Water
8260D
752-4682-4 MSD
4501-MW11
Total/NA
Ground Water
8260D
Analysis Batch: 2111
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4748-1
4501-AMW2S
Total/NA
Ground Water
8260D
752-4749-1
4501-Field Blank
Total/NA
Water
8260D
752-4750-3
4501-BR1
Total/NA
Surface Water
8260D
752-4750-4
4501-BR2
Total/NA
Surface Water
8260D
752-4750-5
4501-BR3
Total/NA
Surface Water
8260D
752-4750-6
4501-SW1
Total/NA
Surface Water
8260D
752-4750-7
4501-MW9
Total/NA
Ground Water
8260D
752-4750-8
4501-Trip Blank
Total/NA
Water
8260D
MB 752-2111/9
Method Blank
Total/NA
Water
8260D
LCS 752-2111/5
Lab Control Sample
Total/NA
Water
8260D
LCSD 752-2111/6
Lab Control Sample Dup
Total/NA
Water
8260D
MRL 752-2111/7
Lab Control Sample
Total/NA
Water
8260D
0
Eurofins Raleigh
Page 164 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
GC/MS VOA
Analysis Batch: 2118
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4750-1
4501-AMW1D
Total/NA
Ground Water
8260D
752-4750-2
4501-AMW2D
Total/NA
Ground Water
8260D
MB 752-2118/9
Method Blank
Total/NA
Water
8260D
LCS 752-2118/5
Lab Control Sample
Total/NA
Water
8260D
LCSD 752-2118/6
Lab Control Sample Dup
Total/NA
Water
8260D
MRL 752-2118/4
Lab Control Sample
Total/NA
Water
8260D
Analysis Batch: 770326
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
8260 SIM
MB 680-770326/6
Method Blank
Total/NA
Water
8260 SIM
LCS 680-770326/3
Lab Control Sample
Total/NA
Water
8260 SIM
LCSD 680-770326/4
Lab Control Sample Dup
Total/NA
Water
8260 SIM
Analysis Batch: 770731
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
752-4652-1
4501-AMW1S
Total/NA
Ground Water
8260 SIM
752-4652-3
4501-MW8
Total/NA
Ground Water
8260 SIM
752-4682-1
4501-MW6
Total/NA
Ground Water
8260 SIM
752-4682-2
4501-MW7
Total/NA
Ground Water
8260 SIM
752-4682-3
4501-MW10
Total/NA
Ground Water
8260 SIM
752-4682-4
4501-MW11
Total/NA
Ground Water
8260 SIM
752-4682-5
4501-MW12
Total/NA
Ground Water
8260 SIM
752-4682-6
4501-MW13
Total/NA
Ground Water
8260 SIM
752-4748-1
4501-AMW2S
Total/NA
Ground Water
8260 SIM
752-4749-1
4501-Field Blank
Total/NA
Water
8260 SIM
752-4750-1
4501-AMW1D
Total/NA
Ground Water
8260 SIM
752-4750-2
4501-AMW2D
Total/NA
Ground Water
8260 SIM
752-4750-3
4501-BR1
Total/NA
Surface Water
8260 SIM
752-4750-4
4501-BR2
Total/NA
Surface Water
8260 SIM
752-4750-5
4501-BR3
Total/NA
Surface Water
8260 SIM
752-4750-6
4501-SW1
Total/NA
Surface Water
8260 SIM
752-4750-7
4501-MW9
Total/NA
Ground Water
8260 SIM
752-4750-8
4501-Trip Blank
Total/NA
Water
8260 SIM
MB 680-770731/6
Method Blank
Total/NA
Water
8260 SIM
LCS 680-770731/3
Lab Control Sample
Total/NA
Water
8260 SIM
LCSD 680-770731/4
Lab Control Sample Dup
Total/NA
Water
8260 SIM
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
8260 SIM
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
8260 SIM
752-4682-4 MS
4501-MW11
Total/NA
Ground Water
8260 SIM
752-4682-4 MSD
4501-MW11
Total/NA
Ground Water
8260 SIM
GUMS Semi VOA
Prep Batch: 769544
Prep Batch a
•
Prep Batch
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
3510C
752-4652-3
4501-MW8
Total/NA
Ground Water
3510C
752-4682-1
4501-MW6
Total/NA
Ground Water
3510C
752-4682-2
4501-MW7
Total/NA
Ground Water
3510C
MB 680-769544/1-A
Method Blank
Total/NA
Water
3510C
Eurofins Raleigh
Page 165 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Project/Site: Henderson County Landfills
GC/MS Semi VOA (Continued)
Prep Batch: 769544 (Continued)
Lab Sample ID
Client Sample ID
LCS 680-769544/2-A
Lab Control Sample
752-4652-3 MS
4501-MW8
752-4652-3 MSD
4501-MW8
Analysis Batch: 769649
Lab Sample ID
Client Sample ID
752-4652-2
4501-MW5(Background)
752-4652-3
4501-MW8
752-4682-1
4501-M W6
752-4682-2
4501-MW7
MB 680-769544/1-A
Method Blank
LCS 680-769544/2-A
Lab Control Sample
752-4652-3 MS
4501-MW8
752-4652-3 MSD
4501-MW8
Prep Batch: 769804
Lab Sample ID
Client Sample ID
752-4749-1
4501-Field Blank
MB 680-769804/1-A
Method Blank
LCS 680-769804/2-A
Lab Control Sample
LCSD 680-769804/3-A
Lab Control Sample Dup
Analysis Batch: 769934
Prep Type
Matrix
Total/NA
Water
Total/NA
Ground Water
Total/NA
Ground Water
Prep Type
Matrix
Total/NA
Ground Water
Total/NA
Ground Water
Total/NA
Ground Water
Total/NA
Ground Water
Total/NA
Water
Total/NA
Water
Total/NA
Ground Water
Total/NA
Ground Water
Prep Type
Matrix
Total/NA
Water
Total/NA
Water
Total/NA
Water
Total/NA
Water
Method
3510C
3510C
3510C
Method
8270D
8270D
8270D
8270D
8270D
8270D
8270D
8270D
Method
3510C
3510C
3510C
3510C
Job ID: 752-4652-1
Prep Batch
Prep Batch
769544
769544
769544
769544
769544
769544
769544
769544
Prep Batch
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4749-1
4501-Field Blank
Total/NA
Water
8270D
769804
MB 680-769804/1-A
Method Blank
Total/NA
Water
8270D
769804
LCS 680-769804/2-A
Lab Control Sample
Total/NA
Water
8270D
769804
LCSD 680-769804/3-A
Lab Control Sample Dup
Total/NA
Water
8270D
769804
GC VOA
Analysis Batch: 189739
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4652-1
4501-AMW1S
Total/NA
Ground Water
RSK-175
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
RSK-175
752-4652-3
4501-MW8
Total/NA
Ground Water
RSK-175
MB 200-189739/28
Method Blank
Total/NA
Water
RSK-175
LCS 200-189739/26
Lab Control Sample
Total/NA
Water
RSK-175
LCSD 200-189739/27
Lab Control Sample Dup
Total/NA
Water
RSK-175
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
RSK-175
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
RSK-175
Analysis Batch: 189761
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4652-3 - DL
4501-MW8
Total/NA
Ground Water
RSK-175
752-4682-1
4501-MW6
Total/NA
Ground Water
RSK-175
752-4682-2
4501-MW7
Total/NA
Ground Water
RSK-175
752-4682-7
4501-Old MW2
Total/NA
Ground Water
RSK-175
752-4748-1
4501-AMW2S
Total/NA
Ground Water
RSK-175
MB 200-189761/4
Method Blank
Total/NA
Water
RSK-175
LCS 200-189761/2
Lab Control Sample
Total/NA
Water
RSK-175
Eurofins Raleigh
Page 166 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Project/Site: Henderson County Landfills
GC VOA (Continued)
Analysis Batch: 189761 (Continued)
Job ID: 752-4652-1
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
LCSD 200-189761/3
Lab Control Sample Dup
Total/NA
Water
RSK-175
752-4652-3 MS - DL
4501-MW8
Total/NA
Ground Water
RSK-175
752-4652-3 MSD - DL
4501-MW8
Total/NA
Ground Water
RSK-175
Analysis Batch: 189814
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-7 - DL
4501-Old MW2
Total/NA
Ground Water
RSK-175
MB 200-189814/4
Method Blank
Total/NA
Water
RSK-175
LCS 200-189814/2
Lab Control Sample
Total/NA
Water
RSK-175
LCSD 200-189814/3
Lab Control Sample Dup
Total/NA
Water
RSK-175
Analysis Batch: 189816
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total/NA
Ground Water
RSK-175
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
RSK-175
752-4652-3
4501-MW8
Total/NA
Ground Water
RSK-175
752-4682-1
4501-MW6
Total/NA
Ground Water
RSK-175
752-4682-2
4501-MW7
Total/NA
Ground Water
RSK-175
752-4682-7
4501-Old MW2
Total/NA
Ground Water
RSK-175
MB 200-189816/3
Method Blank
Total/NA
Water
RSK-175
LCS 200-189816/2
Lab Control Sample
Total/NA
Water
RSK-175
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
RSK-175
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
RSK-175
Analysis Batch: 189906
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4748-1
4501-AMW2S
Total/NA
Ground Water
RSK-175
MB 200-189906/3
Method Blank
Total/NA
Water
RSK-175
LCS 200-189906/2
Lab Control Sample
Total/NA
Water
RSK-175
LCSD 200-189906/22
Lab Control Sample Dup
Total/NA
Water
RSK-175
GC Semi VOA
Prep Batch: 769190
Lab Sample ID
Client Sample ID
752-4652-2
4501-MW5(Background)
752-4652-3
4501-MW8
MB 680-769190/1-A
Method Blank
LCS 680-769190/2-A
Lab Control Sample
752-4652-3 MS
4501-MW8
752-4652-3 MSD
4501-MW8
Prep Batch: 769227
Lab Sample ID
Client Sample ID
752-4652-2
4501-MW5(Background)
752-4652-3
4501-MW8
MB 680-769227/1-A
Method Blank
LCS 680-769227/2-A
Lab Control Sample
LCS 680-769227/5-A
Lab Control Sample
752-4652-3 MS
4501-MW8
752-4652-3 MS
4501-MW8
Prep Type
Matrix
Method
Total/NA
Ground Water
8151A
Total/NA
Ground Water
8151A
Total/NA
Water
8151A
Total/NA
Water
8151A
Total/NA
Ground Water
8151A
Total/NA
Ground Water
8151A
Prep Type
Matrix
Method
Total/NA
Ground Water
3510C
Total/NA
Ground Water
3510C
Total/NA
Water
3510C
Total/NA
Water
3510C
Total/NA
Water
3510C
Total/NA
Ground Water
3510C
Total/NA
Ground Water
3510C
Prep Batch
Prep Batch
0
Eurofins Raleigh
Page 167 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Project/Site: Henderson County Landfills
GC Semi VOA (Continued)
Prep Batch: 769227 (Continued)
Lab Sample ID Client Sample ID
752-4652-3 MSD 4501-MW8
752-4652-3 MSD 4501-MW8
Analysis Batch: 769499
Job ID: 752-4652-1
Prep Type Matrix Method Prep Batch
Total/NA Ground Water 3510C
Total/NA Ground Water 3510C
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
8081B
769227
752-4652-3
4501-MW8
Total/NA
Ground Water
8081B
769227
MB 680-769227/1-A
Method Blank
Total/NA
Water
8081B
769227
LCS 680-769227/2-A
Lab Control Sample
Total/NA
Water
8081B
769227
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
8081B
769227
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
8081B
769227
Analysis Batch: 769502
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
8082A
769227
752-4652-3
4501-MW8
Total/NA
Ground Water
8082A
769227
MB 680-769227/1-A
Method Blank
Total/NA
Water
8082A
769227
LCS 680-769227/5-A
Lab Control Sample
Total/NA
Water
8082A
769227
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
8082A
769227
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
8082A
769227
Prep Batch: 769585
Lab Sample ID
Client Sample ID
MB 680-769585/1-A
Method Blank
LCS 680-769585/2-A
Lab Control Sample
LCS 680-769585/5-A
Lab Control Sample
LCSD 680-769585/6-A
Lab Control Sample Dup
Prep Batch: 769824
Lab Sample ID
752-4682-1
752-4682-2
752-4682-3
752-4682-4
752-4682-5
752-4682-6
752-4749-1
MB 680-769824/1-A
LCS 680-769824/2-A
752-4682-4 MS
752-4682-4 MSD
Analysis Batch: 769834
Lab Sample ID
752-4682-1
752-4682-1
752-4682-2
752-4682-2
MB 680-769585/1-A
LCS 680-769585/2-A
LCS 680-769585/5-A
Prep Type
Matrix
Method Prep Batch
Total/NA
Water
3510C
Total/NA
Water
3510C
Total/NA
Water
3510C
Total/NA
Water
3510C
Client Sample ID
Prep Type
Matrix
Method
4501-MW6
Total/NA
Ground Water
8151A
4501-MW7
Total/NA
Ground Water
8151A
4501-MW10
Total/NA
Ground Water
8151A
4501-MW11
Total/NA
Ground Water
8151A
4501-MW12
Total/NA
Ground Water
8151A
4501-MW13
Total/NA
Ground Water
8151A
4501-Field Blank
Total/NA
Water
8151A
Method Blank
Total/NA
Water
8151A
Lab Control Sample
Total/NA
Water
8151A
4501-MW11
Total/NA
Ground Water
8151A
4501-MW11
Total/NA
Ground Water
8151A
Client Sample ID
Prep Type
Matrix
Method
4501-MW6
Total/NA
Ground Water
8081B
4501-MW6
Total/NA
Ground Water
8082A
4501-MW7
Total/NA
Ground Water
8081B
4501-MW7
Total/NA
Ground Water
8082A
Method Blank
Total/NA
Water
8081 B
Lab Control Sample
Total/NA
Water
8081 B
Lab Control Sample
Total/NA
Water
8081 B
Prep Batch
Prep Batch
769585
769585
769585
Page 168 of 242
Eurofins Raleigh
4/19/2023

QC Association Summary
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
GC Semi VOA (Continued)
Analysis Batch: 769834 (Continued)
Lab Sample ID Client Sample ID
Prep Type
Matrix
Method
Prep Batch
LCSD 680-769585/6-A Lab Control Sample Dup
Total/NA
Water
8081B
769585
Analysis Batch: 769950
Lab Sample ID Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-2 4501-MW5 (Background)
Total/NA
Ground Water
8151A
769190
752-4652-3 4501-MW8
Total/NA
Ground Water
8151A
769190
MB 680-769190/1-A Method Blank
Total/NA
Water
8151A
769190
LCS 680-769190/2-A Lab Control Sample
Total/NA
Water
8151A
769190
752-4652-3 MS 4501-MW8
Total/NA
Ground Water
8151A
769190
752-4652-3 MSD 4501-MW8
Total/NA
Ground Water
8151A
769190
Prep Batch: 770015
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
MB 680-770015/1-A
Method Blank
Total/NA
Water
3510C
LCS 680-770015/2-A
Lab Control Sample
Total/NA
Water
3510C
LCS 680-770015/4-A
Lab Control Sample
Total/NA
Water
3510C
LCSD 680-770015/3-A
Lab Control Sample Dup
Total/NA
Water
3510C
LCSD 680-770015/5-A
Lab Control Sample Dup
Total/NA
Water
3510C
Analysis Batch: 770343
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-1
4501-MW6
Total/NA
Ground Water
8151A
769824
752-4682-2
4501-MW7
Total/NA
Ground Water
8151A
769824
752-4682-3
4501-MW10
Total/NA
Ground Water
8151A
769824
752-4682-4
4501-MW11
Total/NA
Ground Water
8151A
769824
752-4682-5
4501-MW12
Total/NA
Ground Water
8151A
769824
752-4682-6
4501-MW13
Total/NA
Ground Water
8151A
769824
752-4749-1
4501-Field Blank
Total/NA
Water
8151A
769824
MB 680-769824/1-A
Method Blank
Total/NA
Water
8151A
769824
LCS 680-769824/2-A
Lab Control Sample
Total/NA
Water
8151A
769824
752-4682-4 MS
4501-MW11
Total/NA
Ground Water
8151A
769824
752-4682-4 MSD
4501-MW11
Total/NA
Ground Water
8151A
769824
Analysis Batch: 770371
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4749-1
4501-Field Blank
Total/NA
Water
8081E
752-4749-1
4501-Field Blank
Total/NA
Water
8082A
MB 680-770015/1-A
Method Blank
Total/NA
Water
8081E
770015
LCS 680-770015/2-A
Lab Control Sample
Total/NA
Water
8081B
770015
LCS 680-770015/4-A
Lab Control Sample
Total/NA
Water
8081B
770015
LCSD 680-770015/3-A
Lab Control Sample Dup
Total/NA
Water
8081B
770015
LCSD 680-770015/5-A
Lab Control Sample Dup
Total/NA
Water
8081E
770015
HPLCAC
Analysis Batch: 28303
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total/NA
Ground Water
VFA-HPLC
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
VFA-HPLC
752-4652-3
4501-MW8
Total/NA
Ground Water
VFA-HPLC
752-4682-1
4501-MW6
Total/NA
Ground Water
VFA-HPLC
Eurofins Raleigh
Page 169 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
HPLCAC (Continued)
Analysis Batch: 28303 (Continued)
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-2
4501-MW7
Total/NA
Ground Water
VFA-HPLC
752-4682-7
4501-Old MW2
Total/NA
Ground Water
VFA-HPLC
752-4748-1
4501-AMW2S
Total/NA
Ground Water
VFA-HPLC
MB 670-28303/5
Method Blank
Total/NA
Water
VFA-HPLC
LCS 670-28303/3
Lab Control Sample
Total/NA
Water
VFA-HPLC
LCSD 670-28303/4
Lab Control Sample Dup
Total/NA
Water
VFA-HPLC
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
VFA-HPLC
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
VFA-HPLC
Analysis Batch: 771548
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total/NA
Ground Water
300.0-1993 R2.1
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
300.0-1993 R2.1
752-4652-3
4501-MW8
Total/NA
Ground Water
300.0-1993 R2.1
752-4682-1
4501-MW6
Total/NA
Ground Water
300.0-1993 R2.1
752-4682-2
4501-MW7
Total/NA
Ground Water
300.0-1993 R2.1
752-4682-3
4501-MW10
Total/NA
Ground Water
300.0-1993 R2.1
752-4682-4
4501-MW11
Total/NA
Ground Water
300.0-1993 R2.1
MB 680-771548/1015
Method Blank
Total/NA
Water
300.0-1993 R2.1
LCS 680-771548/16
Lab Control Sample
Total/NA
Water
300.0-1993 R2.1
LCSD 680-771548/17
Lab Control Sample Dup
Total/NA
Water
300.0-1993 R2.1
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
300.0-1993 R2.1
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
300.0-1993 R2.1
752-4682-4 MS
4501-MW11
Total/NA
Ground Water
300.0-1993 R2.1
752-4682-4 MSD
4501-MW11
Total/NA
Ground Water
300.0-1993 R2.1
Analysis Batch: 772611
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4682-1
4501-MW6
Total/NA
Ground Water
300.0-1993 R2.1
752-4682-2
4501-MW7
Total/NA
Ground Water
300.0-1993 R2.1
752-4682-3
4501-MW10
Total/NA
Ground Water
300.0-1993 R2.1
752-4682-5
4501-MW12
Total/NA
Ground Water
300.0-1993 R2.1
752-4682-6
4501-MW13
Total/NA
Ground Water
300.0-1993 R2.1
752-4682-7
4501-Old MW2
Total/NA
Ground Water
300.0-1993 R2.1
MB 680-772611/1013
Method Blank
Total/NA
Water
300.0-1993 R2.1
LCS 680-772611/14
Lab Control Sample
Total/NA
Water
300.0-1993 R2.1
LCSD 680-772611/15
Lab Control Sample Dup
Total/NA
Water
300.0-1993 R2.1
752-4682-6 MS
4501-MW13
Total/NA
Ground Water
300.0-1993 R2.1
752-4682-6 MSD
4501-MW13
Total/NA
Ground Water
300.0-1993 R2.1
Analysis Batch: 773150
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4748-1
4501-AMW2S
Total/NA
Ground Water
300.0-1993 R2.1
MB 680-773150/1012
Method Blank
Total/NA
Water
300.0-1993 R2.1
LCS 680-773150/13
Lab Control Sample
Total/NA
Water
300.0-1993 R2.1
LCSD 680-773150/14
Lab Control Sample Dup
Total/NA
Water
300.0-1993 R2.1
Eurofins Raleigh
Page 170 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Metals
Prep Batch: 769164
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4652-2
4501-MW5 (Background)
Total Recoverable
Ground Water
3005A
752-4652-3
4501-MW8
Total Recoverable
Ground Water
3005A
MB 680-769164/1-A
Method Blank
Total Recoverable
Water
3005A
LCS 680-769164/2-A
Lab Control Sample
Total Recoverable
Water
3005A
752-4652-3 MS
4501-MW8
Total Recoverable
Ground Water
3005A
752-4652-3 MSD
4501-MW8
Total Recoverable
Ground Water
3005A
Prep Batch: 769166
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
752-4652-2
4501-MW5 (Background)
Total Recoverable
Ground Water
3005A
752-4652-3
4501-MW8
Total Recoverable
Ground Water
3005A
MB 680-769166/1-A
Method Blank
Total Recoverable
Water
3005A
LCS 680-769166/2-A
Lab Control Sample
Total Recoverable
Water
3005A
752-4652-3 MS
4501-MW8
Total Recoverable
Ground Water
3005A
752-4652-3 MSD
4501-MW8
Total Recoverable
Ground Water
3005A
Prep Batch: 769300
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
7470A
752-4652-3
4501-MW8
Total/NA
Ground Water
7470A
MB 680-769300/1-A
Method Blank
Total/NA
Water
7470A
LCS 680-769300/2-A
Lab Control Sample
Total/NA
Water
7470A
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
7470A
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
7470A
Prep Batch: 769390
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
752-4682-1
4501-MW6
Total Recoverable
Ground Water
3005A
752-4682-2
4501-MW7
Total Recoverable
Ground Water
3005A
752-4682-3
4501-MW10
Total Recoverable
Ground Water
3005A
752-4682-4
4501-MW11
Total Recoverable
Ground Water
3005A
752-4682-5
4501-MW12
Total Recoverable
Ground Water
3005A
752-4682-6
4501-MW13
Total Recoverable
Ground Water
3005A
MB 680-769390/1-A
Method Blank
Total Recoverable
Water
3005A
LCS 680-769390/2-A
Lab Control Sample
Total Recoverable
Water
3005A
752-4682-4 MS
4501-MW11
Total Recoverable
Ground Water
3005A
752-4682-4 MSD
4501-MW11
Total Recoverable
Ground Water
3005A
Prep Batch: 769391
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
752-4682-1
4501-MW6
Total Recoverable
Ground Water
3005A
752-4682-2
4501-MW7
Total Recoverable
Ground Water
3005A
752-4682-3
4501-MW10
Total Recoverable
Ground Water
3005A
752-4682-4
4501-MW11
Total Recoverable
Ground Water
3005A
752-4682-5
4501-MW12
Total Recoverable
Ground Water
3005A
752-4682-6
4501-MW13
Total Recoverable
Ground Water
3005A
MB 680-769391/1-A
Method Blank
Total Recoverable
Water
3005A
LCS 680-769391/2-A
Lab Control Sample
Total Recoverable
Water
3005A
752-4682-4 MS
4501-MW11
Total Recoverable
Ground Water
3005A
752-4682-4 MSD
4501-MW11
Total Recoverable
Ground Water
3005A
Prep Batch a
•
Prep Batch
Prep Batch
Prep Batch
Eurofins Raleigh
Page 171 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Metals
Analysis Batch: 769398
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-2
4501-MW5 (Background)
Total Recoverable
Ground Water
6020B
769166
752-4652-3
4501-MW8
Total Recoverable
Ground Water
6020B
769166
MB 680-769166/1-A
Method Blank
Total Recoverable
Water
6020B
769166
LCS 680-769166/2-A
Lab Control Sample
Total Recoverable
Water
6020B
769166
752-4652-3 MS
4501-MW8
Total Recoverable
Ground Water
6020B
769166
752-4652-3 MSD
4501-MW8
Total Recoverable
Ground Water
6020B
769166
Analysis Batch: 769407
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-2
4501-MW5 (Background)
Total Recoverable
Ground Water
6010D
769164
752-4652-3
4501-MW8
Total Recoverable
Ground Water
6010D
769164
MB 680-769164/1-A
Method Blank
Total Recoverable
Water
6010D
769164
LCS 680-769164/2-A
Lab Control Sample
Total Recoverable
Water
6010D
769164
752-4652-3 MS
4501-MW8
Total Recoverable
Ground Water
6010D
769164
752-4652-3 MSD
4501-MW8
Total Recoverable
Ground Water
6010D
769164
Prep Batch: 769463
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4682-1
4501-MW6
Total/NA
Ground Water
7470A
752-4682-2
4501-MW7
Total/NA
Ground Water
7470A
752-4682-3
4501-MW10
Total/NA
Ground Water
7470A
752-4682-4
4501-MW11
Total/NA
Ground Water
7470A
752-4682-5
4501-MW12
Total/NA
Ground Water
7470A
752-4682-6
4501-MW13
Total/NA
Ground Water
7470A
MB 680-769463/1-A
Method Blank
Total/NA
Water
7470A
LCS 680-769463/2-A
Lab Control Sample
Total/NA
Water
7470A
752-4682-4 MS
4501-MW11
Total/NA
Ground Water
7470A
752-4682-4 MSD
4501-MW11
Total/NA
Ground Water
7470A
Analysis Batch: 769538
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
7470A
769300
752-4652-3
4501-MW8
Total/NA
Ground Water
7470A
769300
MB 680-769300/1-A
Method Blank
Total/NA
Water
7470A
769300
LCS 680-769300/2-A
Lab Control Sample
Total/NA
Water
7470A
769300
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
7470A
769300
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
7470A
769300
Prep Batch: 769601
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
752-4750-1
4501-AMW1D
Total Recoverable
Ground Water
3005A
752-4750-2
4501-AMW2D
Total Recoverable
Ground Water
3005A
752-4750-3
4501-BR1
Total Recoverable
Surface Water
3005A
752-4750-4
4501-BR2
Total Recoverable
Surface Water
3005A
752-4750-5
4501-BR3
Total Recoverable
Surface Water
3005A
752-4750-6
4501-SW1
Total Recoverable
Surface Water
3005A
752-4750-7
4501-MW9
Total Recoverable
Ground Water
3005A
MB 680-769601/1-A
Method Blank
Total Recoverable
Water
3005A
LCS 680-769601/2-A
Lab Control Sample
Total Recoverable
Water
3005A
Prep Batch
Eurofins Raleigh
Page 172 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Metals
Prep Batch: 769602
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4750-1
4501-AMW1D
Total Recoverable
Ground Water
3005A
752-4750-2
4501-AMW2D
Total Recoverable
Ground Water
3005A
752-4750-3
4501-BR1
Total Recoverable
Surface Water
3005A
752-4750-4
4501-BR2
Total Recoverable
Surface Water
3005A
752-4750-5
4501-BR3
Total Recoverable
Surface Water
3005A
752-4750-6
4501-SW1
Total Recoverable
Surface Water
3005A
752-4750-7
4501-MW9
Total Recoverable
Ground Water
3005A
MB 680-769602/1-A
Method Blank
Total Recoverable
Water
3005A
LCS 680-769602/2-A
Lab Control Sample
Total Recoverable
Water
3005A
Prep Batch: 769603
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4748-1
4501-AMW2S
Total Recoverable
Ground Water
3005A
752-4749-1
4501-Field Blank
Total Recoverable
Water
3005A
MB 680-769603/1-A
Method Blank
Total Recoverable
Water
3005A
LCS 680-769603/2-A
Lab Control Sample
Total Recoverable
Water
3005A
Prep Batch: 769604
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4748-1
4501-AMW2S
Total Recoverable
Ground Water
3005A
752-4749-1
4501-Field Blank
Total Recoverable
Water
3005A
MB 680-769604/1-A
Method Blank
Total Recoverable
Water
3005A
LCS 680-769604/2-A
Lab Control Sample
Total Recoverable
Water
3005A
Analysis Batch: 769727
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-1
4501-MW6
Total Recoverable
Ground Water
6010D
769391
752-4682-2
4501-MW7
Total Recoverable
Ground Water
6010D
769391
752-4682-3
4501-MW10
Total Recoverable
Ground Water
6010D
769391
752-4682-4
4501-MW11
Total Recoverable
Ground Water
6010D
769391
752-4682-5
4501-MW12
Total Recoverable
Ground Water
6010D
769391
752-4682-6
4501-MW13
Total Recoverable
Ground Water
6010D
769391
MB 680-769391/1-A
Method Blank
Total Recoverable
Water
6010D
769391
LCS 680-769391/2-A
Lab Control Sample
Total Recoverable
Water
6010D
769391
752-4682-4 MS
4501-MW11
Total Recoverable
Ground Water
6010D
769391
752-4682-4 MSD
4501-MW11
Total Recoverable
Ground Water
6010D
769391
Analysis Batch: 769728
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-1
4501-MW6
Total/NA
Ground Water
7470A
769463
752-4682-2
4501-MW7
Total/NA
Ground Water
7470A
769463
752-4682-3
4501-MW10
Total/NA
Ground Water
7470A
769463
752-4682-4
4501-MW11
Total/NA
Ground Water
7470A
769463
752-4682-5
4501-MW12
Total/NA
Ground Water
7470A
769463
752-4682-6
4501-MW13
Total/NA
Ground Water
7470A
769463
MB 680-769463/1-A
Method Blank
Total/NA
Water
7470A
769463
LCS 680-769463/2-A
Lab Control Sample
Total/NA
Water
7470A
769463
752-4682-4 MS
4501-MW11
Total/NA
Ground Water
7470A
769463
752-4682-4 MSD
4501-MW11
Total/NA
Ground Water
7470A
769463
0
Eurofins Raleigh
Page 173 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Metals
Analysis Batch: 769765
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-1
4501-MW6
Total Recoverable
Ground Water
6020B
769390
752-4682-2
4501-MW7
Total Recoverable
Ground Water
6020B
769390
752-4682-3
4501-MW10
Total Recoverable
Ground Water
6020B
769390
752-4682-4
4501-MW11
Total Recoverable
Ground Water
6020B
769390
752-4682-5
4501-MW12
Total Recoverable
Ground Water
6020B
769390
752-4682-6
4501-MW13
Total Recoverable
Ground Water
6020B
769390
MB 680-769390/1-A
Method Blank
Total Recoverable
Water
6020B
769390
LCS 680-769390/2-A
Lab Control Sample
Total Recoverable
Water
6020B
769390
752-4682-4 MS
4501-MW11
Total Recoverable
Ground Water
6020B
769390
752-4682-4 MSD
4501-MW11
Total Recoverable
Ground Water
6020B
769390
Prep Batch: 769876
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4748-1
4501-AMW2S
Total/NA
Ground Water
7470A
752-4750-1
4501-AMW1D
Total/NA
Ground Water
7470A
752-4750-2
4501-AMW2D
Total/NA
Ground Water
7470A
MB 680-769876/1-A
Method Blank
Total/NA
Water
7470A
LCS 680-769876/2-A
Lab Control Sample
Total/NA
Water
7470A
Analysis Batch: 769965
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4748-1
4501-AMW2S
Total Recoverable
Ground Water
6010D
769603
752-4749-1
4501-Field Blank
Total Recoverable
Water
6010D
769603
752-4750-1
4501-AMW1D
Total Recoverable
Ground Water
6010D
769602
752-4750-2
4501-AMW2D
Total Recoverable
Ground Water
6010D
769602
752-4750-3
4501-BR1
Total Recoverable
Surface Water
6010D
769602
752-4750-4
4501-BR2
Total Recoverable
Surface Water
6010D
769602
752-4750-5
4501-BR3
Total Recoverable
Surface Water
6010D
769602
752-4750-6
4501-SW1
Total Recoverable
Surface Water
6010D
769602
752-4750-7
4501-MW9
Total Recoverable
Ground Water
6010D
769602
MB 680-769602/1-A
Method Blank
Total Recoverable
Water
6010D
769602
MB 680-769603/1-A
Method Blank
Total Recoverable
Water
6010D
769603
LCS 680-769602/2-A
Lab Control Sample
Total Recoverable
Water
6010D
769602
LCS 680-769603/2-A
Lab Control Sample
Total Recoverable
Water
6010D
769603
Analysis Batch: 769972
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4748-1
4501-AMW2S
Total Recoverable
Ground Water
6020E
769604
752-4749-1
4501-Field Blank
Total Recoverable
Water
6020E
769604
752-4750-1
4501-AMW1D
Total Recoverable
Ground Water
6020E
769601
752-4750-2
4501-AMW2D
Total Recoverable
Ground Water
6020B
769601
752-4750-3
4501-BR1
Total Recoverable
Surface Water
6020B
769601
752-4750-4
4501-BR2
Total Recoverable
Surface Water
6020B
769601
752-4750-5
4501-BR3
Total Recoverable
Surface Water
6020B
769601
752-4750-6
4501-SW1
Total Recoverable
Surface Water
6020B
769601
752-4750-7
4501-MW9
Total Recoverable
Ground Water
6020B
769601
MB 680-769601/1-A
Method Blank
Total Recoverable
Water
6020E
769601
MB 680-769604/1-A
Method Blank
Total Recoverable
Water
6020E
769604
LCS 680-769601/2-A
Lab Control Sample
Total Recoverable
Water
6020E
769601
LCS 680-769604/2-A
Lab Control Sample
Total Recoverable
Water
6020B
769604
Eurofins Raleigh
Page 174 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Metals
Analysis Batch: 770099
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4748-1
4501-AMW2S
Total/NA
Ground Water
7470A
769876
752-4750-1
4501-AMW1D
Total/NA
Ground Water
7470A
769876
752-4750-2
4501-AMW2D
Total/NA
Ground Water
7470A
769876
MB 680-769876/1-A
Method Blank
Total/NA
Water
7470A
769876
LCS 680-769876/2-A
Lab Control Sample
Total/NA
Water
7470A
769876
Prep Batch: 770494
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4749-1
4501-Field Blank
Total/NA
Water
7470A
MB 680-770494/1-A
Method Blank
Total/NA
Water
7470A
LCS 680-770494/2-A
Lab Control Sample
Total/NA
Water
7470A
Analysis Batch: 770613
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4749-1
4501-Field Blank
Total/NA
Water
7470A
770494
MB 680-770494/1-A
Method Blank
Total/NA
Water
7470A
770494
LCS 680-770494/2-A
Lab Control Sample
Total/NA
Water
7470A
770494
Prep Batch: 770750
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total Recoverable
Ground Water
3005A
MB 680-770750/1-A
Method Blank
Total Recoverable
Water
3005A
LCS 680-770750/2-A
Lab Control Sample
Total Recoverable
Water
3005A
Prep Batch: 770757
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total Recoverable
Ground Water
3005A
MB 680-770757/1-A
Method Blank
Total Recoverable
Water
3005A
LCS 680-770757/2-A
Lab Control Sample
Total Recoverable
Water
3005A
Analysis Batch: 770885
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total Recoverable
Ground Water
6010D
770757
MB 680-770757/1-A
Method Blank
Total Recoverable
Water
6010D
770757
LCS 680-770757/2-A
Lab Control Sample
Total Recoverable
Water
6010D
770757
Prep Batch: 771058
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total/NA
Ground Water
7470A
MB 680-771058/1-A
Method Blank
Total/NA
Water
7470A
LCS 680-771058/2-A
Lab Control Sample
Total/NA
Water
7470A
Analysis Batch: 771193
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total Recoverable
Ground Water
6020B
770750
MB 680-770750/1-A
Method Blank
Total Recoverable
Water
6020B
770750
LCS 680-770750/2-A
Lab Control Sample
Total Recoverable
Water
6020B
770750
Analysis Batch: 771251
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total/NA
Ground Water
7470A
771058
0
Eurofins Raleigh
Page 175 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
Metals (Continued)
Analysis Batch: 771251
(Continued)
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
MB 680-771058/1-A
Method Blank
Total/NA
Water
7470A
771058
LCS 680-771058/2-A
Lab Control Sample
Total/NA
Water
7470A
771058
General Chemistry
Analysis Batch: 1893
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total/NA
Ground Water
SM 5220D
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
SM 5220D
752-4652-3
4501-MW8
Total/NA
Ground Water
SM 5220D
MB 752-1893/2
Method Blank
Total/NA
Water
SM 5220D
LCS 752-1893/4
Lab Control Sample
Total/NA
Water
SM 5220D
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
SM 5220D
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
SM 5220D
Analysis Batch: 1925
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total/NA
Ground Water
SM 5210B
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
SM 5210B
752-4652-3
4501-MW8
Total/NA
Ground Water
SM 5210B
SCB 752-1925/2
Method Blank
Total/NA
Water
SM 5210B
USB 752-1925/1
Method Blank
Total/NA
Water
SM 5210B
LCS 752-1925/3
Lab Control Sample
Total/NA
Water
SM 5210B
752-4652-3 DU
4501-MW8
Total/NA
Ground Water
SM 5210B
Analysis Batch: 1928
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-3
4501-MW10
Total/NA
Ground Water
SM 2540C
MB 752-1928/1
Method Blank
Total/NA
Water
SM 2540C
LCS 752-1928/2
Lab Control Sample
Total/NA
Water
SM 2540C
Analysis Batch: 1929
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-1
4501-MW6
Total/NA
Ground Water
SM 5210B
752-4682-2
4501-MW7
Total/NA
Ground Water
SM 5210B
752-4682-7
4501-Old MW2
Total/NA
Ground Water
SM 5210B
SCB 752-1929/2
Method Blank
Total/NA
Water
SM 5210B
USB 752-1929/1
Method Blank
Total/NA
Water
SM 5210B
LCS 752-1929/3
Lab Control Sample
Total/NA
Water
SM 5210B
Analysis Batch: 1940
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-4
4501-MW11
Total/NA
Ground Water
SM 2540C
752-4682-5
4501-MW12
Total/NA
Ground Water
SM 2540C
752-4682-6
4501-MW13
Total/NA
Ground Water
SM 2540C
MB 752-1940/1
Method Blank
Total/NA
Water
SM 2540C
LCS 752-1940/2
Lab Control Sample
Total/NA
Water
SM 2540C
LCSD 752-1940/20
Lab Control Sample Dup
Total/NA
Water
SM 2540C
752-4682-4 DU
4501-MW11
Total/NA
Ground Water
SM 2540C
752-4682-5 DU
4501-MW12
Total/NA
Ground Water
SM 2540C
0
Eurofins Raleigh
Page 176 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Project/Site: Henderson County Landfills
General Chemistry
Analysis Batch: 1942
Job ID: 752-4652-1
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4748-1
4501-AMW2S
Total/NA
Ground Water
SM 5210B
SCB 752-1942/2
Method Blank
Total/NA
Water
SM 5210B
USB 752-1942/1
Method Blank
Total/NA
Water
SM 5210B
LCS 752-1942/3
Lab Control Sample
Total/NA
Water
SM 5210B
Analysis Batch: 1984
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-4652-1
4501-AMW1S
Total/NA
Ground Water
353.2
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
353.2
752-4652-3
4501-MW8
Total/NA
Ground Water
353.2
MB 752-1984/11
Method Blank
Total/NA
Water
353.2
MB 752-1984/27
Method Blank
Total/NA
Water
353.2
LCS 752-1984/10
Lab Control Sample
Total/NA
Water
353.2
LCSD 752-1984/39
Lab Control Sample Dup
Total/NA
Water
353.2
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
353.2
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
353.2
Analysis Batch: 1986
Lab Sample ID
Client Sample ID
752-4652-1
4501-AM W 1 S
752-4652-2
4501-MW5(Background)
752-4682-1
4501-MW6
752-4682-2
4501-MW7
752-4682-7
4501-Old MW2
752-4748-1
4501-AMW2S
MB 752-1986/10
Method Blank
MB 752-1986/39
Method Blank
MB 752-1986/73
Method Blank
LCS 752-1986/11
Lab Control Sample
LCS 752-1986/40
Lab Control Sample
LCSD 752-1986/94
Lab Control Sample Dup
Analysis Batch: 1993
Lab Sample ID
752-4652-1
752-4652-2
752-4652-3
752-4682-1
752-4682-2
752-4682-7
752-4748-1
Analysis Batch: 2024
Lab Sample ID
752-4682-1
752-4682-2
752-4682-7
752-4748-1
MB 752-2024/2
LCS 752-2024/4
752-4682-1 MS
Client Sample ID
4501-AM W 1 S
4501-MW5(Background)
4501-MW8
4501-MW6
4501-MW7
4501-Old MW2
4501-AMW2S
Prep Type
Matrix
Method Prep Batch
Total/NA
Ground Water
353.2
Total/NA
Ground Water
353.2
Total/NA
Ground Water
353.2
Total/NA
Ground Water
353.2
Total/NA
Ground Water
353.2
Total/NA
Ground Water
353.2
Total/NA
Water
353.2
Total/NA
Water
353.2
Total/NA
Water
353.2
Total/NA
Water
353.2
Total/NA
Water
353.2
Total/NA
Water
353.2
Prep Type
Matrix
Method Prep Batch
Total/NA
Ground Water
353.2
Total/NA
Ground Water
353.2
Total/NA
Ground Water
353.2
Total/NA
Ground Water
353.2
Total/NA
Ground Water
353.2
Total/NA
Ground Water
353.2
Total/NA
Ground Water
353.2
Client Sample ID
Prep Type
Matrix
Method
4501-MW6
Total/NA
Ground Water
SM 5220D
4501-MW7
Total/NA
Ground Water
SM 5220D
4501-Old MW2
Total/NA
Ground Water
SM 5220D
4501-AMW2S
Total/NA
Ground Water
SM 5220D
Method Blank
Total/NA
Water
SM 5220D
Lab Control Sample
Total/NA
Water
SM 5220D
4501-MW6
Total/NA
Ground Water
SM 5220D
Prep Batch
0
Eurofins Raleigh
Page 177 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
General Chemistry (Continued)
Analysis Batch: 2024 (Continued)
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-1 MSD
4501-MW6
Total/NA
Ground Water
SM 5220D
Analysis Batch: 2027
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-1
4501-MW6
Total/NA
Ground Water
353.2
752-4682-2
4501-MW7
Total/NA
Ground Water
353.2
752-4682-7
4501-Old MW2
Total/NA
Ground Water
353.2
MB 752-2027/11
Method Blank
Total/NA
Water
353.2
MB 752-2027/17
Method Blank
Total/NA
Water
353.2
LCS 752-2027/10
Lab Control Sample
Total/NA
Water
353.2
LCSD 752-2027/47
Lab Control Sample Dup
Total/NA
Water
353.2
Analysis Batch: 2034
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4748-1
4501-AMW2S
Total/NA
Ground Water
353.2
MB 752-2034/11
Method Blank
Total/NA
Water
353.2
MB 752-2034/23
Method Blank
Total/NA
Water
353.2
LCS 752-2034/10
Lab Control Sample
Total/NA
Water
353.2
LCSD 752-2034/39
Lab Control Sample Dup
Total/NA
Water
353.2
Analysis Batch: 2160
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-3
4501-MW8
Total/NA
Ground Water
353.2
MB 752-2160/10
Method Blank
Total/NA
Water
353.2
MB 752-2160/25
Method Blank
Total/NA
Water
353.2
LCS 752-2160/11
Lab Control Sample
Total/NA
Water
353.2
LCS 752-2160/26
Lab Control Sample
Total/NA
Water
353.2
LCSD 752-2160/24
Lab Control Sample Dup
Total/NA
Water
353.2
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
353.2
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
353.2
Analysis Batch: 769240
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total/NA
Ground Water
4500 S2 F-2011
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
4500 S2 F-2011
752-4652-3
4501-MW8
Total/NA
Ground Water
4500 S2 F-2011
MB 680-769240/1
Method Blank
Total/NA
Water
4500 S2 F-2011
LCS 680-769240/2
Lab Control Sample
Total/NA
Water
4500 S2 F-2011
LCSD 680-769240/3
Lab Control Sample Dup
Total/NA
Water
4500 S2 F-2011
LLCS 680-769240/4
Lab Control Sample
Total/NA
Water
4500 S2 F-2011
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
4500 S2 F-2011
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
4500 S2 F-2011
Analysis Batch: 769471
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-1
4501-MW6
Total/NA
Ground Water
4500 S2 F-2011
752-4682-2
4501-MW7
Total/NA
Ground Water
4500 S2 F-2011
752-4682-7
4501-Old MW2
Total/NA
Ground Water
4500 S2 F-2011
MB 680-769471/1
Method Blank
Total/NA
Water
4500 S2 F-2011
LCS 680-769471/2
Lab Control Sample
Total/NA
Water
4500 S2 F-2011
LCSD 680-769471/3
Lab Control Sample Dup
Total/NA
Water
4500 S2 F-2011
0
Eurofins Raleigh
Page 178 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Job ID:
752-4652-1
Project/Site: Henderson County Landfills
General Chemistry (Continued)
Analysis Batch: 769471
(Continued)
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4682-1 DU
4501-MW6
Total/NA
Ground Water
4500 S2 F-2011
Analysis Batch: 769846
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-1
4501-AMW1S
Total/NA
Ground Water
2320B-2011
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
2320B-2011
752-4652-3
4501-MW8
Total/NA
Ground Water
2320B-2011
752-4682-1
4501-MW6
Total/NA
Ground Water
2320B-2011
752-4682-2
4501-MW7
Total/NA
Ground Water
2320B-2011
752-4682-3
4501-MW10
Total/NA
Ground Water
2320B-2011
752-4682-4
4501-MW11
Total/NA
Ground Water
2320B-2011
752-4682-5
4501-MW12
Total/NA
Ground Water
2320B-2011
752-4682-6
4501-MW13
Total/NA
Ground Water
2320B-2011
752-4682-7
4501-Old MW2
Total/NA
Ground Water
2320B-2011
MB 680-769846/4
Method Blank
Total/NA
Water
2320B-2011
LCS 680-769846/6
Lab Control Sample
Total/NA
Water
2320B-2011
LCSD 680-769846/31
Lab Control Sample Dup
Total/NA
Water
2320B-2011
752-4682-3 DU
4501-MW10
Total/NA
Ground Water
2320B-2011
Analysis Batch: 770092
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4748-1
4501-AMW2S
Total/NA
Ground Water
4500 S2 F-2011
752-4749-1
4501-Field Blank
Total/NA
Water
4500 S2 F-2011
MB 680-770092/1
Method Blank
Total/NA
Water
4500 S2 F-2011
LCS 680-770092/2
Lab Control Sample
Total/NA
Water
4500 S2 F-2011
LCSD 680-770092/3
Lab Control Sample Dup
Total/NA
Water
4500 S2 F-2011
Analysis Batch: 770280
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4748-1
4501-AMW2S
Total/NA
Ground Water
2320B-2011
MB 680-770280/4
Method Blank
Total/NA
Water
2320B-2011
LCS 680-770280/6
Lab Control Sample
Total/NA
Water
2320B-2011
LCSD 680-770280/31
Lab Control Sample Dup
Total/NA
Water
2320B-2011
Prep Batch: 770468
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
9012B
752-4652-3
4501-MW8
Total/NA
Ground Water
9012B
752-4682-1
4501-MW6
Total/NA
Ground Water
9012B
752-4682-2
4501-MW7
Total/NA
Ground Water
9012B
752-4749-1
4501-Field Blank
Total/NA
Water
9012B
MB 680-770468/12-A
Method Blank
Total/NA
Water
9012B
LCS 680-770468/13-A
Lab Control Sample
Total/NA
Water
9012B
752-4652-3 MS
4501-MW8
Total/NA
Ground Water
9012B
752-4652-3 MSD
4501-MW8
Total/NA
Ground Water
9012B
Analysis Batch: 770561
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-4652-2
4501-MW5 (Background)
Total/NA
Ground Water
9012B
770468
752-4652-3
4501-MW8
Total/NA
Ground Water
9012B
770468
752-4682-1
4501-MW6
Total/NA
Ground Water
9012B
770468
0
Eurofins Raleigh
Page 179 of 242 4/19/2023

QC Association Summary
Client: WSP USA Inc
Project/Site: Henderson County Landfills
General Chemistry (Continued)
Analysis Batch: 770561 (Continued)
Lab Sample ID
Client Sample ID
752-4682-2
4501-MW7
752-4749-1
4501-Field Blank
MB 680-770468/12-A
Method Blank
LCS 680-770468/13-A
Lab Control Sample
752-4652-3 MS
4501-MW8
752-4652-3 MSD
4501-MW8
Analysis Batch: 771279
Lab Sample ID
Client Sample ID
752-4652-1
4501-AM W 1 S
752-4652-2
4501-MW5(Background)
752-4652-3
4501-MW8
752-4682-1
4501-M W6
752-4682-2
4501-MW7
752-4682-7
4501-Old MW2
752-4748-1
4501-AM W2S
MB 680-771279/2
Method Blank
LCS 680-771279/3
Lab Control Sample
LCSD 680-771279/4
Lab Control Sample Dup
752-4652-3 MS
4501-MW8
752-4652-3 MSD
4501-MW8
Job ID: 752-4652-1
Prep Type
Matrix
Method
Prep Batch
Total/NA
Ground Water
9012B
770468
Total/NA
Water
9012B
770468
Total/NA
Water
9012B
770468
Total/NA
Water
9012B
770468
Total/NA
Ground Water
9012B
770468
Total/NA
Ground Water
9012B
770468
Prep Type
Matrix
Method
Prep Batch
Total/NA
Ground Water
5310 B-2011
Total/NA
Ground Water
5310 B-2011
Total/NA
Ground Water
5310 B-2011
Total/NA
Ground Water
5310 B-2011
Total/NA
Ground Water
5310 B-2011
Total/NA
Ground Water
5310 B-2011
Total/NA
Ground Water
5310 B-2011
Total/NA
Water
5310 B-2011
Total/NA
Water
5310 B-2011
Total/NA
Water
5310 B-2011
Total/NA
Ground Water
5310 B-2011
Total/NA
Ground Water
5310 B-2011
Eurofins Raleigh
Page 180 of 242 4/19/2023

Lab Chronicle
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-AMW1S
Lab Sample ID: 752-4652-1
Date Collected: 03/20/23 15:54
Matrix: Ground Water
Date Received: 03/21/23 09:20
Batch
Batch
Dilution
Batch
Prepared
Prep Type
Type
Method Run
Factor
Number
Analyst
Lab
or Analyzed
Total/NA
Analysis
8260 SIM
1
770731
RKJ
EET SAV
03/31/23 14:53
Total/NA
Analysis
8260D
1
2053
RY
EET ESC
04/01/23 00:36
Total/NA
Analysis
RSK-175
1
189739
MJZ
EET BUR
03/28/23 07:58
Total/NA
Analysis
RSK-175
1
189816
RMG
EET BUR
03/29/23 14:10
Total/NA
Analysis
300.0-1993 R2.1
1
771548
GE
EET SAV
04/05/23 21:07
Total/NA
Analysis
VFA-HPLC
10
28303
ID
EET ORL
03/29/23 19:50
Total Recoverable
Prep
3005A
770757
RR
EET SAV
03/31/23 11:02
Total Recoverable
Analysis
6010D
1
770885
BCB
EET SAV
03/31/23 19:34
Total Recoverable
Prep
3005A
770750
RR
EET SAV
03/31/23 11:02
m
Total Recoverable
Analysis
6020E
1
771193
BJB
EET SAV
04/03/23 15:42
Total/NA
Prep
7470A
771058
JKL
EET SAV
04/03/23 11:03
Total/NA
Analysis
7470A
1
771251
JKL
EET SAV
04/03/23 18:38
Total/NA
Analysis
2320B-2011
1
769846
PG
EET SAV
03/25/23 01:04
Total/NA
Analysis
353.2
1
1984
ME
EET ESC
03/21/23 16:43
Total/NA
Analysis
353.2
1
1986
ME
EET ESC
03/27/23 12:03
Total/NA
Analysis
353.2
1
1993
CB
EET ESC
03/29/23 15:40
Total/NA
Analysis
4500 S2 F-2011
1
769240
JAS
EET SAV
03/23/23 10:41
Total/NA
Analysis
5310 B-2011
1
771279
JU
EET SAV
04/02/23 03:56
Total/NA
Analysis
SM 5210B
1
1925
JC
EET ESC
03/21/23 15:12
Total/NA
Analysis
SM 5220D
1
1893
JC
EET ESC
03/22/23 17:43
Client Sample ID: 4501-MW5
(Background)
Lab Sample ID: 752-4652-2
Date Collected: 03/20/23 10:09
Matrix: Ground Water
Date Received: 03/21/23 09:20
Batch
Batch
Dilution
Batch
Prepared
Prep Type
Type
Method Run
Factor
Number
Analyst
Lab
or Analyzed
Total/NA
Analysis
8260 SIM
1
770326
RKJ
EET SAV
03/29/23 22:15
Total/NA
Analysis
8260D
1
2053
RY
EET ESC
04/01/23 01:05
Total/NA
Prep
3510C
769544
MR
EET SAV
03/24/23 14:39
Total/NA
Analysis
8270D
1
769649
OK
EET SAV
03/25/23 22:10
Total/NA
Analysis
RSK-175
1
189739
MJZ
EET BUR
03/28/23 08:07
Total/NA
Analysis
RSK-175
1
189816
RMG
EET BUR
03/29/23 14:19
Total/NA
Prep
3510C
769227
LA
EET SAV
03/23/23 10:01
Total/NA
Analysis
8081E
1
769499
JCK
EET SAV
03/24/2319:59
Total/NA
Prep
3510C
769227
LA
EET SAV
03/23/23 10:01
Total/NA
Analysis
8082A
1
769502
JCK
EET SAV
03/24/23 19:59
Total/NA
Prep
8151A
769190
KD
EET SAV
03/23/23 09:39
Total/NA
Analysis
8151A
1
769950
JCK
EET SAV
03/28/23 04:41
Total/NA
Analysis
300.0-1993 R2.1
1
771548
GE
EET SAV
04/05/23 21:20
Total/NA
Analysis
VFA-HPLC
10
28303
ID
EET ORL
03/29/23 19:50
Total Recoverable
Prep
3005A
769164
RR
EET SAV
03/23/23 06:57
Total Recoverable
Analysis
6010D
1
769407
BJB
EET SAV
03/23/23 17:17
Eurofins Raleigh
Page 181 of 242 4/19/2023

Lab Chronicle
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW5 (Background) Lab Sample ID: 752-4652-2
Date Collected: 03/20/23 10:09 Matrix: Ground Water
Date Received: 03/21/23 09:20
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Total Recoverable
Prep
3005A
769166
RR
Total Recoverable
Analysis
6020B
1
769398
BJB
Total/NA
Prep
7470A
769300
JKL
Total/NA
Analysis
7470A
1
769538
JKL
Total/NA
Analysis
2320B-2011
1
769846
PG
Total/NA
Analysis
353.2
1
1984
ME
Total/NA
Analysis
353.2
1
1986
ME
Total/NA
Analysis
353.2
1
1993
CB
Total/NA
Analysis
4500 S2 F-2011
1
769240
JAS
Total/NA
Analysis
5310 B-2011
1
771279
JU
Total/NA
Prep
9012B
770468
JAS
Total/NA
Analysis
9012B
1
770561
JAS
Total/NA
Analysis
SM 5210B
1
1925
JC
Total/NA
Analysis
SM 5220D
1
1893
JC
Client Sample ID: 4501-MW8
Date Collected: 03/20/23 12:15
Date Received: 03/21/23 09:20
Prepared
Lab
or Analyzed
EET SAV
03/23/23 06:57
EET SAV
03/23/23 20:30
EET SAV
03/23/23 13:17
EET SAV
03/23/23 19:11
EET SAV
03/25/23 00:56
EET ESC
03/21/23 16:44
EET ESC
03/27/23 12:08
EET ESC
03/29/23 15:40
EET SAV
03/23/23 10:41 m
EET SAV
04/02/23 04:14
EET SAV
03/30/23 08:29
EET SAV
03/30/23 12:28
EET ESC
03/21/23 15:07
EET ESC
03/22/23 17:43
Lab Sample ID: 752-4652-3
Matrix: Ground Water
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA
Analysis
8260 SIM
1
770731
RKJ
EET SAV
03/31/23 15:20
Total/NA
Analysis
8260D
1
2053
RY
EET ESC
04/01/23 01:34
Total/NA
Prep
3510C
769544
MR
EET SAV
03/24/23 14:39
Total/NA
Analysis
8270D
1
769649
OK
EET SAV
03/25/23 19:36
Total/NA
Analysis
RSK-175
1
189739
MJZ
EET BUR
03/28/23 08:16
Total/NA
Analysis
RSK-175
DL 2
189761
RMG
EET BUR
03/28/23 11:39
Total/NA
Analysis
RSK-175
1
189816
RMG
EET BUR
03/29/23 14:28
Total/NA
Prep
3510C
769227
LA
EET SAV
03/23/23 10:01
Total/NA
Analysis
8081 B
1
769499
JCK
EET SAV
03/24/23 20:18
Total/NA
Prep
3510C
769227
LA
EET SAV
03/23/23 10:01
Total/NA
Analysis
8082A
1
769502
JCK
EET SAV
03/24/23 20:18
Total/NA
Prep
8151A
769190
KD
EET SAV
03/23/23 09:39
Total/NA
Analysis
8151A
1
769950
JCK
EET SAV
03/27/23 22:11
Total/NA
Analysis
300.0-1993 R2.1
1
771548
GE
EET SAV
04/05/23 17:23
Total/NA
Analysis
VFA-HPLC
10
28303
ID
EET ORL
03/29/23 19:50
Total Recoverable
Prep
3005A
769164
RR
EET SAV
03/23/23 06:57
Total Recoverable
Analysis
6010D
1
769407
BJB
EET SAV
03/23/23 17:08
Total Recoverable
Prep
3005A
769166
RR
EET SAV
03/23/23 06:57
Total Recoverable
Analysis
6020B
1
769398
BJB
EET SAV
03/23/23 20:09
Total/NA
Prep
7470A
769300
JKL
EET SAV
03/23/23 13:17
Total/NA
Analysis
7470A
1
769538
JKL
EET SAV
03/23/23 19:15
Total/NA
Analysis
2320E-2011
1
769846
PG
EET SAV
03/25/23 01:18
Total/NA
Analysis
353.2
1
1984
ME
EET ESC
03/21/23 16:28
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Page 182 of 242 4/19/2023

Lab Chronicle
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW8
Lab Sample ID: 752-4652-3
Date Collected: 03/20/23 12:15
Matrix: Ground Water
Date Received: 03/21/23 09:20
Batch
Batch
Dilution
Batch
Prepared
Prep Type Type
Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis
353.2
1
1993
CB
EET ESC
03/29/23 15:40
Total/NA Analysis
353.2
1
2160
ME
EET ESC
04/03/23 13:24
Total/NA Analysis
4500 S2 F-2011
1
769240
JAS
EET SAV
03/23/23 10:41
Total/NA Analysis
5310 B-2011
1
771279
JU
EET SAV
04/02/23 04:30
Total/NA Prep
9012B
770468
JAS
EET SAV
03/30/23 08:29
Total/NA Analysis
9012B
1
770561
JAS
EET SAV
03/30/23 12:28
Total/NA Analysis
SM 5210B
1
1925
JC
EET ESC
03/21/23 14:53
Total/NA Analysis
SM 5220D
1
1893
JC
EET ESC
03/22/23 17:45
Client Sample ID: 4501-MW6
Lab Sample ID: 752-4682-1
Date Collected: 03/21/23 12:30
Matrix: Ground Water
Date Received: 03/22/23 10:00
Batch
Batch
Dilution
Batch
Prepared
Prep Type Type
Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis
8260 SIM
1
770731
RKJ
EET SAV
03/31/23 18:02
Total/NA Analysis
8260D
5
2107
RY
EET ESC
04/04/23 23:05
Total/NA Prep
3510C
769544
MR
EET SAV
03/24/23 14:39
Total/NA Analysis
8270D
1
769649
OK
EET SAV
03/25/23 21:26
Total/NA Analysis
RSK-175
1
189761
RMG
EET BUR
03/28/23 13:25
Total/NA Analysis
RSK-175
1
189816
RMG
EET BUR
03/29/23 14:54
Total/NA Analysis
8081 B
1
769834
JCK
EET SAV
03/27/23 17:28
Total/NA Analysis
8082A
1
769834
JCK
EET SAV
03/27/23 17:28
Total/NA Prep
8151A
769824
LA
EET SAV
03/27/23 10:41
Total/NA Analysis
8151A
1
770343
JCK
EET SAV
03/30/23 00:36
Total/NA Analysis
300.0-1993 R2.1
1
771548
GE
EET SAV
04/05/23 21:33
Total/NA Analysis
300.0-1993 R2.1
1
772611
GE
EET SAV
04/11/23 17:34
Total/NA Analysis
VFA-HPLC
10
28303
ID
EET ORL
03/29/23 19:50
Total Recoverable Prep
3005A
769391
RR
EET SAV
03/24/23 06:33
Total Recoverable Analysis
6010D
1
769727
BCB
EET SAV
03/24/23 19:17
Total Recoverable Prep
3005A
769390
RR
EET SAV
03/24/23 06:33
Total Recoverable Analysis
6020B
1
769765
BJB
EET SAV
03/24/23 15:56
Total/NA Prep
7470A
769463
JKL
EET SAV
03/24/23 10:01
Total/NA Analysis
7470A
1
769728
JKL
EET SAV
03/24/23 17:07
Total/NA Analysis
2320E-2011
1
769846
PG
EET SAV
03/25/23 03:24
Total/NA Analysis
353.2
1
2027
ME
EET ESC
03/22/23 16:07
Total/NA Analysis
353.2
1
1986
ME
EET ESC
03/27/23 12:17
Total/NA Analysis
353.2
1
1993
CB
EET ESC
03/29/23 15:43
Total/NA Analysis
4500 S2 F-2011
1
769471
JAS
EET SAV
03/24/23 10:13
Total/NA Analysis
5310 B-2011
1
771279
JU
EET SAV
04/02/23 05:20
Total/NA Prep
9012B
770468
JAS
EET SAV
03/30/23 08:29
Total/NA Analysis
9012B
1
770561
JAS
EET SAV
03/30/23 12:28
Total/NA Analysis
SM 5210B
1
1929
JC
EET ESC
03/22/23 17:01
Eurofins Raleigh
Page 183 of 242 4/19/2023

Lab Chronicle
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW6 Lab Sample ID: 752-4682-1
Date Collected: 03/21/23 12:30 Matrix: Ground Water
Date Received: 03/22/23 10:00
Batch
Batch
Prep Type
Type
Method
Total/NA
Analysis
SM 5220D
Client Sample ID: 4501-MW7
Date Collected: 03/21/23 15:03
Date Received: 03/22/23 10:00
Batch
Batch
Prep Type
Type
Method
Total/NA
Analysis
8260 SIM
Total/NA
Analysis
8260D
Total/NA
Prep
3510C
Total/NA
Analysis
8270D
Total/NA
Analysis
RSK-175
Total/NA
Analysis
RSK-175
Total/NA
Analysis
8081 B
Total/NA
Analysis
8082A
Total/NA
Prep
8151A
Total/NA
Analysis
8151A
Total/NA
Analysis
300.0-1993 R2.1
Total/NA
Analysis
300.0-1993 R2.1
Total/NA
Analysis
VFA-HPLC
Total Recoverable
Prep
3005A
Total Recoverable
Analysis
6010D
Total Recoverable
Prep
3005A
Total Recoverable
Analysis
6020E
Total/NA
Prep
7470A
Total/NA
Analysis
7470A
Total/NA
Analysis
2320B-2011
Total/NA
Analysis
353.2
Total/NA
Analysis
353.2
Total/NA
Analysis
353.2
Total/NA
Analysis
4500 S2 F-2011
Total/NA
Analysis
5310 B-2011
Total/NA
Prep
9012E
Total/NA
Analysis
9012E
Total/NA
Analysis
SM 5210B
Total/NA
Analysis
SM 5220D
Client Sample ID: 4501-MW10
Date Collected: 03/21/23 10:19
Date Received: 03/22/23 10:00
Dilution
Run Factor
1
Dilution
Run Factor
1
1
1
1
1
1
1
1
1
1
10
1
1
1
1
1
1
1
I
Batch Prepared
Number Analyst Lab or Analyzed
2024 JC EET ESC 03/30/23 10:08
Batch
Number Analyst
770731 RKJ
2107 RY
769544 MR
769649 OK
189761 RMG
189816 RMG
769834 JCK
769834 JCK
769824 LA
770343 JCK
771548 GE
772611 GE
28303 ID
769391 RR
769727 BCB
769390 RR
769765 BJB
769463 JKL
769728 JKL
769846 PG
2027 ME
1986 ME
1993 CB
769471 JAS
771279 JU
770468 JAS
770561 JAS
1929 JC
2024 JC
Lab Sample ID: 752-4682-2
Matrix: Ground Water
Lab
EET SAV
EET ESC
EET SAV
EET SAV
EET BUR
EET BUR
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET ORL
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET ESC
EET ESC
EET ESC
EET SAV
EET SAV
EET SAV
EET SAV
EET ESC
EET ESC
Prepared
or Analyzed
03/31 /23 16:14
04/04/23 20:09
03/24/23 14:39
03/25/23 21:48
03/28/23 13:34
03/29/23 15:03
03/27/23 17:44
03/27/23 17:44
03/27/23 10:41
03/30/23 00:58
04/06/23 09:25
04/11 /23 17:48
03/29/23 19:50
03/24/23 06:33
03/24/23 19:21
03/24/23 06:33
03/24/23 16:00
03/24/23 10:01
03/24/23 17:10
03/25/23 02:33
03/22/23 16:08
03/27/23 12:19
03/29/23 15:43
03/24/23 10:13
04/02/23 05:39
03/30/23 08:29
03/30/23 12:36
03/22/23 17:07
03/30/23 10:08
Lab Sample ID: 752-4682-3
Matrix: Ground Water
Batch Batch Dilution Batch Prepared
Prep Type Type Method Run Factor Number Analyst Lab or Analyzed
Total/NA Analysis 8260 SIM 1 770731 RKJ EET SAV 03/31/23 16:41
Eurofins Raleigh
Page 184 of 242 4/19/2023

Lab Chronicle
Client: WSP USA Inc
Project/Site: Henderson County Landfills
Job ID: 752-4652-1
Client Sample ID: 4501-MW10 Lab Sample ID: 752-4682-3
Date Collected: 03/21/23 10:19 Matrix: Ground Water
Date Received: 03/22/23 10:00
Batch
Batch
Prep Type
Type
Method
Total/NA
Analysis
8260D
Total/NA
Prep
8151A
Total/NA
Analysis
8151A
Total/NA
Analysis
300.0-1993 R2.1
Total/NA
Analysis
300.0-1993 R2.1
Total Recoverable
Prep
3005A
Total Recoverable
Analysis
6010D
Total Recoverable
Prep
3005A
Total Recoverable
Analysis
6020E
Total/NA
Prep
7470A
Total/NA
Analysis
7470A
Total/NA
Analysis
2320E-2011
Total/NA
Analysis
SM 2540C
Client Sample ID: 4501-MW11
Date Collected: 03/21/23 15:03
Date Received: 03/22/23 10:00
Dilution
Run Factor
1
1
1
1
1
1
1
1
1
Batch
Number Analyst
2107 RY
769824 LA
770343 JCK
771548 GE
772611 GE
769391 RR
769727 BCB
769390 RR
769765 BJB
769463 JKL
769728 JKL
769846 PG
1928 CB
Lab
EET ESC
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET ESC
Prepared
or Analyzed
04/04/23 20:38
03/27/23 10:41
03/30/23 01:20
04/06/23 10:07
04/11 /23 18:01
03/24/23 06:33
03/24/23 19:24
03/24/23 06:33
03/24/23 16:04
03/24/23 10:01
03/24/23 17:19
03/25/23 02:15
03/27/23 10:55
Lab Sample ID: 752-4682-4 C
Matrix: Ground Water
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA
Analysis
8260 SIM
1
770731
RKJ
EET SAV
03/31/23 15:47
Total/NA
Analysis
8260D
1
2107
RY
EET ESC
04/04/23 21:08
Total/NA
Prep
8151A
769824
LA
EET SAV
03/27/23 10:41
Total/NA
Analysis
8151A
1
770343
JCK
EET SAV
03/29/23 22:05
Total/NA
Analysis
300.0-1993 R2.1
1
771548
GE
EET SAV
04/06/23 10:29
Total Recoverable
Prep
3005A
769391
RR
EET SAV
03/24/23 06:33
Total Recoverable
Analysis
6010D
1
769727
BCB
EET SAV
03/24/23 19:08
Total Recoverable
Prep
3005A
769390
RR
EET SAV
03/24/23 06:33
Total Recoverable
Analysis
6020E
1
769765
BJB
EET SAV
03/24/23 15:44
Total/NA
Prep
7470A
769463
JKL
EET SAV
03/24/23 10:01
Total/NA
Analysis
7470A
1
769728
JKL
EET SAV
03/24/23 17:22
Total/NA
Analysis
2320B-2011
1
769846
PG
EET SAV
03/25/23 03:13
Total/NA
Analysis
SM 2540C
1
1940
CB
EET ESC
03/28/23 10:16
Client Sample ID: 4501-MW12
Date Collected: 03/21/23 13:23
Date Received: 03/22/23 10:00
Lab Sample ID: 752-4682-5
Matrix: Ground Water
Batch
Batch
Dilution
Batch
Prepared
Prep Type
Type
Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA
Analysis
8260 SIM
1
770731
RKJ
EET SAV
03/31/23 17:08
Total/NA
Analysis
8260D
1
2107
RY
EET ESC
04/04/23 21:37
Total/NA
Prep
8151A
769824
LA
EET SAV
03/27/23 10:41
Total/NA
Analysis
8151A
1
770343
JCK
EET SAV
03/30/23 01:41
Total/NA
Analysis
300.0-1993 R2.1
1
772611
GE
EET SAV
04/11/23 18:14
Eurofins Raleigh
Page 185 of 242 4/19/2023

Lab Chronicle
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-MW12
Lab Sample ID: 752-4682-5
Date Collected: 03/21/23 13:23
Matrix: Ground Water
Date Received: 03/22/23 10:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run
Factor
Number
Analyst
Lab
or Analyzed
Total Recoverable Prep 3005A
769391
RR
EET SAV
03/24/23 06:33
Total Recoverable Analysis 6010D
1
769727
BCB
EET SAV
03/24/23 19:27
Total Recoverable Prep 3005A
769390
RR
EET SAV
03/24/23 06:33
Total Recoverable Analysis 6020B
1
769765
BJB
EET SAV
03/24/23 16:08
Total/NA Prep 7470A
769463
JKL
EET SAV
03/24/23 10:01
Total/NA Analysis 7470A
1
769728
JKL
EET SAV
03/24/23 17:32
Total/NA Analysis 2320B-2011
1
769846
PG
EET SAV
03/25/23 02:43
Total/NA Analysis SM 2540C
1
1940
CB
EET ESC
03/28/23 10:16
Client Sample ID: 4501-MW13
Lab Sample ID: 752-4682-6
Date Collected: 03/21/23 12:09
Matrix: Ground Water
Date Received: 03/22/23 10:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run
Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260 SIM
1
770731
RKJ
EET SAV
03/31/23 17:35
Total/NA Analysis 8260D
1
2107
RY
EET ESC
04/04/23 22:06
Total/NA Prep 8151A
769824
LA
EET SAV
03/27/23 10:41
Total/NA Analysis 8151A
1
770343
JCK
EET SAV
03/30/23 02:02
Total/NA Analysis 300.0-1993 R2.1
1
772611
GE
EET SAV
04/11/23 18:53
Total Recoverable Prep 3005A
769391
RR
EET SAV
03/24/23 06:33
Total Recoverable Analysis 6010D
1
769727
BCB
EET SAV
03/24/23 19:30
Total Recoverable Prep 3005A
769390
RR
EET SAV
03/24/23 06:33
Total Recoverable Analysis 6020E
1
769765
BJB
EET SAV
03/24/23 16:12
Total/NA Prep 7470A
769463
JKL
EET SAV
03/24/23 10:01
Total/NA Analysis 7470A
1
769728
JKL
EET SAV
03/24/23 17:35
Total/NA Analysis 2320B-2011
1
769846
PG
EET SAV
03/25/23 02:53
Total/NA Analysis SM 2540C
1
1940
CB
EET ESC
03/28/23 10:16
Client Sample ID: 4501-Old MW2
Lab Sample ID: 752-4682-7
Date Collected: 03/21/23 08:29
Matrix: Ground Water
Date Received: 03/22/23 10:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run
Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
2107
RY
EET ESC
04/04/23 22:36
Total/NA Analysis RSK-175
1
189761
RMG
EET BUR
03/28/23 13:43
Total/NA Analysis RSK-175
DL
4
189814
RMG
EET BUR
03/29/23 11:59
Total/NA Analysis RSK-175
1
189816
RMG
EET BUR
03/29/23 15:12
Total/NA Analysis 300.0-1993 R2.1
1
772611
GE
EET SAV
04/11/23 19:33
Total/NA Analysis VFA-HPLC
10
28303
ID
EET ORL
03/29/23 19:50
Total/NA Analysis 2320B-2011
1
769846
PG
EET SAV
03/25/23 03:02
Total/NA Analysis 353.2
1
2027
ME
EET ESC
03/22/23 16:09
Total/NA Analysis 353.2
1
1986
ME
EET ESC
03/27/23 12:21
Total/NA Analysis 353.2
1
1993
CB
EET ESC
03/29/23 15:43
Eurofins Raleigh
Page 186 of 242 4/19/2023

Lab Chronicle
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-Old MW2
Lab Sample ID: 752-4682-7
Date Collected: 03/21/23 08:29
Matrix: Ground Water
Date Received: 03/22/23 10:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run Factor
Number Analyst
Lab or Analyzed
Total/NA Analysis 4500 S2 F-2011
1
769471 JAS
EET SAV 03/24/23 10:13
Total/NA Analysis 5310 B-2011
1
771279 JU
EET SAV 04/02/23 05:57
Total/NA Analysis SM 5210B
1
1929 JC
EET ESC 03/22/23 17:12
Total/NA Analysis SM 5220D
1
2024 JC
EET ESC 03/30/23 10:08
Client Sample ID: 4501-AMW2S
Lab Sample ID: 752-4748-1
C
Date Collected: 03/22/23 13:22
Matrix: Ground Water
Date Received: 03/23/23 10:00
Batch Batch
Dilution
Batch
Prepared
m
Prep Type Type Method
Run Factor
Number Analyst
Lab or Analyzed
Total/NA
Analysis
8260 SIM
1
770731
RKJ
EET SAV
03/31/23 18:29
Total/NA
Analysis
8260D
1
2111
OS
EET ESC
04/05/23 18:20
Total/NA
Analysis
RSK-175
1
189761
RMG
EET BUR
03/28/23 14:27
Total/NA
Analysis
RSK-175
1
189906
RMG
EET BUR
04/01/23 13:23
Total/NA
Analysis
300.0-1993 R2.1
1
773150
GE
EET SAV
04/13/23 18:48
Total/NA
Analysis
VFA-HPLC
10
28303
ID
EET ORL
03/29/23 19:50
Total Recoverable
Prep
3005A
769603
RR
EET SAV
03/25/23 07:48
Total Recoverable
Analysis
6010D
1
769965
BJB
EET SAV
03/27/23 19:16
Total Recoverable
Prep
3005A
769604
RR
EET SAV
03/25/23 07:48
Total Recoverable
Analysis
6020B
1
769972
BWR
EET SAV
03/27/23 17:01
Total/NA
Prep
7470A
769876
JKL
EET SAV
03/27/23 14:22
Total/NA
Analysis
7470A
1
770099
BJB
EET SAV
03/28/23 11:52
Total/NA
Analysis
2320E-2011
1
770280
PG
EET SAV
03/28/23 21:01
Total/NA
Analysis
353.2
1
2034
ME
EET ESC
03/23/23 16:39
Total/NA
Analysis
353.2
1
1986
ME
EET ESC
03/27/23 12:59
Total/NA
Analysis
353.2
1
1993
CB
EET ESC
03/29/23 15:43
Total/NA
Analysis
4500 S2 F-2011
1
770092
JAS
EET SAV
03/28/23 13:30
Total/NA
Analysis
5310 B-2011
1
771279
JU
EET SAV
04/02/23 06:14
Total/NA
Analysis
SM 5210B
1
1942
JC
EET ESC
03/23/23 15:54
Total/NA
Analysis
SM 5220D
1
2024
JC
EET ESC
03/30/23 10:08
Client Sample ID: 4501-Field Blank Lab Sample ID: 752-4749-1
Date Collected: 03/22/23 14:02 Matrix: Water
Date Received: 03/23/23 10:00
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA
Analysis
8260 SIM
1
770731
RKJ
EET SAV
03/31/23 13:05
Total/NA
Analysis
8260D
1
2111
OS
EET ESC
04/05/23 19:18
Total/NA
Prep
3510C
769804
LA
EET SAV
03/27/23 08:44
Total/NA
Analysis
8270D
1
769934
OK
EET SAV
03/27/23 22:41
Total/NA
Analysis
8081 B
1
770371
JCK
EET SAV
03/30/23 00:24
Total/NA
Analysis
8082A
1
770371
JCK
EET SAV
03/30/23 00:24
Eurofins Raleigh
Page 187 of 242 4/19/2023

Lab Chronicle
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-Field Blank
Lab Sample ID: 752-4749-1
Date Collected: 03/22/23 14:02
Matrix: Water
Date Received: 03/23/23 10:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method Run
Factor
Number
Analyst
Lab
or Analyzed
Total/NA Prep 8151A
769824
LA
EET SAV
03/27/23 10:41
Total/NA Analysis 8151A
1
770343
JCK
EET SAV
03/29/23 21:43
Total Recoverable Prep 3005A
769603
RR
EET SAV
03/25/23 07:48
Total Recoverable Analysis 6010D
1
769965
BJB
EET SAV
03/27/23 19:19
Total Recoverable Prep 3005A
769604
RR
EET SAV
03/25/23 07:48
Total Recoverable Analysis 6020B
1
769972
BWR
EET SAV
03/27/23 17:06
Total/NA Prep 7470A
770494
JKL
EET SAV
03/30/23 09:56
Total/NA Analysis 7470A
1
770613
JKL
EET SAV
03/30/23 15:49
Total/NA Analysis 4500 S2 F-2011
1
770092
JAS
EET SAV
03/28/23 13:30 m
Total/NA Prep 9012B
770468
JAS
EET SAV
03/30/23 08:30
Total/NA Analysis 9012E
1
770561
JAS
EET SAV
03/30/23 12:36
Client Sample ID: 4501-AMW1D Lab Sample ID: 752-4750-1
Date Collected: 03/21/23 10:45 Matrix: Ground Water
Date Received: 03/23/23 10:00
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA
Analysis
8260 SIM
1
770731
RKJ
EET SAV
03/31/23 18:56
Total/NA
Analysis
8260D
1
2066
RY
EET ESC
04/03/23 21:31
Total/NA
Analysis
8260D
1
2118
RY
EET ESC
04/05/23 20:25
Total Recoverable
Prep
3005A
769602
RR
EET SAV
03/25/23 07:48
Total Recoverable
Analysis
6010D
1
769965
BJB
EET SAV
03/28/23 00:19
Total Recoverable
Prep
3005A
769601
RR
EET SAV
03/25/23 07:48
Total Recoverable
Analysis
6020E
1
769972
BWR
EET SAV
03/27/23 20:13
Total/NA
Prep
7470A
769876
JKL
EET SAV
03/27/23 14:22
Total/NA
Analysis
7470A
1
770099
BJB
EET SAV
03/28/23 12:00
Client Sample ID: 4501-AMW2D Lab Sample ID: 752-4750-2
Date Collected: 03/21/23 11:55 Matrix: Ground Water
Date Received: 03/23/23 10:00
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA
Analysis
8260 SIM
1
770731
RKJ
EET SAV
03/31/23 19:23
Total/NA
Analysis
8260D
1
2066
RY
EET ESC
04/03/23 22:00
Total/NA
Analysis
8260D
1
2118
RY
EET ESC
04/05/23 19:56
Total Recoverable
Prep
3005A
769602
RR
EET SAV
03/25/23 07:48
Total Recoverable
Analysis
6010D
1
769965
BJB
EET SAV
03/28/23 00:36
Total Recoverable
Prep
3005A
769601
RR
EET SAV
03/25/23 07:48
Total Recoverable
Analysis
6020E
1
769972
BWR
EET SAV
03/27/23 20:33
Total/NA
Prep
7470A
769876
JKL
EET SAV
03/27/23 14:22
Total/NA
Analysis
7470A
1
770099
BJB
EET SAV
03/28/23 12:02
Eurofins Raleigh
Page 188 of 242 4/19/2023

Lab Chronicle
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Client Sample ID: 4501-BR1
Lab Sample ID: 752-4750-3
Date Collected: 03/22/23 09:57
Matrix: Surface Water
Date Received: 03/23/23 10:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run Factor
Number
Analyst
Lab or Analyzed
Total/NA Analysis 8260 SIM
1
770731
RKJ
EET SAV 03/31/23 19:50
Total/NA Analysis 8260D
1
2111
OS
EET ESC 04/05/23 19:47
Total Recoverable Prep 3005A
769602
RR
EET SAV 03/25/23 07:48
Total Recoverable Analysis 6010D
1
769965
BJB
EET SAV 03/28/23 00:42
Total Recoverable Prep 3005A
769601
RR
EET SAV 03/25/23 07:48
Total Recoverable Analysis 6020B
1
769972
BWR
EET SAV 03/27/23 20:41
Client Sample ID: 4501-BR2
Lab Sample ID: 752-4750-4
Date Collected: 03/22/23 08:50
Matrix: Surface Water
Date Received: 03/23/23 10:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run Factor
Number
Analyst
Lab or Analyzed
Total/NA Analysis 8260 SIM
1
770731
RKJ
EET SAV 03/31/23 20:17
Total/NA Analysis 8260D
1
2111
OS
EET ESC 04/05/23 20:16
Total Recoverable Prep 3005A
769602
RR
EET SAV 03/25/23 07:48
Total Recoverable Analysis 6010D
1
769965
BJB
EET SAV 03/28/23 00:23
Total Recoverable Prep 3005A
769601
RR
EET SAV 03/25/23 07:48
Total Recoverable Analysis 6020B
1
769972
BWR
EET SAV 03/27/23 20:17
Client Sample ID: 4501-BR3
Lab Sample ID: 752-4750-5
Date Collected: 03/22/23 10:30
Matrix: Surface Water
Date Received: 03/23/23 10:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run Factor
Number
Analyst
Lab or Analyzed
Total/NA Analysis 8260 SIM
1
770731
RKJ
EET SAV 03/31/23 20:44
Total/NA Analysis 8260D
1
2111
OS
EET ESC 04/05/23 20:45
Total Recoverable Prep 3005A
769602
RR
EET SAV 03/25/23 07:48
Total Recoverable Analysis 6010D
1
769965
BJB
EET SAV 03/28/23 00:32
Total Recoverable Prep 3005A
769601
RR
EET SAV 03/25/23 07:48
Total Recoverable Analysis 6020E
1
769972
BWR
EET SAV 03/27/23 20:21
Client Sample ID: 4501-SW1
Lab Sample ID: 752-4750-6
Date Collected: 03/22/23 09:15
Matrix: Surface Water
Date Received: 03/23/23 10:00
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA
Analysis
8260 SIM
1
770731
RKJ
EET SAV
03/31/23 21:10
Total/NA
Analysis
8260D
1
2111
OS
EET ESC
04/05/23 21:14
Total Recoverable
Prep
3005A
769602
RR
EET SAV
03/25/23 07:48
Total Recoverable
Analysis
6010D
1
769965
BJB
EET SAV
03/28/23 00:45
Total Recoverable
Prep
3005A
769601
RR
EET SAV
03/25/23 07:48
Total Recoverable
Analysis
6020E
1
769972
BWR
EET SAV
03/27/23 20:45
Eurofins Raleigh
Page 189 of 242 4/19/2023

Lab Chronicle
Client: WSP USA Inc
Project/Site: Henderson County Landfills
F
Job ID: 752-4652-1
Client Sample ID: 4501-MW9 Lab Sample ID: 752-4750-7
Date Collected: 03/22/23 11:43 Matrix: Ground Water
Date Received: 03/23/23 10:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260 SIM
1
770731
RKJ
EET SAV
03/31/23 21:37
Total/NA Analysis 8260D
1
2111
OS
EET ESC
04/05/23 21:43
Total Recoverable Prep 3005A
769602
RR
EET SAV
03/25/23 07:48
Total Recoverable Analysis 6010D
1
769965
BJB
EET SAV
03/28/23 00:39
Total Recoverable Prep 3005A
769601
RR
EET SAV
03/25/23 07:48
Total Recoverable Analysis 6020B
1
769972
BWR
EET SAV
03/27/23 20:37
Client Sample ID: 4501-Trip Blank
Lab Sample ID: 752-4750-8
Date Collected: 03/22/23 08:50
Matrix: Water
Date Received: 03/23/23 10:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260 SIM
1
770731
RKJ
EET SAV
03/31/23 14:26
Total/NA Analysis 8260D
1
2111
OS
EET ESC
04/05/23 17:50
Laboratory References:
EET BUR = Eurofins Burlington, 530 Community Drive, Suite 11, South Burlington, VT 05403, TEL [phone]
EET ESC = Eurofins Raleigh, 102-A Woodwinds Industrial Court, Cary, NC 27511, TEL [phone]
EET ORL = Eurofins Orlando, 481 Newburyport Avenue, Altamonte Springs, FL 32701, TEL [phone]
EET SAV = Eurofins Savannah, 5102 LaRoche Avenue, Savannah, GA 31404, TEL [phone]
Page 190 of 242
Eurofins Raleigh
4/19/2023

Accreditation/Certification Summary C
Client: WSP USA Inc Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Laboratory: Eurofins Raleigh
Unless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below.
Authority Program Identification Number Expiration Date
North Carolina (WW/SW) State 591 12-31-23
The following analytes are included in this report, but the laboratory is not certified by the governing authority. This list may include analytes for which
the agency does not offer certification.
Analysis Method Prep Method Matrix Analyte
353.2 Ground Water Nitrate as N
Laboratory: Eurofins Burlington
All accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority
Program
ANAB
Dept. of Defense ELAP
Connecticut
State
DE Haz. Subst. Cleanup Act (HSCA)
State
Florida
NELAP
Minnesota
NELAP
New Hampshire
NELAP
New Jersey
NELAP
New York
NELAP
Pennsylvania
NELAP
Rhode Island
State
US Fish & Wildlife
US Federal Programs
USDA
US Federal Programs
Vermont
State
Virginia
NELAP
Wisconsin
State
Identification Number Expiration Date
L2336
02-25-26
PH-0751
04-05-23
N/A
05-17-23
E87467
06-30-23
050-999-436
12-31-23
2006
12-18-23
VT972
06-30-23
10391
04-01-24
68-00489
04-30-24
LA000298
12-30-23
058448
07-31-23
P330-17-00272
10-30-23
VT4000
02-10-24
460209
12-14-23
399133350
08-31-23
Laboratory: Eurofins Orlando
All accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority
Program
Identification Number
Expiration Date
Alabama
State
42800
06-30-23
Florida
NELAP
E83018
06-30-23
North Carolina (DW)
State
12712
07-31-23
Texas
NELAP
T104704571
02-29-24
Laboratory: Eurofins Savannah
Unless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below.
Authority Program Identification Number Expiration Date
North Carolina (WW/SW) State 269 12-31-23
The following analytes are included in this report, but the laboratory is not certified by the governing authority. This list may include analytes for which
the agency does not offer certification.
Analysis Method
Prep Method
Matrix
Analyte
8270D
3510C
Ground Water
1,2,4,5-Tetrachlorobenzene
8270D
3510C
Ground Water
2,3,4,6-Tetrachlorophenol
8270D
3510C
Ground Water
2,4,5-Trichlorophenol
8270D
3510C
Ground Water
2,4,6-Trichlorophenol
8270D
3510C
Ground Water
2,4-Dichlorophenol
8270D
3510C
Ground Water
2,4-Dimethyl phenol
8270D
3510C
Ground Water
2,4-Dinitrophenol
Eurofins Raleigh
Page 191 of 242 4/19/2023

Accreditation/Certification Summary C
Client: WSP USA Inc Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Laboratory: Eurofins Savannah (Continued)
Unless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below.
Authority Program Identification Number Expiration Date
The following analytes are included in this report, but the laboratory is not certified by the governing authority
the agency does not offer certification.
Analysis Method
Prep Method
Matrix
Analyte
8270D
3510C
Ground Water
2,4-Dinitrotoluene
8270D
3510C
Ground Water
2,6-Dinitrotoluene
8270D
3510C
Ground Water
2-Chloronaphthalene
8270D
3510C
Ground Water
2-Chlorophenol
8270D
3510C
Ground Water
2-Methylphenol
8270D
3510C
Ground Water
2-Nitroaniline
8270D
3510C
Ground Water
2-Nitrophenol
8270D
3510C
Ground Water
3 & 4 Methylphenol
8270D
3510C
Ground Water
3,3'-Dichlorobenzidine
8270D
3510C
Ground Water
3-Nitroaniline
8270D
3510C
Ground Water
4,6-Dinitro-2-methylphenol
8270D
3510C
Ground Water
4-Bromophenyl phenyl ether
8270D
3510C
Ground Water
4-Chloro-3-methylphenol
8270D
3510C
Ground Water
4-Chloroaniline
8270D
3510C
Ground Water
4-Chlorophenyl phenyl ether
8270D
3510C
Ground Water
4-Nitroaniline
8270D
3510C
Ground Water
4-Nitrophenol
8270D
3510C
Ground Water
Acenaphthene
8270D
3510C
Ground Water
Acenaphthylene
8270D
3510C
Ground Water
Acetophenone
8270D
3510C
Ground Water
Anthracene
8270D
3510C
Ground Water
Benzo[a]anthracene
8270D
3510C
Ground Water
Benzo[a]pyrene
8270D
3510C
Ground Water
Benzo[b]fluoranthene
8270D
3510C
Ground Water
Benzo[g,h,i]perylene
8270D
3510C
Ground Water
Benzo[k]fluoranthene
8270D
3510C
Ground Water
Benzyl alcohol
8270D
3510C
Ground Water
bis (2-chloroisopropyl) ether
8270D
3510C
Ground Water
Bis(2-chloroethoxy)methane
8270D
3510C
Ground Water
Bis(2-chloroethyl)ether
8270D
3510C
Ground Water
Bis(2-ethylhexyl) phthalate
8270D
3510C
Ground Water
Butyl benzyl phthalate
8270D
3510C
Ground Water
Chrysene
8270D
3510C
Ground Water
Dibenz(a,h)anthracene
8270D
3510C
Ground Water
Dibenzofuran
8270D
3510C
Ground Water
Diethyl phthalate
8270D
3510C
Ground Water
Di-n-butyl phthalate
8270D
3510C
Ground Water
Di-n-octyl phthalate
8270D
3510C
Ground Water
Fluoranthene
8270D
3510C
Ground Water
Fluorene
8270D
3510C
Ground Water
Hexachlorobenzene
8270D
3510C
Ground Water
Hexachlorocyclopentadiene
8270D
3510C
Ground Water
Hexachloroethane
8270D
3510C
Ground Water
Indeno[1,2,3-cd]pyrene
8270D
3510C
Ground Water
Isophorone
8270D
3510C
Ground Water
Nitrobenzene
8270D
3510C
Ground Water
N-Nitrosodimethylamine
This list may include analytes for which
Eurofins Raleigh
Page 192 of 242 4/19/2023

Accreditation/Certification Summary C
Client: WSP USA Inc Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Laboratory: Eurofins Savannah (Continued)
Unless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below.
Authority Program Identification Number Expiration Date
The following analytes are included in this report, but the laboratory is not certified by the governing authority
the agency does not offer certification.
Analysis Method
Prep Method
Matrix
Analyte
8270D
3510C
Ground Water
N-Nitrosodi-n-propylamine
8270D
3510C
Ground Water
N-Nitrosodiphenylamine
8270D
3510C
Ground Water
Phenanthrene
8270D
3510C
Ground Water
Phenol
8270D
3510C
Ground Water
Pyrene
8270D
3510C
Water
1,2,4,5-Tetrachlorobenzene
8270D
3510C
Water
2,3,4,6-Tetrachlorophenol
8270D
3510C
Water
2,4,5-Trichlorophenol
8270D
3510C
Water
2,4,6-Trichlorophenol
8270D
3510C
Water
2,4-Dichlorophenol
8270D
3510C
Water
2,4-Dimethylphenol
8270D
3510C
Water
2,4-Dinitrophenol
8270D
3510C
Water
2,4-Dinitrotoluene
8270D
3510C
Water
2,6-Dinitrotoluene
8270D
3510C
Water
2-Chloronaphthalene
8270D
3510C
Water
2-Chlorophenol
8270D
3510C
Water
2-Methylphenol
8270D
3510C
Water
2-Nitroaniline
8270D
3510C
Water
2-Nitrophenol
8270D
3510C
Water
3 & 4 Methylphenol
8270D
3510C
Water
3,3'-Dichlorobenzidine
8270D
3510C
Water
3-Nitroaniline
8270D
3510C
Water
4,6-Dinitro-2-methylphenol
8270D
3510C
Water
4-Bromophenyl phenyl ether
8270D
3510C
Water
4-Chloro-3-methylphenol
8270D
3510C
Water
4-Chloroaniline
8270D
3510C
Water
4-Chlorophenyl phenyl ether
8270D
3510C
Water
4-Nitroaniline
8270D
3510C
Water
4-Nitrophenol
8270D
3510C
Water
Acenaphthene
8270D
3510C
Water
Acenaphthylene
8270D
3510C
Water
Acetophenone
8270D
3510C
Water
Anthracene
8270D
3510C
Water
Benzo[a]anthracene
8270D
3510C
Water
Benzo[a]pyrene
8270D
3510C
Water
Benzo[b]fluoranthene
8270D
3510C
Water
Benzo[g,h,i]perylene
8270D
3510C
Water
Benzo[k]fluoranthene
8270D
3510C
Water
Benzyl alcohol
8270D
3510C
Water
bis (2-chloroisopropyl) ether
8270D
3510C
Water
Bis(2-chloroethoxy)methane
8270D
3510C
Water
Bis(2-chloroethyl)ether
8270D
3510C
Water
Bis(2-ethylhexyl) phthalate
8270D
3510C
Water
Butyl benzyl phthalate
8270D
3510C
Water
Chrysene
8270D
3510C
Water
Dibenz(a,h)anthracene
8270D
3510C
Water
Dibenzofuran
This list may include analytes for which
Eurofins Raleigh
Page 193 of 242 4/19/2023

Accreditation/Certification Summary C
Client: WSP USA Inc Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Laboratory: Eurofins Savannah (Continued)
Unless otherwise noted, all analytes for this laboratory were covered under each accreditation/certification below.
Authority Program Identification Number Expiration Date
The following analytes are included in this report, but the laboratory is not certified by the governing authority
the agency does not offer certification.
Analysis Method
Prep Method
Matrix
Analyte
8270D
3510C
Water
Diethyl phthalate
8270D
3510C
Water
Di-n-butyl phthalate
8270D
3510C
Water
Di-n-octyl phthalate
8270D
3510C
Water
Fluoranthene
8270D
3510C
Water
Fluorene
8270D
3510C
Water
Hexachlorobenzene
8270D
3510C
Water
Hexachlorocyclopentadiene
8270D
3510C
Water
Hexachloroethane
8270D
3510C
Water
Indeno[1,2,3-cd]pyrene
8270D
3510C
Water
Isophorone
8270D
3510C
Water
Nitrobenzene
8270D
3510C
Water
N-N itrosod imethylam ine
8270D
3510C
Water
N-N itrosod i-n-propylamine
8270D
3510C
Water
N-N itrosod iphenylam ine
8270D
3510C
Water
Phenanthrene
8270D
3510C
Water
Phenol
8270D
3510C
Water
Pyrene
This list may include analytes for which
Eurofins Raleigh
Page 194 of 242 4/19/2023

Method Summary
Client: WSP USA Inc
Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Method
Method Description
Protocol
Laboratory
8260 SIM
1,4-Dioxane by SIM
SW846
EET SAV
8260D
Volatile Organic Compounds by GC/MS
SW846
EET ESC
8270D
Semivolatile Organic Compounds (GC/MS)
SW846
EET SAV
RSK-175
Dissolved Gases (GC)
RSK
EET BUR
8081 B
Organochlorine Pesticides (GC)
SW846
EET SAV
8082A
Polychlorinated Biphenyls (PCBs) by Gas Chromatography
SW846
EET SAV
8151A
Herbicides (GC)
SW846
EET SAV
300.0-1993 R2.1
Anions, Ion Chromatography
MCAWW
EET SAV
VFA-HPLC
Volatile Fatty Acids (HPLC/UV)
Lab SOP
EET ORL
6010D
Metals (ICP)
SW846
EET SAV
6020B
Metals (ICP/MS)
SW846
EET SAV
7470A
Mercury (CVAA)
SW846
EET SAV
2320B-2011
Alkalinity, Total
SM
EET SAV
353.2
Nitrate
EPA
EET ESC
353.2
Nitrogen, Nitrate -Nitrite
EPA
EET ESC
353.2
Nitrogen, Nitrite
EPA
EET ESC
4500 S2 F-2011
Sulfide, Total
SM
EET SAV
5310 B-2011
Organic Carbon, Total (TOC)
SM
EET SAV
9012B
Cyanide, Total andorAmenable
SW846
EET SAV
SM 2540C
Solids, Total Dissolved (TDS)
SM
EET ESC
SM 5210B
BOD, 5-Day
SM
EET ESC
SM 5220D
COD
SM
EET ESC
3005A
Preparation, Total Recoverable or Dissolved Metals
SW846
EET SAV
3510C
Liquid -Liquid Extraction (Separatory Funnel)
SW846
EET SAV
5030C
Purge and Trap
SW846
EET ESC
5030C
Purge and Trap
SW846
EET SAV
7470A
Preparation, Mercury
SW846
EET SAV
8151A
Extraction (Herbicides)
SW846
EET SAV
9012B
Cyanide, Total and/orAmenable, Distillation
SW846
EET SAV
Protocol References:
EPA= US Environmental Protection Agency
Lab SOP = Laboratory Standard Operating Procedure
MCAWW = "Methods For Chemical Analysis Of Water And Wastes", EPA-600/4-79-020, March 1983 And Subsequent Revisions.
RSK = Sample Prep And Calculations For Dissolved Gas Analysis In Water Samples Using A GC Headspace Equilibration Technique, RSKSOP-175,
Rev. 0, 8/11/94, USEPA Research Lab
SM = "Standard Methods For The Examination Of Water And Wastewater"
SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.
Laboratory References:
EET BUR = Eurofins Burlington, 530 Community Drive, Suite 11, South Burlington, VT 05403, TEL [phone]
EET ESC = Eurofins Raleigh, 102-A Woodwinds Industrial Court, Cary, NC 27511, TEL [phone]
EET ORL = Eurofins Orlando, 481 Newburyport Avenue, Altamonte Springs, FL 32701, TEL [phone]
EET SAV = Eurofins Savannah, 5102 LaRoche Avenue, Savannah, GA 31404, TEL [phone]
Eurofins Raleigh
Page 195 of 242 4/19/2023

Client: WSP USA Inc Sample Summary Job ID: 752-4652-1
Project/Site: Henderson County Landfills
Lab Sample ID
Client Sample ID
Matrix
Collected
Received
752-4652-1
4501-AMW1S
Ground Water
03/20/2315:54
03/21/23 09:20
752-4652-2
4501-MW5 (Background)
Ground Water
03/20/23 10:09
03/21/23 09:20
752-4652-3
4501-MW8
Ground Water
03/20/23 12:15
03/21/23 09:20
752-4682-1
4501-MW6
Ground Water
03/21/23 12:30
03/22/23 10:00
752-4682-2
4501-MW7
Ground Water
03/21/23 15:03
03/22/23 10:00
752-4682-3
4501-MW10
Ground Water
03/21/23 10:19
03/22/23 10:00
752-4682-4
4501-MW11
Ground Water
03/21/23 15:03
03/22/23 10:00
752-4682-5
4501-MW12
Ground Water
03/21/23 13:23
03/22/23 10:00
752-4682-6
4501-MW13
Ground Water
03/21/23 12:09
03/22/23 10:00
752-4682-7
4501-Old MW2
Ground Water
03/21/23 08:29
03/22/23 10:00
752-4748-1
4501-AMW2S
Ground Water
03/22/23 13:22
03/23/23 10:00
752-4749-1
4501-Field Blank
Water
03/22/23 14:02
03/23/23 10:00
752-4750-1
4501-AMW1D
Ground Water
03/21/23 10:45
03/23/23 10:00
752-4750-2
4501-AMW2D
Ground Water
03/21/23 11:55
03/23/23 10:00
752-4750-3
4501-BR1
Surface Water
03/22/23 09:57
03/23/23 10:00
752-4750-4
4501-BR2
Surface Water
03/22/23 08:50
03/23/23 10:00
752-4750-5
4501-BR3
Surface Water
03/22/23 10:30
03/23/23 10:00
752-4750-6
4501-SW1
Surface Water
03/22/23 09:15
03/23/23 10:00
752-4750-7
4501-MW9
Ground Water
03/22/23 11:43
03/23/23 10:00
752-4750-8
4501-Trip Blank
Water
03/22/23 08:50
03/23/23 10:00
Page 196 of 242 Eurofin!04403

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Job #:
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5102 LaRoche Avenue,
3/31/2023
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Note Since laboratory accfeditalions are subject to change Eurofins Environment Testing Southeast, LLC places the ownership of method analyle 8 accreditation compliance upon our subcontract laboratories, This sample shipment Is forwarded under chain -of -custody If the laboratory
does not currently maintain accreditation in the State of Origin listed above for analysis/tests/matrix being analyzed the samples must be shipped back to the Eurofins Environment Testing Southeast, LLC laboratory or other instructions will be provided Any changes to accreditation
status should be brought to Eurofins Environment Testing Southeast, LLC attention Immediately if all requested accreditations are current to date return the signed Chain of Custody attesting to said compliance to Eurofins Environment Testing Southeast, LLC
Possible Hazard Identification
Sample Disposal (A fee may be assessed if samples are retained longer than 1 month)
I Cl M
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Deliverable Requested 1 II III IV, Other (specify) Primary Deliverable Rank 2
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Relinquished by
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Page 226 of 242
4/19/2023
M

Login Sample Receipt Checklist
Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4652
List Number: 1
Creator: Hyatt, Samantha
Question
List Source: Eurofins Raleigh
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
True
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
True
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
True
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
True
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
True
Eurofins Raleigh
Page 227 of 242 4/19/2023

Login Sample Receipt Checklist
Client: WSP USA Inc
Login Number: 4652
List Number: 3
Creator: Reynolds, Jamie K
Job Number: 752-4652-1
List Source: Eurofins Burlington
List Creation: 03/22/23 03:29 PM
Question
Answer
Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
Lab does not accept radioactive samples.
meter.
The cooler's custody seal, if present, is intact.
True
2188967
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
2.1°C
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
N/A
Received project as a subcontract.
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
N/A
Sample Preservation Verified.
True
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
True
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
Check done at department level as required.
Eurofins Raleigh
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Login Sample Receipt Checklist
Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4652
List Number: 4
Creator: Beck, Brent
Question
List Source: Eurofins Orlando
List Creation: 03/24/23 10:59 AM
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
True
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
True
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
True
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
Eurofins Raleigh
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Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4652
List Number: 2
Creator: Padayao, Abigail
Question
List Source: Eurofins Savannah
List Creation: 03/22/23 01:42 PM
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
N/A
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
N/A
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
True
<6mm (1/4").
Multiphasic samples are not present.
N/A
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
Eurofins Raleigh
Page 230 of 242 4/19/2023

Login Sample Receipt Checklist
Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4682
List Number: 1
Creator: Hyatt, Samantha
Question
List Source: Eurofins Raleigh
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
True
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
True
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
True
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
True
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
True
Eurofins Raleigh
Page 231 of 242 4/19/2023

Login Sample Receipt Checklist
Client: WSP USA Inc
Login Number: 4682
List Number: 3
Creator: Reynolds, Jamie K
Job Number: 752-4652-1
List Source: Eurofins Burlington
List Creation: 03/23/23 04:44 PM
Question
Answer
Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
Lab does not accept radioactive samples.
meter.
The cooler's custody seal, if present, is intact.
True
2188973
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
1.9°C
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
N/A
Received project as a subcontract.
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
N/A
Sample Preservation Verified.
True
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
True
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
Check done at department level as required.
Eurofins Raleigh
Page 232 of 242 4/19/2023

Login Sample Receipt Checklist
Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4682
List Number: 4
Creator: Beck, Brent
Question
List Source: Eurofins Orlando
List Creation: 03/24/23 10:59 AM
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
True
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
True
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
True
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
Eurofins Raleigh
Page 233 of 242 4/19/2023

Login Sample Receipt Checklist
Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4682
List Number: 2
Creator: Harley, Tynisha
Question
List Source: Eurofins Savannah
List Creation: 03/23/23 12:34 PM
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
True
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
N/A
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
N/A
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
Eurofins Raleigh
Page 234 of 242 4/19/2023

Login Sample Receipt Checklist
Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4748
List Number: 1
Creator: Hyatt, Samantha
Question
List Source: Eurofins Raleigh
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
True
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
True
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
True
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
True
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
True
Eurofins Raleigh
Page 235 of 242 4/19/2023

Client: WSP USA Inc
Login Number: 4748
List Number: 4
Creator: Khudaier, Zahraa
Question
Login Sample Receipt Checklist
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
True
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
True
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
True
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
Job Number: 752-4652-1
List Source: Eurofins Burlington
List Creation: 03/24/23 05:11 PM
Lab does not accept radioactive samples.
2088979
1.1°C
Eurofins Raleigh
Page 236 of 242 4/19/2023

Login Sample Receipt Checklist
Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4748
List Number: 2
Creator: Beck, Brent
Question
List Source: Eurofins Orlando
List Creation: 03/24/23 11:24 AM
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
True
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
True
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
True
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
Eurofins Raleigh
Page 237 of 242 4/19/2023

Login Sample Receipt Checklist
Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4748
List Number: 3
Creator: Padayao, Abigail
Question
List Source: Eurofins Savannah
List Creation: 03/24/23 01:54 PM
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
N/A
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
N/A
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
N/A
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
Eurofins Raleigh
Page 238 of 242 4/19/2023

Login Sample Receipt Checklist
Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4749
List Number: 1
Creator: Hyatt, Samantha
Question
List Source: Eurofins Raleigh
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
True
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
True
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
True
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
True
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
True
Eurofins Raleigh
Page 239 of 242 4/19/2023

Login Sample Receipt Checklist
Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4749
List Number: 2
Creator: Padayao, Abigail
Question
List Source: Eurofins Savannah
List Creation: 03/24/23 01:54 PM
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
N/A
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
N/A
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
N/A
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
Eurofins Raleigh
Page 240 of 242 4/19/2023

Login Sample Receipt Checklist
Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4750
List Number: 1
Creator: Hyatt, Samantha
Question
List Source: Eurofins Raleigh
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
True
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
True
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
True
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
True
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
True
Eurofins Raleigh
Page 241 of 242 4/19/2023

Login Sample Receipt Checklist
Client: WSP USA Inc
Job Number: 752-4652-1
Login Number: 4750
List Number: 2
Creator: Padayao, Abigail
Question
List Source: Eurofins Savannah
List Creation: 03/24/23 02:03 PM
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
N/A
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
N/A
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
N/A
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
Eurofins Raleigh
Page 242 of 242 4/19/2023

WSP USA, Inc.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 1 of 5
Project Name: Henderson County Landfill (C&D, MNA, and MSW)
Project Reference Number: GL2014715721.001
Sampling Event Date: March 20-22, 2023
Review Date: May 1, 2023 Initials: NTT
Report #: 752-4652-1 QA/QC: BSD
Person(s) performing the review are to initial each item on this form as acknowledgement of data
acceptance, or as acknowledgement of a review issue. In the case of the latter, a brief explanation
should follow the applicable item.
WSP USA Inc. has reviewed the laboratory certificates of analysis, chain -of -custody form, and laboratory
provided sample group quality assurance and quality control data for the above referenced sample group
to identify potential bias or inaccuracy, in general accordance with the following United States
Environmental Protection Agency documents:
• Region III Modifications to Functional Guidelines for Organic Data Review Multi -Media, Multi -
Concentration, September 1994;
• Region III Modifications to the Laboratory Data Validation Functional Guidelines for Evaluating
Inorganic Analyses, April 1993; and
• Laboratory Data Validation Functional Guidelines for Evaluating Inorganic Analyses, July 1998
COMPLIANCE ANALYTE LIST(S) (check all that apply)
_ NC Closed Facility List (.500 Rules)
X NC C & D List (New Rules)
_ NC Appendix I
X NC Appendix I + 2,4-D
X NC Appendix II + 1,4-Dioxane, Mercury
NC Subtitle D Leachate List
Other: MNA Parameters: Nitrate. Sulfate. Alkalinitv. Chloride. Metha
Dioxide, and COCs (Old MW-2)
1.0 CHAIN OF CUSTODY (COC) REVIEW
NTT COC was properly signed by all parties.
NTT Correct project name and number are on the form.
➢ Incorrect Project number on COCs. Correct number is GL2014715721.001
NTT Sample receipt condition at laboratory was acceptable.
NTT Each sample and blank submitted for analysis appears in the report.
Ethene. Carbon

WSP USA, Inc.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 2 of 5
2.0 SAMPLE HOLDING TIMES
NTT Holding times for extraction and/or analysis were met for each analytical method (see below for
reference).
Review Criteria
Method
Anal tes
Holding Time
SW-846 Method 8260 and 8011
VOCs
14 days
SW-846 Methods 8270, 8080, 8081,
8082, and 8151
SVOCs, PCBs, pesticides
and herbicides
7 days for extraction, 40 days
from extraction for analysis
SW-846 Methods 6000 and 7000
Series
Metals except mercury
6 months (no temperature
requirements
SW-846 Method 7470
Mercury
28 days
SW-846 Method 376.1
Sulfide
7 days
SW-846 Method 9010
Cyanide
14 days
EPA Method 300
Nitrate/Sulfate
48 hours/28 days
EPA Method 405.1
BOD
48 hours
EPA Method 410.4
COD
28 days
EPA Method 365.4
Phosphorous
28 days
3.0 LABORATORY QUALITY CONTROL REVIEW
NTT Laboratory analyzed at least one internal blank for each method, where applicable.
NTT Laboratory blank is interference -free.
Method 8260D: The method blank associated with analytical batch 752-2111 contained Chloroform
greater than one-half the reporting limit (RL). The samples were not re -analyzed because there out of
holding time. The sample results have been qualified and reported.
NTT Surrogate recoveries are provided for each analytical method, where applicable.
NTT Surrogate recoveries for each method are within the acceptable limits (i.e., at least 50% of the
surrogates were within range).
NTT MS/MSD/LCS data results are provided for each analytical method.
Methods 353.2, SM4500 NO2 F: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for
analytical batch 752-2027 were outside control limits for one or more analytes, see QC Sample
Results for detail. Sample matrix interference and/or non -homogeneity are suspected because the
associated laboratory control sample (LCS) recovery is within acceptance limits.
Method 353.2: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for analytical batch
752-2034 were outside control limits for one or more analytes, see QC Sample Results for detail.
Sample matrix interference and/or non -homogeneity are suspected because the associated
laboratory control sample (LCS) recovery is within acceptance limits.
Methods 353.2, SM 4500 NO3 F: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for
analytical batch 752-2160 were outside control limits for one or more analytes, see QC Sample
Results for detail. Sample matrix interference and/or non -homogeneity are suspected because the
associated laboratory control sample (LCS) recovery is within acceptance limits.
Methods 808113, 8081 B/8082A: The laboratory control sample (LCS) for preparation batch 680-769227
and analytical batch 680-769499 recovered outside control limits for the following analytes: beta-
BHC, delta-BHC and Endrin. These analytes were biased high in the LCS and were not detected in
the associated samples; therefore, the data have been reported.

WSP USA, Inc.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 3 of 5
Method 8260D: The method blank associated with analytical batch 752-2111 contained Chloroform
greater than one-half the reporting limit (RL). The samples were not re -analyzed because there out of
holding time. The sample results have been qualified and reported.
NTT MS/MSD/LCS recoveries for each method are within the acceptable limits (i.e., at least 1 of the 3
were within range).
The Method RSK-175: Due to the high concentration of Cot, the matrix spike / matrix spike duplicate
(MS/MSD) for analytical batch 200-189761 could not be evaluated for accuracy and precision. The
associated laboratory control sample (LCS) met acceptance criteria.
4.0 ANALYTE LISTS/METHODS
NTT The proper number of constituents are present for each analyte list as identified above (including
detects where applicable).
NTT Proper EPA SW-846 analytical methods were used for analysis.
5.0 DATA REPORTING
NTT All analytical reporting associated with the event was performed by the contracted lab.
NTT Trip, field and/or equipment, and laboratory blank results have all been reported. All detects for
blanks are listed below by constituent. All laboratory method blanks, if any, have been 'flagged'
with a `B' where detected in other samples as appropriate and a laboratory narrative was
provided. If the sample was flagged by the laboratory and is not within 5X of the concentration in
the blank (or 10X for commonly detected laboratory contaminants -acetone, methylene chloride
and phthalates), list below with explanation if flags should be removed. If flags need to be added
for samples, also list below.
Blank Detections:
➢ Field Blank: Acetone @ 10.0 ug/L (J), Methylene Chloride @ 0.362 ug/L (J); Chloroform @ 0.260 ug/L
(J); Beryllium @ 0.640 ug/L (J); Cyanide @ 0.0045 ug/L (J)
➢ Trip Blank: Chloroform @ 0.503 ug/L (J), Methylene Chloride @ 0.470 ug/L (J)
➢ Method Blanks: 1,2,4-Trichlorobenzene @ 0.1973 ug/L (J), Hexachlorobutadiene @ 0.4377 ug/L (J),
Methylene Chloride @ 0.2792 ug/L (J), Cis-1,2-Dichloroethene @ 0.1782 ug/L (J) (Highest), Choloform
@ 1.526 ug/L, Beryllium @ 0.94 ug/L (J) (Highest)
Blank Flags:
Beryllium: MW-6, MW-7. MW-15, AMW-1S, AMW-1D, AMW-2S, AMW-2D, MW-9, BR-1, BR-2, BR-3,
SW-1, MW-10, MW-11, MW-12, MW-13
➢ Chloroform: BR-1, BR-2, BR-3, SW-1
Cis-1,2-Dichloroethene: AMW-1D, AMW-2S, MW-11, MW-12
Methylene Chloride: MW-7, AMW-2S, MW-9, BR-2, BR-3
Cyanide: MW-5, MW-6, MW-7, MW-8
NTT It is clear from the laboratory report that samples have or have not been diluted during analysis,
and if the samples have been diluted, the result is reported as a multiple of the dilution (e.g., a
sample diluted 1 Ox resulting in an analytical detection of 1.0 should be reported as 10). Those
that have been diluted are listed below with the dilution factor.
VFAs (10x) on MW-5, MW-6, MW-7, MW-8, ➢ Carbon Dioxide (4x): MW-13, Old MW-2
AMW-1S, AMW-2S, and Old MW-2 ➢ VOCs (5x): MW-6
➢ Carbon Dioxide (2x): MW-8
NTT No organic constituents were reported above their respective SWSLs, and no inorganic or

WSP USA, Inc.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 4 of 5
organic constituents were reported above their respective NC 2L Drinking Water
Standards/GWPS in wells, or field/equipment/trip blanks, or above applicable surface water
standards in surface water points.
Concentrations above applicable Standards (i.e., NC 2L or NC 2B)
• 1,4-Dioxane (NC2L = 3 ug/L)
• MW-6 @ 21.6 ug/L
• MW-7 @ 19.4 ug/L
• MW-13 @ 3.55 ug/L
• AMW-1D @ 12.2 ug/L
Cobalt (NC2L = 1 uq/L)
• MW-6 @ 2.12 ug/L (J)
• MW-7 @ 2.24 ug/L (J)
• MW-8 @ 14.4 ug/L
• MW-11 @ 2.36 ug/L (J)
• MW-13 @ 2.49 ug/L (J)
• AMW-1S @ 5.58 ug/L (J)
• Cobalt (NC ISTV (Chronic) = 1.6
ug/L)
• BR-2 @ 2.36 ug/L (J)
• BR-3 @ 3.22 ug/L (J)
• Iron (NC2L = 300 ug/L)
• MW-11 @ 3610 ug/L
• MW-13 @ 1510 ug/L
• Manganese (NC2L = 50 ug/L)
• MW-11 @ 7660 ug/L
• MW-12 @ 914 ug/L
• MW-13 @ 831 ug/L
• Total Dissolved Solids (NC2L =
500 m /L
• MW-11 @ 610 mg/L
• Benzene (NC 2L = 1 ug/L)
• MW-6 @ 1.64 ug/L (J)
• AMW-1D @ 1.1 ug/L
• 1,4-Dichlorobenze (NC 2L =6
u /L
• MW-7 @ 10 ug/L
• Vinyl Chloride (NC 2L =0.03
ug/L)
• MW-7 @ 0.81 ug/L (J)
• MW-12 @ 1.04 ug/L
• MW-13 @ 0.596 ug/L (J)
• 1,4-Dioxane (SW Standard =
0.35 u /L
• BR-1 @ 0.794 ug/L
• BR-2 @ 7.78 ug/L
• BR-3 @ 0.989 ug/L
• SW-1 @ 1.63 ug/L
• Mercury (NC 2L = 1 ug/L)
• MW-8 @ 1.04 ug/L
• Heptachlor Epoxide (NC 2L =
0.004 ug/L)
• MW-7 @ 0.00911 ug/L (J)
• Cadmium (SW standard Fresh
water Chronic = 0.36ug/L)
• BR-3 @ 1.07 ug/L (J)
NTT No inorganic and organic constituents were detected in a well or surface water point at quantified
concentrations outside of their historical range (more than 5X previous concentrations or first-time
detections).
➢ 15t time detection of gamma-BHC in MW-8 @ 0.00791 ug/L (J)
y 15t time detection of Heptachlor Epoxide in MW-7 @ 0.00911 ug/L (J) above NC 2L (0.004 ug/L)
NTT Other report issues/Communications with laboratory/etc.:
Method 8260D: The (LCS 752-2066/5) was biased low for: 1,1-Dichloroethane, 1,2-Dichloropropane,
Benzene, Bromochloromethane, Chlorobenzene, Chloroform, Styrene and trans-1,2-Dichloroethene .
All compounds were detected in a reporting limit (RL) sample. All non -detects are reported. Any
detections are to be considered estimated values and are qualified.
Method RSK-175: The following sample(s) was analyzed outside of analytical holding time due to
failure of instruments auto -sampler.

WSP USA, Inc.
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 5 of 5

aceAna lytical
LELAP Certificate Number: 01955
A2LA Accredited (DoD ELAP-QSM 5.4) Certificate Number: 6429.01
ANALYTICAL RESULTS
•:I
Pace Analytical Gulf Coast
7979 Innovation Park Dr.
Baton Rouge, LA 70820
[phone]
Report Date 03/31/2023
Report Y 223032356
�1��i �1��i �1��i �1��i �1��i �1��i �1��i �1��i �1��i III
Project Henderson Co GL201475722.101
Deliver To
Benjamin Draper
WSP
5B Oak Branch Dr
Greensboro, NC 27407
Samples Collected 3/22/23
Additional Recipients
NONE
CCCR
CERT # 6429.01
Pace Gulf Coast Report#: 223032356 03/31/2023 16:01 Page 1 of 11

Report#: 223032356
aceAnarytical
Project ID: Henderson Cc GL201475722.101 Report Date: 03/31/2023
Laboratory Endorsement
Sample analysis was performed in accordance with approved methodologies provided by the Environmental Protection Agency or other recognized
agencies. The samples and their corresponding extracts will be maintained for a period of 30 days unless otherwise arranged. Following this
retention period the samples will be disposed in accordance with Pace Gulf Coast's Standard Operating Procedures.
Common Abbreviations that may be Utilized in this Report
ND Indicates the result was Not Detected at the specified reporting limit
NO Indicates the sample did not ignite when preliminary test performed for EPA Method 1030
DO Indicates the result was Diluted Out
MI Indicates the result was subject to Matrix Interference
TNTC Indicates the result was Too Numerous To Count
SUBC Indicates the analysis was Sub -Contracted
FLD Indicates the analysis was performed in the Field
DL Detection Limit
LOD Limit of Detection
LOQ Limit of Quantitation
RE Re -analysis
CF HPLC or GC Confirmation
00:01 Reported as a time equivalent to 12:00 AM
Reporting Flags that may be Utilized in this Report
J or I Indicates the result is between the MDL and LOQ
J DOD flag on analyte in the parent sample for MS/MSD outside acceptance criteria
U Indicates the compound was analyzed for but not detected
B or V Indicates the analyte was detected in the associated Method Blank
Q Indicates a non -compliant QC Result (See Q Flag Application Report)
" Indicates a non -compliant or not applicable QC recovery or RPD — see narrative
E Organics - The result is estimated because it exceeded the instrument calibration range
E Metals - % diference for the serial dilution is > 10%
L Reporting Limits adjusted to meet risk -based limit.
P RPD between primary and confirmation result is greater than 40
DL Diluted analysis — when appended to Client Sample ID
Sample receipt at Pace Gulf Coast is documented through the attached chain of custody. In accordance with NELAC, this report shall be
reproduced only in full and with the written permission of Pace Gulf Coast. The results contained within this report relate only to the samples
reported. The documented results are presented within this report.
This report pertains only to the samples listed in the Report Sample Summary and should be retained as a permanent record thereof. The results
contained within this report are intended for the use of the client. Any unauthorized use of the information contained in this report is prohibited.
I certify that this data package is in compliance with The NELAC Institute (TNI) Standard 2009 and terms and conditions of the contract and
Statement of Work both technically and for completeness, for other than the conditions in the case narrative. Release of the data contained in this
hardcopy data package and in the computer readable data submitted has been authorized by the Quality Assurance Manager or his/her designee,
as verified by the following signature.
Estimated uncertainty of measurement is available upon request. This report is in compliance with the DOD QSM as specified in the contract if
applicable.
CA P__L
dle_l
Authorized Signature
Pace Gulf Coast Report 223032356
Pace Gulf Coast Report#: 223032356 03/31/2023 16:01 Page 2 of 11

Report#: 223032356
Project ID: Henderson Co GL201475722.101 Report Date: 03/31/2023
Certifications
Certification
Certification Number
A2LA Accredited DoD ELAP-QSM 5.4
6429.01
Alabama
01955
Arkansas
88-0655
Colorado
01955
Delaware
01955
Florida
E87854
Georgia
01955
Hawaii
01955
Idaho
01955
Illinois
200048
Indiana
01955
Kansas
E-10354
Kentucky
95
Louisiana
01955
Maryland
01955
Massachusetts
01955
Michigan
01955
Mississippi
01955
Missouri
01955
Montana
N/A
Nebraska
01955
New Mexico
01955
North Carolina
618
North Dakota
R-195
Oklahoma
9403
South Carolina
73006001
South Dakota
01955
Tennessee
01955
Texas
T104704178
Vermont
01955
Virginia
460215
Washington
C929
USDA Soil Permit
P330-16-00234
Pace Gulf Coast Report#: 223032356 03/31/2023 16:01 Page 3 of 11

1 21'Analytical
Report#: 223032356
Project ID: Henderson Co GL201475722.101 Report Date: 03/31/2023
Case Narrative
Client: WSP- NC Report: 223032356
Pace Analytical Gulf Coast received and analyzed the sample(s) listed
on the Report Sample Summary page of this report. Receipt of the sample(s) is documented
by the attached chain of custody. This applies only to the sample(s) listed in this report.
No sample integrity or quality control exceptions were identified unless noted below.
No anomalies were found for the analyzed sample(s).
Pace Gulf Coast Report#: 223032356 03/31/2023 16:01 Page 4 of 11

1 2.AruOical
Report#: 223032356
Project ID: Henderson Co GL201475722.101 Report Date: 03/31/2023
Sample Summary
Lab ID Client ID Matrix Collect Date Receive Date
22303235601 AMW-2S Bubble Strip
22303235602 AMW-2S Water
3/22/23 13:22 3/23/23 09:48
3/22/23 13:22 3/23/23 09:48
Pace Gulf Coast Report#: 223032356 03/31/2023 16:01 Page 5 of 11

Report#: 223032356
aceAnarytical
Project ID: Henderson Cc GI-201475722.101 Report Date: 03/31/2023
Detect Summary
Results and Detection Limits are adjusted for dilution and moisture when applicable
AM20GAX
Lab ID Client ID Parameter Units Result Dil. %Moist
22303235601 AMW-2S Hydrogen nM 3.2 1 NA
Pace Gulf Coast Report#: 223032356 03/31/2023 16:01 Page 6 of 11

aceAnalytica! Report#: 223032356
Project ID: Henderson Co GI-201475722.101 Report Date: 03/31/2023
Sample Results
AMW-2S Collect Date 03/22/2023 13:22 Lab ID 22303235601
Receive Date 03/23/2023 09:48 Matrix Bubble Strip
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/27/23 08:35 762543 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
1333-74-0
Hydrogen
3.2
0.49
1.9
nM
AMW-2S Collect Date 03/22/2023 13:22 Lab ID 22303235602
Receive Date 03/23/2023 09:48 Matrix Water
SM 3500-Fe B-2011
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/23/2314:28 762401 RYC NA
CAS# Parameter
WET-045 Ferrous Iron
Result DL LOQ
0.014U 0.014 0.050
Units
mg/L
Pace Gulf Coast Report#: 223032356 03/31/2023 16:01 Page 7 of 11

1 21'Analytical
Report#: 223032356
Project ID: Henderson Co GI-201475722.101 Report Date: 03/31/2023
General Chemistry QC Summary
Analytical Batch Client ID
MB762401
LCS762401
LCSD762401
762401 Lab ID
2465363
2465364
2465365
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
03/23/23 14:27
03/23/23 14:26
03/23/23 14:27
Matrix
Water
Water
Water
SM 3500-Fe B-2011
Units
mg/L
Spike
Result
%R
I
Control
Spike
Result
%R
I
RPD
I
RPD
I
Result
DLI
Added
Limits%R
1 Added
Limit
Ferrous Iron WET-045
0.014U
0.014
1.00
0.966
97
89.5 - 110.5
1.00
1.03
103
7
20
Pace Gulf Coast Report#: 223032356 03/31/2023 16:01 Page 8 of 11

1 21'Analytical
Report#: 223032356
Project ID: Henderson Co GI-201475722.101 Report Date: 03/31/2023
General Chromatography QC Summary
Analytical Batch Client ID
MB762543
LCS762543
LCSD762543
762543 Lab ID
2466207
2466208
2466209
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
03/27/23 08:05
03/27/23 07:40
03/27/23 07:52
Matrix
Bubble Strip
Bubble Strip
Bubble Strip
AM20GAX
Units
nM
Spike
Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Hydrogen 1333-74-0
0.49U
0.49
12
12
101
70 - 130
12
12
102
1
20
Pace Gulf Coast Report#: 223032356 03/31/2023 16:01 Page 9 of 11

ENVIRONMENTAL CONSERVATION LABORATORIES CHAIN-OF-CUSTOC Client ID: 5665 - WSP- NC
WL�O 10775 Central Port Dr. 4810 Executive Park Court, Suite 111 102-A Woodwinds li
Orlando, FL 32824 Jacksonville, FL 32216-6069 Cary, NC 27511 SDG: 223032356
[phone] Fax [phone] [phone] Fax [phone] [phone] Fa
Client Name Projerj Number Requested PM: RWe
Lt`� Z2 t 1� I Imes
Address project Name/Desc
i ` Note :Rush requests subject to
-Jy acceptance by the facility
City/ST PO M /Billing Info
i
—
rievns,00YU Vic, J--`` w- _ Standard
Tel Fax Reporting Contact
n _
Sampler(s) Name, Affiliation (Print) Billing Contact Expedited
Due
Sampler(s) Signature Sil ocalion/Time Zone Lab WDrkOrder
�C7 125rd �4
Preservation (See Codes) (Combine as necessary)
Collection Matrix Total # of
Item If Sample to (Field Identification) Collection Date Time Comp / Grab (see codes) Containers Sample Comments
w -- I" 13Z'L %i r l k
AHW - z S 3122I -> M�2 G -1w (
Sample Kit Prepared By
Sample Kit Prepared By
Date/rime
Relin
-
^Dat /Time _ V
Received By
DateRme
Comments/Special Reporting Requirements
`
Relinquishe y
Datefrriimel
r113
Received By
Date/Time
qz
Relinquished By
Date rime
Received By
Date rime
Matrix GW-GrnunAwalcr cn cna nw-nd—.,,, v,r.,.,.. ce c_.,:___, �... �...,___,.._._...
Cooler #'a & Temps on Receipt
`43
.... .... .... ... .. _ _.. ... ... _
Condition Upon Receipt
Acceptable _ Unacceptable
-- -._._.-.....__._.._._- - .... _ .,...... �......... ... .................r .- .,-r,.,.:.-nww -ncavv --Ivavn v-vmer tuerau m commemsf
Note: All samples submitted to ENCO Labs are in accordance with the terms and conditions listed on the reverse of this form, unless prior written agreements exist
Pace Gulf Coast Report#: 223032356 03/31/2023 16:01 Page 10 of 11

(,�'7aceAnalyfical'SAMPLE RECEIVING CHECKLIST IIIIIIIIIIII
SAMPLE DELIVERY GROUP
223032356
CHECKLIST
YES
NO
Client PM RWe
Transport Method
Samples received with proper thermal preservation?
*❑
❑
5665 - MFL NC
F®DC
Radioactivity is <1600 cpm? If no, record cpm value in notes section.
COC relinquished and complete (including samplelDs, collect times, and sampler)?
❑
*❑
❑
❑
Profile Number
Received By
308726
N/bOune, Dodie K
All containers received in good condition and within hold time?
All sample labels and containers received match the chain of custody?
*❑
0
❑
❑
Line Item(s)
Receive Date(s)
1 - Ferrous Iron
03/23/23
2- hydrogen
Preservative added to any containers?
❑
*❑
If received, was headspace for VOC water containers < 6mm?
*❑
❑
Samples collected in containers provided by Pace Gulf Coast?
0
❑
COOLERS
DISCREPANCIES
LAB PRESERVATIONS
Airbill Thermometer ID E43
Temp °C
None
None
396095612895
0.7
NOTES
Revision 1.6
Page 1 of 1
Pace Gulf Coast Report#: 223032356
03/31 /2023 16:01
Page 11 of 11

aceAna lytical
LELAP Certificate Number: 01955
A2LA Accredited (DoD ELAP-QSM 5.4) Certificate Number: 6429.01
ANALYTICAL RESULTS
•:I
Pace Analytical Gulf Coast
7979 Innovation Park Dr.
Baton Rouge, LA 70820
[phone]
Report Date 03/31/2023
Report Y 223032225
�1��i �1��i �1��i �1��i �1��i �1��i �1��i �1��i �1��i III
Project Henderson Co GL2014715722
Samples Collected 3/20/23 - 3/21/23
Deliver To
Benjamin Draper
WSP
5B Oak Branch Dr
Greensboro, NC 27407
Additional Recipients
NONE
ACCR DITED
CERT # 6429.01
Pace Gulf Coast Report#: 223032225 03/31/2023 15:31 Page 1 of 12

Report#: 223032225
aceAnarytical
Project ID: Henderson Cc GL2014715722 Report Date: 03/31/2023
Laboratory Endorsement
Sample analysis was performed in accordance with approved methodologies provided by the Environmental Protection Agency or other recognized
agencies. The samples and their corresponding extracts will be maintained for a period of 30 days unless otherwise arranged. Following this
retention period the samples will be disposed in accordance with Pace Gulf Coast's Standard Operating Procedures.
Common Abbreviations that may be Utilized in this Report
ND Indicates the result was Not Detected at the specified reporting limit
NO Indicates the sample did not ignite when preliminary test performed for EPA Method 1030
DO Indicates the result was Diluted Out
MI Indicates the result was subject to Matrix Interference
TNTC Indicates the result was Too Numerous To Count
SUBC Indicates the analysis was Sub -Contracted
FLD Indicates the analysis was performed in the Field
DL Detection Limit
LOD Limit of Detection
LOQ Limit of Quantitation
RE Re -analysis
CF HPLC or GC Confirmation
00:01 Reported as a time equivalent to 12:00 AM
Reporting Flags that may be Utilized in this Report
J or I Indicates the result is between the MDL and LOQ
J DOD flag on analyte in the parent sample for MS/MSD outside acceptance criteria
U Indicates the compound was analyzed for but not detected
B or V Indicates the analyte was detected in the associated Method Blank
Q Indicates a non -compliant QC Result (See Q Flag Application Report)
" Indicates a non -compliant or not applicable QC recovery or RPD — see narrative
E Organics - The result is estimated because it exceeded the instrument calibration range
E Metals - % diference for the serial dilution is > 10%
L Reporting Limits adjusted to meet risk -based limit.
P RPD between primary and confirmation result is greater than 40
DL Diluted analysis — when appended to Client Sample ID
Sample receipt at Pace Gulf Coast is documented through the attached chain of custody. In accordance with NELAC, this report shall be
reproduced only in full and with the written permission of Pace Gulf Coast. The results contained within this report relate only to the samples
reported. The documented results are presented within this report.
This report pertains only to the samples listed in the Report Sample Summary and should be retained as a permanent record thereof. The results
contained within this report are intended for the use of the client. Any unauthorized use of the information contained in this report is prohibited.
I certify that this data package is in compliance with The NELAC Institute (TNI) Standard 2009 and terms and conditions of the contract and
Statement of Work both technically and for completeness, for other than the conditions in the case narrative. Release of the data contained in this
hardcopy data package and in the computer readable data submitted has been authorized by the Quality Assurance Manager or his/her designee,
as verified by the following signature.
Estimated uncertainty of measurement is available upon request. This report is in compliance with the DOD QSM as specified in the contract if
applicable.
CA P__L
dle_l
Authorized Signature
Pace Gulf Coast Report 223032225
Pace Gulf Coast Report#: 223032225 03/31/2023 15:31 Page 2 of 12

Report#: 223032225
Project ID: Henderson Co GL2014715722 Report Date: 03/31/2023
Certifications
Certification
Certification Number
A2LA Accredited DoD ELAP-QSM 5.4
6429.01
Alabama
01955
Arkansas
88-0655
Colorado
01955
Delaware
01955
Florida
E87854
Georgia
01955
Hawaii
01955
Idaho
01955
Illinois
200048
Indiana
01955
Kansas
E-10354
Kentucky
95
Louisiana
01955
Maryland
01955
Massachusetts
01955
Michigan
01955
Mississippi
01955
Missouri
01955
Montana
N/A
Nebraska
01955
New Mexico
01955
North Carolina
618
North Dakota
R-195
Oklahoma
9403
South Carolina
73006001
South Dakota
01955
Tennessee
01955
Texas
T104704178
Vermont
01955
Virginia
460215
Washington
C929
USDA Soil Permit
P330-16-00234
Pace Gulf Coast Report#: 223032225 03/31/2023 15:31 Page 3 of 12

1 21'Analytical
Report#: 223032225
Project ID: Henderson Co GL2014715722 Report Date: 03/31/2023
Case Narrative
Client: WSP- NC Report: 223032225
Pace Analytical Gulf Coast received and analyzed the sample(s) listed
on the Report Sample Summary page of this report. Receipt of the sample(s) is documented
by the attached chain of custody. This applies only to the sample(s) listed in this report.
No sample integrity or quality control exceptions were identified unless noted below.
No anomalies were found for the analyzed sample(s).
Pace Gulf Coast Report#: 223032225 03/31/2023 15:31 Page 4 of 12

aceAnarytical
Report#: 223032225
Project ID: Henderson Co GL2014715722
Report Date:
03/31/2023
Sample Summary
Lab ID
Client ID
Matrix
Collect Date
Receive Date
22303222501
MW-6
Water
3/21/23 12:30
3/22/23 10:11
22303222502
MW-7
Water
3/21/2315:03
3/22/23 10:11
22303222503
OLD MW-2
Water
3/21/23 08:29
3/22/23 10:11
22303222504
MW-5
Bubble Strip
3/20/23 10:06
3/22/23 10:11
22303222505
OLD MW-2
Bubble Strip
3/21/23 08:29
3/22/23 10:11
22303222506
MW-7
Bubble Strip
3/21/23 15:03
3/22/23 10:11
22303222507
MW-8
Bubble Strip
3/20/23 12:15
3/22/23 10:11
22303222508
AMW-15
Bubble Strip
3/21/23 15:54
3/22/23 10:11
Pace Gulf Coast Report#: 223032225 03/31/2023 15:31 Page 5 of 12

Report#: 223032225
aceAnarytical
Project ID: Henderson Cc GL2014715722
Report Date:
03/31/2023
Detect Summary
Results and Detection Limits
are adjusted for dilution and moisture when applicable
SM 3500-Fe B-2011
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303222501
MW-6
Ferrous Iron
mg/L
25.2
25
NA
22303222502
MW-7
Ferrous Iron
mg/L
0.485
1
NA
22303222503
OLD MW-2
Ferrous Iron
mg/L
0.035J
1
NA
AM20GAX
Lab ID
Client ID
Parameter
Units
Result
Dil.
%Moist
22303222504
MW-5
Hydrogen
nM
1.01
1
NA
22303222505
OLD MW-2
Hydrogen
nM
1.2J
1
NA
22303222506
MW-7
Hydrogen
nM
0.96J
1
NA
22303222507
MW-8
Hydrogen
nM
2.2
1
NA
22303222508
AMW-15
Hydrogen
nM
0.98J
1
NA
Pace Gulf Coast Report#: 223032225 03/31/2023 15:31 Page 6 of 12

aceAnalytica! Report#: 223032225
Project ID: Henderson Co GL2014715722 Report Date: 03/31/2023
Sample Results
MW-c Collect Date 03/21/2023 12:30 Lab ID 22303222501
v Receive Date 03/22/2023 10:11 Matrix Water
SM 3500-Fe B-2011
*Results and limits are adjusted for dilution.
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 25 03/22/2313:32 762306 RYC NA
CAS#
Parameter
Result
DL
LOQ
Units
WET-045
Ferrous Iron
25.2
0.358
1.25
mg/L
Collect Date 03/21/2023 15:03 Lab ID 22303222502
MW-7 Receive Date 03/22/2023 10:11 Matrix Water
SM 3500-Fe B-2011
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/22/2313:33 762306 RYC NA
CAS#
Parameter
Result
DL
LOQ
Units
WET-045
Ferrous Iron
0.485
0.014
0.050
mg/L
OLD MW-2 Collect Date 03/21/2023 08:29 Lab ID 22303222503
Receive Date 03/22/2023 10:11 Matrix Water
SM 3500-Fe B-2011
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/22/2313:33 762306 RYC NA
CAS#
Parameter
Result
DL
LOQ
Units
WET-045
Ferrous Iron
0.035J
0.014
0.050
mg/L
Collect Date 03/20/2023 10:06 Lab ID 22303222504
MW-G Receive Date 03/22/2023 10:11 Matrix Bubble Strip
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/23/23 07:35 762341 LMB NA
CAS# Parameter
1333-74-0 Hydrogen
Result
DL
LOQ
Units
1.01
0.49
1.9
nM
Pace Gulf Coast Report#: 223032225 03/31/2023 15:31 Page 7 of 12

Report#: 223032225
aceAr�alytrca!
Project ID: Henderson Co GL2014715722 Report Date: 03/31/2023
Sample Results
OLD MW-2 Collect Date 03/21/2023 08:29 Lab ID 22303222505
Receive Date 03/22/2023 10:11 Matrix Bubble Strip
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/23/23 07:47 762341 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
1333-74-0
Hydrogen
1.2,1
0.49
1.9
nM
Collect Date 03/21/2023 15:03 Lab ID 22303222506
MW-7 Receive Date 03/22/2023 10:11 Matrix Bubble Strip
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/23/23 08:00 762341 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
1333-74-0
Hydrogen
0.96J
0.49
1.9
nM
Collect Date 03/20/2023 12:15 Lab ID 22303222507
MW-Q Receive Date 03/22/2023 10:11 Matrix Bubble Strip
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/23/23 08:12 762341 LMB NA
CAS#
Parameter
Result
DL
LOQ
Units
1333-74-0
Hydrogen
2.2
0.49
1.9
nM
AMW-15 Collect Date 03/21/2023 15:54 Lab ID 22303222508
Receive Date 03/22/2023 10:11 Matrix Bubble Strip
AM20GAX
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/23/23 08:25 762341 LMB NA
CAS# Parameter
1333-74-0 Hydrogen
Result
DL
LOQ
Units
0.981
0.49
1.9
nM
Pace Gulf Coast Report#: 223032225 03/31/2023 15:31 Page 8 of 12

1 21'Analytical
Report#: 223032225
Project ID: Henderson Co GL2014715722 Report Date: 03/31/2023
General Chemistry QC Summary
Analytical Batch Client ID
MB762306
LCS762306
LCSD762306
762306 Lab ID
2464655
2464656
2464657
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
03/22/23 13:31
03/22/23 13:31
03/22/23 13:31
Matrix
Water
Water
Water
SM 3500-Fe B-2011
Units
mg/L
Spike
Result
I
%R
I
Control
I
Spike
Result
%R
I
RPD
I
RPD
I
Result
DL
1 Added
Limits%R
1 Added
Limit
Ferrous Iron WET-045
0.014U
0.014
1.00
1.05
105
89.5 - 110.5
1.00
1.01
101
4
20
Pace Gulf Coast Report#: 223032225 03/31/2023 15:31 Page 9 of 12

1 21'Analytical
Report#: 223032225
Project ID: Henderson Co GL2014715722 Report Date: 03/31/2023
General Chromatography QC Summary
Analytical Batch Client ID
MB762341
LCS762341
LCSD762341
762341 Lab ID
2464941
2464942
2464943
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
03/23/23 07:23
03/23/23 06:53
03/23/23 07:11
Matrix
Bubble Strip
Bubble Strip
Bubble Strip
AM20GAX
Units
nM
Spike
Result
%R
Control
Spike
Result
%R
RPD
RPD
Result
DL
Added
Limits%R
Added
Limit
Hydrogen 1333-74-0
0.49U
1 0.491
121
11
1 90
1 70 - 130
1 121
10
188
1 2
1 20
Pace Gulf Coast Report#: 223032225 03/31/2023 15:31 Page 10 of 12

CHAIN -OF -CUSTODY Analytical Request Document
FaceAnalytical'
Chain -of -Custody is a LEGAL DOCUMENT -Complete all relevent fields
LAB USE ONLY -Affix Wot
Client ID: 5665 - WSP- NC
ALL SHAE SDG: 223032225
Container PreservativeT, PM: RWe
" Preservative Types: (1) nitric acid, (2) sulfuric acid, (3) hydrochloric and, 14) sodium hydroxide, t5J 2111C dLek,ne,
(6) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (B) ammonium sulfate,
(C) ammonium hydroxide, (D) TSP, (U) Unpreserved, (0) Other
Company:
Billing Information:
Address: J y 2�
C{� t✓}/� tl/
Report To:ga_
Email Toatd�{{�
J�Y� Ui.
Copy To:
Site Collection I " o/Address:
Analyses
Lab Profile/Line:
Custom Project Name/Number:
li\l 1I�'1 'L
t�i -1 1
`Sta'te: 1
3L/ i�Yl
i�-Y
(fou'nty/City: I Time Zone Collected:
fSVIr�[ ]PT[ ]MT( ]CT [r[jET
7-
1
11
�
t \
Lab Sample Receipt checklist:
Custody Seals Present/Intact Y N NA
Custody Signatures Present Y N NA
Collector Signature Present Y N NA
Bottles Intact Y N NA
Correct Bottles Y N NA
Sufficient Volume Y N NA
Samples Received on Ice Y N NA
VOA - Headspace Acceptable Y N NA
USDA Regulated Soils Y N NA
Samples in Holding Time Y N NA
Residual chlorine Present Y N NA
Cl Strips:
Sample pH Acceptable Y N NA
pH Strips:
Sulfide Present Y N NA
Lead Acetate Strips:
LAB USE ONLY:
Lab Sample # / Comments:
Phone:
Email:
Site/Facility ID #:
Compliance Monitoring?
[ ] Yes [ ]No
C II cted By (print
M.
Purchase Order M
Quote M
DW PWS ID #:
DW Location Code:
Collected B tur
Turnaround Date Required:
Immediately Packed on Ice:
[ ]Yes [ )No
Sample Disp I:
[ J Dispose as appropriate [ j Return
[ J Archive:
[ )Hold:
Rush:
[ )Same Day [ ] Next Day
[ ] 2 Day [ ] 3 Day ( ] 4 Day [ ] 5 Day
(Expedite Charges Apply)
Field Filtered (if applicable):
[ ] Yes [ ] No
Analysis:
* Matrix Codes (Insert in Matrix box below): Drinking Water (DW), Ground Water (GW), Wastewater (WW),
Product (P), Soil/Solid (SL), Oil (OL), Wipe (WP), Air (AR), Tissue (TS), Bioassay (B), Vapor (V), Other (OT)
Customer Sample ID
Matrix *
Comp /
Grab
Collected (or
Composite Start)
Composite End
Res
CI
# of
Ctns
Date
Time
Date
Time
) 2 30
�!
1
Old t1w 2
-)w
I
I
b?�
3
►''
3 20 7
1009
$46e�b- C)
I% it
All,L3
` 11
1
X
hw
1'
AIL
I
x
h1W `b
t(
3IL�lr3
ill. - is
Aa
- 25
Customer Remarks / Special Conditions / Possible Hazards:
n
d
/v11I,11r2, PqA
"`
Type of Ice Used: Wet Blue Dry None
SHORT HOLDS PRESENT (<72 hours): Y N N/A
Lab Sample Temperature Info:
Temp Blank Received: Y N NA
ThermID#:
Cooler 1 Temp Upon Receipt: oc
Cooler 1 Therm Corr. Factor: oC
Cooler 1 Corrected Temp: oc
Comments:
oP r rfs3
Packing Material Used:
/�
�� 'Z ��
Lab Tracking #: ^ � 0 ^ � � �
LJl6J
Radchem sample(s) screened (<500 cpm): Y N NA
Samples received via:
FEDEX UPS Client Courier Pace Courier
Relinquishe y/Compan ature)
Date/R'73
' ISy4
Received by/Company: (Signature)
Date/Time:
MTJL LAB USE ONLY
Table #:
Template
Template:
Prel gin:
Relinquish d
q y/ a y. (Signature)
Da a/Time: / I
����� l (`
Received by/Company: (Signature)
1 U-P-
D�a/te�/�Ti%me:
if /Lf 1✓
Trip Blank Received: Y N NA
HCL McOH TSP Other
Relinquished by/Company:(Signature)
Date/Time:
Received by/Company:(Signature)
Date/Time:
PM:
pB:
Non Conformance(s):
YES / NO
Page:
of:
Pace Gulf Coast Report#: 223032225 03/31/2023 15:31 Page 11 of 12

(,�'7aceAnalyfical'SAMPLE RECEIVING CHECKLIST IIIIIIIIIIIII III
SAMPLE DELIVERY GROUP
223032225
CHECKLIST
YES
NO
Client PM RWe
Transport Method
Samples received with proper thermal preservation?
*❑
❑
5665 - MFL NC
FEDDC
Radioactivity is <1600 cpm? If no, record cpm value in notes section.
COC relinquished and complete (including samplelDs, collect times, and sampler)?
❑
*❑
❑
❑
Profile Number
Received By
308726
N/bOune, Dodie K
All containers received in good condition and within hold time?
All sample labels and containers received match the chain of custody?
*❑
0
❑
❑
Line Item(s)
Receive Date(s)
1 - Ferrous Iron
03/22/23
2- hydrogen
Preservative added to any containers?
❑
*❑
If received, was headspace for VOC water containers < 6mm?
*❑
❑
Samples collected in containers provided by Pace Gulf Coast?
0
❑
COOLERS
DISCREPANCIES
LAB PRESERVATIONS
Airbill Thermometer ID E38
Temp °C
None
None
396049254505
0.1
NOTES
Revision 1.6
Page 1 of 1
Pace Gulf Coast Report#: 223032225
03/31 /2023 15:31
Page 12 of 12

aceAna lytical
LELAP Certificate Number: 01955
A2LA Accredited (DoD ELAP-QSM 5.4) Certificate Number: 6429.01
ANALYTICAL RESULTS
•:I
Pace Analytical Gulf Coast
7979 Innovation Park Dr.
Baton Rouge, LA 70820
[phone]
Report Date 03/22/2023
Report Y 223032140
�1��i �1��i �1��i �1��i �1��i �1��i �1��i �1��i �1��i III
Project Henderson Co GL2014715722
Deliver To
Benjamin Draper
WSP
5B Oak Branch Dr
Greensboro, NC 27407
Samples Collected 3/20/23
Additional Recipients
NONE
CCCR
CERT # 6429.01
Pace Gulf Coast Report#: 223032140 03/22/2023 16:31 Page 1 of 10

Report#: 223032140
aceAnarytical
Project ID: Henderson Cc GL2014715722 Report Date: 03/22/2023
Laboratory Endorsement
Sample analysis was performed in accordance with approved methodologies provided by the Environmental Protection Agency or other recognized
agencies. The samples and their corresponding extracts will be maintained for a period of 30 days unless otherwise arranged. Following this
retention period the samples will be disposed in accordance with Pace Gulf Coast's Standard Operating Procedures.
Common Abbreviations that may be Utilized in this Report
ND Indicates the result was Not Detected at the specified reporting limit
NO Indicates the sample did not ignite when preliminary test performed for EPA Method 1030
DO Indicates the result was Diluted Out
MI Indicates the result was subject to Matrix Interference
TNTC Indicates the result was Too Numerous To Count
SUBC Indicates the analysis was Sub -Contracted
FLD Indicates the analysis was performed in the Field
DL Detection Limit
LOD Limit of Detection
LOQ Limit of Quantitation
RE Re -analysis
CF HPLC or GC Confirmation
00:01 Reported as a time equivalent to 12:00 AM
Reporting Flags that may be Utilized in this Report
J or I Indicates the result is between the MDL and LOQ
J DOD flag on analyte in the parent sample for MS/MSD outside acceptance criteria
U Indicates the compound was analyzed for but not detected
B or V Indicates the analyte was detected in the associated Method Blank
Q Indicates a non -compliant QC Result (See Q Flag Application Report)
" Indicates a non -compliant or not applicable QC recovery or RPD — see narrative
E Organics - The result is estimated because it exceeded the instrument calibration range
E Metals - % diference for the serial dilution is > 10%
L Reporting Limits adjusted to meet risk -based limit.
P RPD between primary and confirmation result is greater than 40
DL Diluted analysis — when appended to Client Sample ID
Sample receipt at Pace Gulf Coast is documented through the attached chain of custody. In accordance with NELAC, this report shall be
reproduced only in full and with the written permission of Pace Gulf Coast. The results contained within this report relate only to the samples
reported. The documented results are presented within this report.
This report pertains only to the samples listed in the Report Sample Summary and should be retained as a permanent record thereof. The results
contained within this report are intended for the use of the client. Any unauthorized use of the information contained in this report is prohibited.
I certify that this data package is in compliance with The NELAC Institute (TNI) Standard 2009 and terms and conditions of the contract and
Statement of Work both technically and for completeness, for other than the conditions in the case narrative. Release of the data contained in this
hardcopy data package and in the computer readable data submitted has been authorized by the Quality Assurance Manager or his/her designee,
as verified by the following signature.
Estimated uncertainty of measurement is available upon request. This report is in compliance with the DOD QSM as specified in the contract if
applicable.
CA P__L
dle_l
Authorized Signature
Pace Gulf Coast Report 223032140
Pace Gulf Coast Report#: 223032140 03/22/2023 16:31 Page 2 of 10

Report#: 223032140
Project ID: Henderson Co GL2014715722 Report Date: 03/22/2023
Certifications
Certification
Certification Number
A2LA Accredited DoD ELAP-QSM 5.4
6429.01
Alabama
01955
Arkansas
88-0655
Colorado
01955
Delaware
01955
Florida
E87854
Georgia
01955
Hawaii
01955
Idaho
01955
Illinois
200048
Indiana
01955
Kansas
E-10354
Kentucky
95
Louisiana
01955
Maryland
01955
Massachusetts
01955
Michigan
01955
Mississippi
01955
Missouri
01955
Montana
N/A
Nebraska
01955
New Mexico
01955
North Carolina
618
North Dakota
R-195
Oklahoma
9403
South Carolina
73006001
South Dakota
01955
Tennessee
01955
Texas
T104704178
Vermont
01955
Virginia
460215
Washington
C929
USDA Soil Permit
P330-16-00234
Pace Gulf Coast Report#: 223032140 03/22/2023 16:31 Page 3 of 10

1 21'Analytical
Report#: 223032140
Project ID: Henderson Co GL2014715722 Report Date: 03/22/2023
Case Narrative
Client: WSP- NC Report: 223032140
Pace Analytical Gulf Coast received and analyzed the sample(s) listed
on the Report Sample Summary page of this report. Receipt of the sample(s) is documented
by the attached chain of custody. This applies only to the sample(s) listed in this report.
No sample integrity or quality control exceptions were identified unless noted below.
No anomalies were found for the analyzed sample(s).
Pace Gulf Coast Report#: 223032140 03/22/2023 16:31 Page 4 of 10

Report#: 223032140
aceAnarytical
Project ID: Henderson Co GL2014715722 Report Date: 03/22/2023
Sample Summary
Lab ID Client ID Matrix Collect Date Receive Date
22303214001
MW-5
Water
3/20/23 10:09
3/21/23 09:51
22303214002
MW-8
Water
3/20/23 12:15
3/21/23 09:51
22303214003
AMW-1S
Water
3/20/2315:54
3/21/23 09:51
Pace Gulf Coast Report#: 223032140 03/22/2023 16:31 Page 5 of 10

aceAnarytical
Report#: 223032140
Project ID: Henderson Cc GL2014715722
Report Date:
03/22/2023
Detect Summary
Results and Detection Limits are adjusted for dilution and moisture when applicable
SM 3500-Fe B-2011
Lab ID
Client ID Parameter Units
Result
Dil.
%Moist
22303214002
22303214003
MW-8 Ferrous Iron mg/L
AMW-1S Ferrous Iron mg/L
36.7
0.272
25
1
NA
NA
Pace Gulf Coast Report#: 223032140 03/22/2023 16:31 Page 6 of 10

aceAnalytica! Report#: 223032140
Project ID: Henderson Co GL2014715722 Report Date: 03/22/2023
Sample Results
Collect Date 03/20/2023 10:09 Lab ID 22303214001
MW-5 Receive Date 03/21/2023 09:51 Matrix Water
SM 3500-Fe B-2011
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/21/2315:07 762225 RYC NA
CAS#
Parameter
Result
DL
LOQ
Units
WET-045
Ferrous Iron
0.014U
0.014
0.050
mg/L
MW-Q Collect Date 03/20/2023 12:15 Lab ID 22303214002
v Receive Date 03/21/2023 09:51 Matrix Water
SM 3500-Fe B-2011
*Results and limits are adjusted for dilution.
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 25 03/21/2315:07 762225 RYC NA
CAS#
Parameter
Result
DL
LOQ
Units
WET-045
Ferrous Iron
36.7
0.358
1.25
mg/L
AMW-1 S Collect Date 03/20/2023 15:54 Lab ID 22303214003
Receive Date 03/21/2023 09:51 Matrix Water
SM 3500-Fe B-2011
Prep Date Prep Batch Prep Method Dilution Run Date Run Batch Analyst %Moisture
NA NA NA 1 03/21/2315:08 762225 RYC NA
CAS#
Parameter
Result
DL
LOQ
Units
WET-045
Ferrous Iron
0.272
0.014
0.050
mg/L
Pace Gulf Coast Report#: 223032140 03/22/2023 16:31 Page 7 of 10

1 21'Analytical
Report#: 223032140
Project ID: Henderson Co GL2014715722 Report Date: 03/22/2023
General Chemistry QC Summary
Analytical Batch Client ID
MB762225
LCS762225
LCSD762225
762225 Lab ID
2464279
2464280
2464281
Sample Type
MB
LCS
LCSD
Prep Date
NA
NA
NA
Analysis Date
03/21/23 15:06
03/21/23 15:05
03/21/23 15:06
Matrix
Water
Water
Water
SM 3500-Fe B-2011
Units
mg/L
Spike
Result
I
%R
I
Control
I
Spike
Result
%R
I
RPD
I
RPD
I
Result
DL
1 Added
Limits%R
1 Added
Limit
Ferrous Iron WET-045
0.014U
0.014
1.00
1.03
103
89.5 - 110.5
1.00
1.08
108
5
20
Pace Gulf Coast Report#: 223032140 03/22/2023 16:31 Page 8 of 10

y CHAIN -OF -CUSTODY Analytical Request Document
FaceAnalyfical
Chain -of -Custody is a LEGAL DOCUMENT- Complete all relevent fields
LAB USE ONLY -Affix Wor
c[ie ; m: 566E - VV-SP- nit
ALL SHAE SDG: 223032140
Container Preservative T, PM: RWe
'* Preservative Types: (1) nitric acid, (2) sultu..,...... t�i �rv�� ������� �� .", t�i— ..... .w �����, t�i �� ��_•�,_,
(6) methanol, (7) sodium bisulfate, (8) sodium thiosulfate, (9) hexane, (A) ascorbic acid, (8) ammonium sulfate,
(C) ammonium hydroxide, (D) TSP, (U) Unpreserved, (0) Other
Company:
W SP
Billing Information:
Address: (D( �� ��
`
Report To: 6
Email To:
-) ' Y"'
Copy To:
Site Collection In/Address:
Analyses
Lab Profile/Line:
Customer Project Name/Number:
�2 GV l 'J 2-1-
State: County/City: Time Zone Collected:
M"- / f [ ] PT [ ] MT [ ] CT [ Ll ET
I`
I,
C
)
Lab Sample Receipt checklist:
Custody Seals Present/Intact Y N NA
Custody signatures Present Y N NA
Collector Signature Present Y N NA
Bottles Intact Y N NA
correct Bottles Y N NA
Sufficient Volume Y N NA
Samples Received on Ice Y N NA
VOA - Headspace Acceptable Y N NA
USDA Regulated Soils Y N NA
Samples in Holding Time Y N NA
Residual Chlorine Present Y N NA
Cl Strips:
Sample pH Acceptable Y N NA
pH Strips:
Sulfide Present Y N NA
Lead Acetate Strips:
LAB USE ONLY:
Lab Sample # / Comments;
Phone:
Email:
Site/Facility ID #:
Compliance Monitoring?
[P Yes [ ]No
Collected By (print):
l •l� '�
Purchase Order #:
Quote #:
DW PWS ID #:
DW Location Code:
Collected By (si t e):
Turnaround Date Required:
Immediately Packed on Ice:
[Yes [ ]No
Sample Dispos
[ ] Dispose as apQ pri [ ] Return
[ ] Archive:
[ ]Hold:
Rush:
[ ] Same Day [ ] Next Day
[ J 2 Day [ ] 3 Day [ ] 4 Day [ ] 5 Day
(Expedite Charges Apply)
Field Filtered (if applicable):
[ )Yes [ ] No
Analysis:,
* Matrix Codes (Insert in Matrix box below): Drinking Water (DW), Ground Water (GW), Wastewater (WW),
Product (P), Soil/Solid (SL), Oil (OL), Wipe (WP), Air (AR), Tissue (TS), Bioassay (B), Vapor (V), Other (OT)
Customer Sample ID
Matrix *
Comp /
Grab
Collected (or
Composite Start)
Composite End
Res
Cl
# of
Ctns
Date
Time
Date
Time
too
[
K
Customer Remarks / Special Conditions / Possible Hazards:
�� n '
�XI
Type of Ice Used: Wet Blue Dry None
SHORT HOLDS PRESENT (<72 hours): Y N N/A
Lab Sample Temperature Info:
Temp Blank Received: Y N NA
Therm ID#:
Cooler 1 Temp Upon Receipt: oC
Cooler 1 Therm Corr. Factor: oC
Cooler 1 Corrected Temp: oC
Comments:
Packing Material Used:
t ,, r
W� r L J
Lab Tracking #: � � O ^ � � �
LV.
Radchem sample(s) screened (<500 cpm): Y N NA
Samples received via:
FEDEX UPS Client Courier Pace Courier
Relinquishe by/Co
na ure)`
r) SF1
Date/Time:
?_1ZJ25 1650
Vr�J
Received by/Company: (Signature)
Date/Time:
MTJL LAB USE ONLY
Table M
Acctnum:
Template:
Prelogin:
g;
PB:
Relin shedll
q op:ignature)
d1pd�7
Date/Time:� I
Received by/Company: (Signature)
` IIU'�
Date/Time: vl , 5 I
-23
Trip Blank Received: Y N NA
HCL McOH TSP Other
Relinquished by/Company: (Signature)
Date/Time:
Received by/Company: (Signature)
Date/Time:
rnnformance(s):
S / NO
Page:
of:
Pace Gulf Coast Report#: 223032140 03/22/2023 16:31 Page 9 of 10

(,�'7aceAnalyfical'SAMPLE RECEIVING CHECKLIST IIIIIIIIYIIII
SAMPLE DELIVERY GROUP
223032140
CHECKLIST
YES
NO
Client PM RWe
Transport Method
Samples received with proper thermal preservation?
*❑
❑
5665 - MFL NC
F®DC
Radioactivity is <1600 cpm? If no, record cpm value in notes section.
COC relinquished and complete (including samplelDs, collect times, and sampler)?
*❑
*❑
❑
❑
Profile Number
Received By
308726
N/bCune, Dodie K
All containers received in good condition and within hold time?
All sample labels and containers received match the chain of custody?
*❑
0
❑
❑
Line Item(s)
Receive Date(s)
1 - Ferrous Iron
03/21/23
Preservative added to any containers?
❑
I❑
If received, was headspace for VOC water containers < 6mm?
*❑
❑
Samples collected in containers provided by Pace Gulf Coast?
0
❑
COOLERS
DISCREPANCIES
LAB PRESERVATIONS
Airbill
Thermometer ID E43
Temp °C
None
None
638510343451
2.1
NOTES
Date of collection and relinquish dat recorded as 2/20/23 and should be 3/20/23
Revision 1.6
Page 1 of 1
Pace Gulf Coast Report#: 223032140 03/22/2023 16:31 Page 10 of 10

WSP xx % I
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 1 of 3
Project Name: Henderson County Landfill
Project Reference Number: GL2014715721.001
Sampling Event Date: March 20-22, 2023
Review Date: May 1, 2023 Initials: NTT
Report #: 223032356,223032225,223032140 QA/QC: BSD
11
Person(s) performing the review are to initial each item on this form as acknowledgement of data
acceptance, or as acknowledgement of a review issue. In the case of the latter, a brief explanation
should follow the applicable item.
WSP USA Inc. has reviewed the laboratory certificates of analysis, chain -of -custody form, and laboratory
provided sample group quality assurance and quality control data for the above referenced sample group
to identify potential bias or inaccuracy, in general accordance with the following United States Environ-
mental Protection Agency documents:
• Region III Modifications to Functional Guidelines for Organic Data Review Multi -Media, Multi -
Concentration, September 1994;
• Region III Modifications to the Laboratory Data Validation Functional Guidelines for Evaluating
Inorganic Analyses, April 1993; and
• Laboratory Data Validation Functional Guidelines for Evaluating Inorganic Analyses, July 1998
COMPLIANCE ANALYTE LIST(S) (check all that apply)
_ NC Closed Facility List (.500 Rules)
_ NC C & D List (New Rules)
_ NC Appendix I
NC Appendix I + Detects
_ NC Appendix II
NC Subtitle D Leachate List
Other: Hydrogen & Ferrous Iron
1.0 CHAIN OF CUSTODY (COC) REVIEW
NTT COC was properly signed by all parties.
NTT Correct project name and number are on the form.
NTT Sample receipt condition at laboratory was acceptable.
NTT Each sample and blank submitted for analysis appears in the report.

WSP
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 2 of 3
2.0 SAMPLE HOLDING TIMES
NTT Holding times for extraction and/or analysis were met for each analytical method (see below for
reference).
Review Criteria
Method
Anal tes
Holding Time
SW-846 Method 8260 and 8011
VOCs
14 days
SW-846 Methods 8270, 8080, 8081,
8082, and 8151
SVOCs, PCBs, pesticides
and herbicides
7 days for extraction, 40 days
from extraction for analysis
SW-846 Methods 6000 and 7000
Series
Metals except mercury
6 months (no temperature
requirements
SW-846 Method 7470
Mercury
28 days
SW-846 Method 376.1
Sulfide
7 days
SW-846 Method 9010
Cyanide
14 days
EPA Method 300
Nitrate/Sulfate
48 hours/28 days
EPA Method 405.1
BOD
48 hours
EPA Method 410.4
COD
28 days
EPA Method 365.4
Phosphorous
28 days
3.0 LABORATORY QUALITY CONTROL REVIEW
NTT Laboratory analyzed at least one internal blank for each method, where applicable.
NTT Laboratory blank is interference -free.
NTT Surrogate recoveries are provided for each analytical method, where applicable.
NTT Surrogate recoveries for each method are within the acceptable limits (i.e., at least 50% of the
surrogates were within range).
NTT MS/MSD/LCS data results are provided for each analytical method.
NTT MS/MSD/LCS recoveries for each method are within the acceptable limits (i.e., at least 1 of the 3
were within range).
4.0 ANALYTE LISTS/METHODS
NTT The proper number of constituents are present for each analyte list as identified above (including
detects where applicable).
NTT Proper EPA SW-846 analytical methods were used for analysis.
5.0 DATA REPORTING
NTT All analytical reporting associated with the event was performed by the contracted lab.
NTT Trip, field, and/or equipment, and laboratory blank results have all been reported. All detects for
blanks are listed below by constituent. All laboratory method blanks, if any, have been 'flagged'
with a 'B' where detected in other samples as appropriate and a laboratory narrative was
provided. If the sample was flagged by the laboratory and is not within 5X of the concentration in
the blank (or 10X for commonly detected laboratory contaminants -acetone, methylene chloride
and phthalates), list below with explanation if flags should be removed. If flags need to be added
for samples, also list below.

WSP
QUALITY ASSURANCE & QUALITY CONTROL
LABORATORY DATA REVIEW
Page 3 of 3
NTT It is clear from the laboratory report that samples have or have not been diluted during analysis,
and if the samples have been diluted, the result is reported as a multiple of the dilution (e.g., a
sample diluted 10x resulting in an analytical detection of 1.0 should be reported as 10). Those
that have been diluted are listed below with the dilution factor.
NTT The report provides the reporting limit for each constituent.
NTT The results were reported at or below their proper reporting limits (i.e., MDLs with SWSLs
reported). Those that are not reported correctly are listed below (by constituent) with the proper
reporting limit listed beside them. State if the reporting limit error is due to dilutions.
n/a No organic constituents were reported above their respective SWSLs, and no inorganic or
organic constituents were reported above their respective NC 2L Drinking Water
Standards/GWPS in wells, or field/equipment/trip blanks, or above applicable surface water
standards in surface water points.
n/a No inorganic and organic constituents were detected in a well or surface water point at quantified
concentrations outside of their historical range (more than 5X previous concentrations or first-time
detections).
n/a Other report issues/Communications with laboratory/etc.:

APPENDIX
C EPA NATURAL ATTENUATION
SCREENING PROTOCOL FORMS
AND BIOCH LOR MONITORED
NATURAL ATTENUATION
ANALYSIS FOR MARCH 2O23
SAMPLING EVENT

Natural enua Ion
Interpretation
Score
Screening
Inadequate evidencefcranaerobobiodegradation* ofchIainatedorgan
Oto5
Limited e+idenmfor anaerobic biodegradation`ofchi orirated organics
6to14
Protocol
Score: 15
Thp'ipWrg istaim�nor' Np U�PAor"c1 IU5FPA, 19981
The re.ks d Nis xc�r'g prates h- " requiaory
Adequate evidencefor anaerobic biodegradation` of chlorinated organics
15 to 20
g evi gra organics
strap evidence for anaerohic biode dation' of chlorinated or
>20
sig�ircarce.
Scroll to End of Table
Concentration in Points
Analysis Most Contam. Zone Interpretation Yes No Awarded
Oxygen*
<0.5 i
Tolerated, suppresses the reductive pathway at higher
O
3
concentrations
> 5mg1L
Not tolerated; however, VC may be oxidized aerobically
O
O
0
Nitrate"
<1 mg1L
At higher concentrations may compete with reductive
O
©
0
pathway
Iran II'
>1 i
Reductive pathway passible, VC may be oxidized under
O
O
0
Fe(I I I) -reducing conditions
Sulfate'
<20 i
At higher concentrations may compete with reductive
O
2
pathway
Sulfide`
>1 mg1L
Reductive pathway possible
O
O
0
Methane'
>0.5 mi
Ultimate reductive daughter product, VC Accumulates
O
0
0
Oxidation
<50 millivolts (mi
Reductive pathway possible
O
0
Reduction
Potential' (ORP)
<-100mV
Reductive pathway likely
O
0
0
pH'
5 < pH < 9
Optimal range for reductive pathway
0
O
0
TOC
>20 mi
Carbon and energy source; drives dechlorination; can be
O
D
0
natural or anthro epic
Temperature*
>2G°C
At T >20°C biochemical process is accelerated
O
0
0
Carbon Dioxide
>2x background
Ultimate oxidative daughter product
Q
O
1
Alkalinity
>2x background
Results from interaction of carbon dioxide with aquifer
O
O
1
minerals
Chloride'
>2x background
Daughter product of organic chlorineO
O
2
Hydrogen
>1 nM
Reductive pathway possible, VC may accumulate
O
O
0
Volatile Fatty Acids
>0.1 i
Intermediates resulting from biodegradation of aromatic
p
O
2
compounds, carbon and energy source
BTEX"
>0.1 mi
Carbon and energy source; drives dechlorination
O
0
0
i
Matenai released
O
OQ
0
TCE'
Daughter product of PCE
O
G
0
DCE'
Daughter product of TCE.
If cis is greater than 80 of total DCE it is likely a daughter
2
Product of TCE'r;1,1-DCE can be a them. reaction product of TCA
VC*
Daughter product of Di
O
2
1,1,1-
Material released
O
0
Trichlorcethani
DCA
Daughter product of TCA under reducing conditions
O
O
0
Carbon
Material released
O
0
0
Tetrachloride
Chloroethane'
Daughter product of DCA or VC under reducing conditions
O
OO
0
FthenelFthane
>0.01 mg/L
Daughter product of VC/ethene
O
©
0
>0.1 i
Daughter product of VC/ethene
O
0
Chloroform
Daughter product of Carbon Tetrachloride
O
0
Dichloromethane
Daughter product of Chloroform
O
O
0
* required analysis.
a/ Points awarded only if it can be shown that the compound is a daughter product
(i.e., not a constituent ofthe source NAPL).
DATE:7/12/2023 I Title:
Proi GL2014715721.001
Prepared By: NTT
Reviewed By: TJM
SCORE Reset
li MNA SCREENING
March 2023
Henderson County Closed
MSW Landfill, Permit No. 45-01
Appendix)
C-1

Natural enua Ion
Interpretation
Score
Screening
inadequate evidence fur anaerobic hlodegradatiun` of chlo nated organics
0 to 5
Limited evidence for anaerobic biodegradation' of chlorinated organics
6 to 14
Protocol
Score: 21
The rd1—g i.taa�hom meu Apia dtus�aa, leas)
The rewl[s 6Nie scai io pioress hoe n' "J.131nry
Adequate evidencefor anaerobic biodegradation` of chlorinated organics
15to20
Strong evidence for anaerobic biodegradation' of chiednated organics
>20
ay�,cacs.
Scroll to End of Table
'retluclive dechlane[im
Concentration in Points
Analysis
Most Contam. Zone Interpretation Yes No Awarded
Oxygen*
<0.5 mi
Tolerated, suppresses the reductive pathway at higher
O
Ui
0
concentrations
> 5mg/L
Not tolerated; however, VC may be oxidized aerobically
U
O
D
Nitrete*
<1 ni
At higher concentrations may compete with reductive
OO
O
2
pathway
Iron II*
>1 mg/L
Reductive pathway possible; VC may be oxidized under
O
0
3
Fe III) -reducing conditions
Sulfate"
<20 mglL
At higher concentrations may compete with reductive
O
2
pathway
Sulfide*
>1 ri
Reductive pathway possible
U
0
0
Methane
>0.5 ri
Ultimate reductive daughter product, VC Accumulates
p
0
3
Oxidation
<50 millivolts (mV)
Reductive pathway possible
p
O
1
Reduction
<-1DDmV
Reductive pathway likely
0
0
D
Potential* (ORP)
1
5 < i < 9
Optimal range for reductive pathway
©
O
0
TOC
>20 mglL
Carbon and energy source; drives dechlorination, can be
O
O
2
natural or anthropogenic
Temperature*
>20°C
At T >20°C biochemical process is accelerated
O
OO
0
Carbon Dioxide
>2x background
Ultimate oxidative daughter product
O
O
1
Alkalinity
>2x background
Results from interaction of carbon diexide with aquifer
O
O
1
minerals
Chloride'
>2x background
Daughter product of organic chlorine
O
2
Hydrogen
>1 nM
Reductive pathway possible, VC may accumulate
U
0
Volatile Fatty Acids
>0.1 mi
Intermediates resulting from biodegradation of aromatic
p
U
2
cam orris; carbon and energy source
BTEX`
>0.1 mi
Carbon and energy source; drives dechlorination
O
©
0
PCE*
Material released
O
©
0
TCE*
Daughter product of PCE
U
0
i
Daughter product of TCE
If cis is greater than BD % of total DCE it is likely a daughter
Ui
U
2
product of TCi 1,1-DCE can be a chem. reaction product of TCA
VC*
Daughter product of DCi
O
O
D
1,1,1-
Material released
O
0
Trichloroethane*
DCA
Daughter product of TCA under reducing conditions
O
0
Carbon
Material released
U
O
D
Tetrachloride
Chloroethane"
Daughter product of DCA or VC under reducing conditions
O
0
EthenelEthane
>0.01 mglL
Daughter product of VClethene
O
0
>0.1 mi
Daughter product of VClethene
U
0
D
Chloroform
Daughter product of Carbon Tetrachloride
O
©
0
Dichloromethane
Daughter product of Chloroform
O
©
0
• required analysis.
al Points awarded only ifit can be shown that the compound is adaughter product
(i.e., not aconstituent of the source NAPL).
SCORE Reset
DATE: 023
Title:
MW-6 MNA SCREENING
March 2023
Henderson County Closed MSW Landfill,
Permit No. 45-01
Appendix
C-2
Project #: GL2014L2014715721.001
Prepared By: NTT
Reviewed By: TJM

Natural enua Ion
Interpretation
Score
Screening
inadequate evidence fur anaerobic hlodegradatiun` of chlo nated organics
0 to 5
Limited evidence for anaerobic biodegradation' of chlorinated organics
6 to 14
Protocol
Score: 21
The rd1—g i.taa�hom meu Apia dtus�aa, leas)
The rewl[s 6Nie scai io pioress hoe n' "J.131nry
Adequate evidencefor anaerobic biodegradation` of chlorinated organics
15to20
Strong evidence for anaerobic biodegradation' of chiednated organics
>20
ay�,cacs.
Scroll to End of Table
'retluclive dechlane[im
Concentration in Points
Analysis
Most Contam. Zone Interpretation Yes No Awarded
Oxygen*
<0.5 mi
Tolerated, suppresses the reductive pathway at higher
O
Ui
0
concentrations
> 5mg/L
Not tolerated; however, VC may be oxidized aerobically
U
O
0
Nitrete*
<1 ni
At higher concentrations may compete with reductive
OO
O
2
pathway
Iron II*
>1 mg/L
Reductive pathway possible; VC may be oxidized under
O
0
3
Fe III) -reducing conditions
Sulfate"
<20 mg/L
At higher concentrations may compete with reductive
O
2
pathway
Sulfide*
>1 ri
Reductive pathway possible
U
0
0
Methane
>0.5 ri
Ultimate reductive daughter product, VC Accumulates
p
0
3
Oxidation
<50 millivolts (mV)
Reductive pathway possible
p
O
1
Reduction
<-1DDmV
Reductive pathway likely
0
0
0
Potential* (ORP)
1
5 < i < 9
Optimal range for reductive pathway
©
O
0
TOC
>20 mglL
Carbon and energy source; drives dechlorination, can be
O
O
2
natural or anthropogenic
Temperature*
>20°C
At T >20°C biochemical process is accelerated
O
OO
0
Carbon Dioxide
>2x background
Ultimate oxidative daughter product
O
O
1
Alkalinity
>2x background
Results from interaction of carbon diexide with aquifer
O
O
1
minerals
Chloride'
>2x background
Daughter product of organic chlorine
O
2
Hydrogen
>1 nM
Reductive pathway possible, VC may accumulate
U
0
Volatile Fatty Acids
>0.1 mi
Intermediates resulting from biodegradation of aromatic
p
U
2
cam orris; carbon and energy source
BTEX`
>0.1 mi
Carbon and energy source; drives dechlorination
O
©
0
PCE*
Material released
O
©
0
TCE*
Daughter product of PCE
U
0
DCE'
Daughter product of TCE
If cis is greater than BD % of total DCE it is likely a daughter
Ui
U
2
product of TCi 1,1-DCE can be a chem. reaction product of TCA
VC*
Daughter product of DCi
O
O
0
1,1,1-
Material released
O
0
Trichloroethane*
DCA
Daughter product of TCA under reducing conditions
O
0
Carbon
Material released
U
O
0
Tetrachloride
Chloroethane"
Daughter product of DCA or VC under reducing conditions
O
0
EthenelEthane
>0.01 mg/L-
Daughter product of VC/ethene
O
0
>0.1 mi
Daughter product of VGethene
U
0
0
Chloroform
Daughter product of Carbon Tetrachloride
O
©
0
Dichloromethane
Daughter product of Chloroform
O
©
0
' required analysis.
al Points awarded only ifit can be shown that the compound is adaughter product
(i.e., not aconstituent of the source NAPL).
SCORE R�9E't
DATE:7/12/2023
Title:
MW-8 MNA SCREENING
March 2023
Henderson County Closed MSW Landfill,
Permit No. 45-01
Appendix
C-3
Project#: GL2014715721.001
Prepared By: NTT
Reviewed By: TJM

Natural nua Ion
Interpretation
Score
Screening
Inadequate evidence for anaerobic biodegradation' of chlorinated organics
0to5
Protocol
mitetl evitlence Tor anaerobic hiatlegradaiian' of eHonnated organics
6 to 14
Score: 16
Adequate evidence for anaerobic biodegradation' or chlorinated organics
15 to 20
me Idiurin9 Is �dan trap me UTPA or�cd (UMMPA, Mgt
theresins0T scam®o�ocsssnaena pewaoN
sMihcmce.
Scroll to End of Table
Strong evidence for anaerobic biodegradation` ofchlorinated organics
>20
a.�aim
Concentration in •�a A-mchiPaints
Analysis Most Contam Zone Interpretation Yes No Awarded
Oxygen'
<0 5 mg/L
Tolerated, suppresses the reductive pathway at higher
O
0
0
concentrations
> 5mg/L
Not tolerated, however, VC may be addlzed aerobically
O
O
0
Nitrate"'
<1 mg/L
At higher concentrations may compete with reductive
O
2
athsra
Iron II"
>1 mg/L
Reductive pathway possible, VC may be oxidized under
O
0
0
Fe(Ill)-reducing conditions
Sulfate*
<20 mglL
At higher concentrations may compete with reductive
O
2
pathway
SulFideY
>1 mg/L
Reductive pathway possible
O
O
0
Methane*
>0.5 mg/L
Ultimate reductive daughter product, VC Accumulates
O
0
Oxidation
<50 millivolts (mV)
Reductive pathway possible
O
0
1
Reduction
Poterdial' (ORPj
<-100mV
Reductive pathway likely
O
©
0
1
5 < pH < 9
Optimal range for reductive pathway
Q
O
0
TOG
>20 mg/L
Carbon and energy source, drives dechlorinatien; can be
O
0
0
natural or anthro enic
Temperature`
>2U'C
At T >20'C biochemical process is accelerated
O
0
Carbon Dioxide
>2x background
Ultimate oxidative daughter product
O*
O
1
Alkalinity
>2x background
Results from interaction of carbon dioxide with aquifer
OO
O
1
minerals
Cl
>2x background
Daughter product of organic chlorine
p
O
2
Hydrogen
>1 nM
Reductive pathway possible, VC may accumulate
p
O
3
Volatile Fatty Acids
>0.1 mg/L
Intermediates resulting from biodegradation of aromatic
p
O
2
coon und% carbon and energy source
BTl
>0.1 mg/L
Carbon and energy source; drives dechlorinatien
O
0
PCE'
Material released
O
0
0
TCE*
Daughter product of PCE
O
0
DCE'
Daughter product of TCE.
If cis is greater than 8C% of total DCE it is likely a daughter
O
Oi
0
product of TCE°`; 1,1-DCE can be a Chem, reaction product of TCA
VC'
Daughter product of DCE"
O
0
1,1,1-
Material released
O
0
Trichloroethane"
DCA
Daughter product of TCA under reducing conditions
0
O
2
Carbon
Material released
O
0
Tetrachloride
Chloroethari
Daughter product of DCA or VC under reducing conditions
O
0
0
EthenelEthane
>0.01 mg/L
Daughter product of VGIethene
O
0
0
>0.1 mg/L
Daughter product of VC/ethene
O
0
Chloroform
Daughter product of Carbon Tetrachloride
O
0
0
Dichloromethane
Daughter product of Chloroform
O
O
0
* required analysis.
a/ Points awarded only if it can be shown that the compound is a daughter product
(i.c., not a constituent efthe source NAPL).
End of F
SCORE Reset
DATE: 7/1212023 Title:
Project#: GL2014715721.001 OLD MW-2 MNA SCREENING
March 2023
Prepared By: NTT Henderson County Closed MSW Landfill,
Permit No. 45-01
Reviewed By: TJM
Appendix)
C-4

BIOCHLOR Natural Attenuation Decision Support System
Version 2.2
TYPE OF CHLORINATED SOLVENT:
1. ADVECTION
Seepage Velocity* Vs
or
Hydraulic Conductivity K
Hydraulic Gradient i
Effective PorosV _______________ n _
2. DISPERSION
Alpha x* 47.5 (ft)
(Alpha y) I (Alpha x)* 0.1 (-)
(Alpha z) / (Alpha x)* 5.E-02 (-)
3. ADSORPTION
Retardation Factor'
or
Soil Bulk Density, rho
FractionOrganicCarbon, foc
Partition Coefficient
PCE
TCE
DCE
VC
ETH
Common R
4. BIOTRANSFORMATION
Zone 1
PCE
TCF
TCE
DCE
DCE
VC
VC
ETH
Zone 2
PCE
TCE
TCE -4
DCE
DCE
VC
VC
ETH
Henderson County Data Input Instructions:
Landfill 115 1. Enter value directly.... or
Excel 2000 Run Name T or 2. Calculate by filling in gray
Ethenes b. GENERAL 0.02 cells. Press Enter, then
_ Ethanes 0_ _ Simulation Time* 63 (yr) ~ L -' (To restore formulas, hit "Restore Formulas" button )
Modeled Area Width* 370 (ft) W Variable* Data used direct) in model.
62.8 (ft/yr) Modeled Area Length* 550 (ft) 1 Test if
Zone 1 Length* 550 (ft) Biotransformation Natural Attenuation
1.3E-04 (cm -Use c) Zone 2 Length* 0 (ft) Zone 2= is Occurr ng L Screening Protocol
0.0723 (fttft) L - Zone 1
0.15 �6. SOURCE DATA TYPE: Continuous Vertical Plane Source: Determine Source Well
Calc.
Source Options Single Planar Location and Input Solvent Concentrations
Alpha x Source Thickness in Sat. Zone* = (ft)
Y1
Width* (ft) 370
R ks"
Conc. (mg/L)* C1 (1lyr)
1.7 (kglL) PCE .17 0
1.0E-4 (-) TCE .027 0
Koc y DCE .031 0
426 (Llkg) 1.48 (-) VC .005 0
130 (L/kg) 1.15 (-) ETH 0 0
125 (Llkg) 1.14 (-)
30(L/kg) 1.03 (-) 7. FIELD DATA FOR COMPARISON
302 (L/kg) 1.34 (-) PCE Conc. (mglL) .0 .0 .0 .0
sed in mode_Q* = 1.15 TCE Conc. (mglL) .0 .0 .0 .0
-1st Order Decay Coefficient* DCE Conc. (mg1L) .002 .001 .0 A
1/ r half-life rs Yield IVC Conc. (mglL) .001 .0 .0 A
N
FWO.45
0.79 ETH Conc. (mglL) 0.0 0.0 0.0 0.0
F0.74 Distance from Source (ft) 0 100 1000 1600
0.64 Date Data Collected 2023
F 8. CHOOSE TYPE OF OUTPUT TO SEE:
1/ r half-life rs
12.000 F 1.20
20.00o F 0.90 HELP 7R�NCENTERLINE RUN A:RREAY:7
1.o00 F 1.50
6.000 F 2.60
DATE: 7/12/2023
Prro ect# GL20147115 21.001
Prepared By: NTT
Reviewed By: TJM
View of Plume Looking Down
Observed Centerline Conc. at Monitoring Wells
Help[Restore] [RESET]
SEE OUTPUT Paste
Title:
BIOCHLOR DATA ENTRY SHEET FOR WELLS MW-7, Appendix
MW-6, MW-8, AND OLD MW-2 (63 YEAR SIMULATION)
MARCH 2O23 C-5
Henderson County Closed MSW Landfill

BIOCHLOR Natural Attenuation Decision Support System
Version 2.2
TYPE OF CHLORINATED SOLVENT:
1. ADVECTION
Seepage Velocity*
or
Hydraulic Conductivity
Hydraulic Gradient
Effective Porosity
2. DISPERSION
Alpha x*
(Alpha y) / (Alpha x)*
(Alpha z) I (Alpha x)*
3. ADSORPTION
Retardation Factor*
Vs
I
Ethenes
0
Ethanes
O
62.8
(ftlyr)
1.3E-04
(cm/sec)
0.0723
(fUft)
0-15
( ).._......W
47.5
(ft)
Calc.
Alpha x
U.
(-)
5. E-02
(-)
R
or
Soil Bulk Density, rho
1.7
(kglL)
FractionOrganicCarbon, foc
1.0E-4
(-)
Partition Coefficient
Koo
y
PCE
426
(Llkg)
1.48
(-)
TCE
130
(L/kg)
1.15
(-)
DCE
125
(L/kg)
1.14
(-)
Excel 2000
5. GENERAL
Simulation Time*
Modeled Area Width*
Modeled Area Length*
Zone 1 Length*
Zone 2 Length*
S. SOURCE DATA
Source Options
Henderson County jData Input Instructions:
Landfill
Run Name
100
(yr)
L �
370
(ft)
W
550
(ft)
1
550
(ft)
0
(ft)
Zone 2=
L -Zone 1
TYPE: Continuous
Single Planar
Source Thickness in Sat. Zone* 55 (ft)
115 1. Enter value directly.. ..or
T or 2. Calculate by filling in gray
0.02 cells. Press Enter, then J
(To restore formulas, hit "Restore Formulas" button )
Variable* Data used directly in model.
Test if
Biotransformation Natural Attenuation
is Occurrinq "-> Screening Protocol _j
Vertical Plane Source: Determine Source Well
Location and Input Solvent Concentrations
Y 1
Width* (ft)
370
ks*
Cone. (mg/L)*
C1
(1/yr)
PCE
.17
0
TCE
.027
0 View of Plume Looking Down
DCE
.031
0
VC
.005
0 Observed Centerline Cone. at Monitoring Wells
ETH
0
0
VC 30 (L/kg) 1.03 (-} 7. FIELD DATA FOR COMPARISON
ETH 302 (L/kg) 1.34 (-} PCE Conc. (mg/L) .0 .0
Common R (used in model)* = 1.16 TCE Cone. (mglL) .0 .0
4. BIOTRANSFORMATION -1st Order Decay Coefficient* DCE Conc. (mg/L) .002 .001
Zone 1 11 r half-life rs Yield (VC Conc. (mg/L) .001 .0
PCE TCE 12.000 F 1.20 0.79 ETH Conc. (mg/L) 0.0 0.0
TCE DCE 20.000 F 0.00 0.74 Distance from Source (ft) 0 100
DCE VC 1.000 F 1,50 0.64 'Date Data Collected 2023
VC ETH 6.000 F 2,60 0.45 8. CHOOSE TYPE OF OUTPUT TO SEE:
Zone 2 <::::� 1/ r half-life ( s)
PCE -). TCE 12.0010 +- 1.20
TCE -� DCE 20.F 0.90 HELP RUN CENTERLINE
DCE -i VC 1.0F 1,50
VC -3 ETH 6.0F 2.60
HelpLR�] RESET
RUN ARRAY
SEE OUTPUT Paste

Dift nee Mmn Source
1 mo p r
Su PCE
m 9.. TCE
� ❑4aa 5S0
9 Su DCE
$0.010
sw Vc
V owl
a 200 Sw Sol] go low Inn 1400 11500 ,a00
Distance From Source (ft.)
tins:
Pnlpma AnimaH° UnPrdetl T.A. To Agar I
Log 4� Linenr Sheet out
DISSOLVED CHLORINATED SOLVENTCONCENTRATIONS ALONG PLUME CENTERLINE (mga.).[Z=0
Distance tram Source in)
TCE I
0
I 55
I ...
185
220
2l5
330
3e5
440
4S5
55D
xo on.datlon
O.Wi
0.921
O.Oz1
0.026
9.025
0.024
P023
Owl
7.,
0.020
0.019
&o4meramvtion
..................................
0.02T0
O.m1
O.Om
O.m0
9m0
0.Ow
O.Ow
O.Om
O.Om
0.0m
0.00(
M.nih.ring
wx Location.
Oft)
0
loll
1 1❑w
18m
m an n.Drmm 9a. 0m o
oam .
O.m0
0000
�x.orP.darmP.a.Ta,
�s.mmral,aaaero«a,• nax walmn vh
1 roll
Sa. PCE
2
E❑.100
bw TCE
-
sw ocE
5 0010
s5g
SSu
VC
11
S.. ETH
9.001
0
200
400
Boll
8m 1000 1N10 1400 1000 Iwo
Distance From Source (N.)
Tlmc
Gill Yea•'s poled
Prepare Animation I� Ta All To--
Lee G,�? Linear Bheel Input
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mgfL) atZ=Q
Distance from Source (ft)
DCE 0 55 110 165 Zm 275 330 3&5 440 495 5w
H, Degradation n031 0031 0.031 0.021 O011 1121 1.011 0.O2S 0.024 0023 0.022
Bt.sansf.matim omlo Owl oow o. OUl5 U. Om4 Moot Oml Om1 Om0
__ ...... _ ....... MoriMring Wei Lo..f- (ft)
0 tm tom Iw0
FWd Dmiom Site Um2 0nt 0m0 0Dm
-x.Depnmtndnm�m �mealao�,o®r = FmoanPanse
Om
See PCE
J
E O tm see TCE
0
i50 sea DCE
a auto
I �VC
c
D Om1 See ETH
a 200 400 6m 000 1w0 Iwo 1400 two 1w0
Distance From Source (ft.)
T
Prepare AMnod., � US4.o� R Pu[tn T. All T.-
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mgfL) at 2=0
Vc
low
Sce PCE
a
E 0100 see TCE
° See DCE
0 0010
See YC
° 550
D Mm1 SeeETH
0 200 4m 600 Son 100 1200 11400 Iw0 11300
D"stance Fran Source (ft.)
Time
m:
m
Prepare AnimtiUr�prr Reo m TO All on TOA
Unear Sheen input
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE {mgfL) at Z=0
Distance from Source (ft)
E7K ❑ 55 11❑ 165 22❑ 275 3T0 355 440 495 i50
No De9mdzron cow .tiro 0.ma 2
m0 Dom O.wo Mm0 OOw Oam O.mO Om0
Biaransfonnatien 0.00110 0.016 0.028 o.o. 0.037 0.037 0.037 O.Ow 0.035 0.031 O.W3
Mmitaing Wei Locations (it)
0 IUD tow 1W0
FieldDC cow 0 coca 0000
-x.0egamrer�n�m �rurmealeomomr = ,.nomrmn�
0m
-PCE
ZI
= 0.700 See TCE
° see DCE
0010
see vc
!°1 owF_
Sce ETH
0 200 400 600 am Imo 1200 1400 1600 1"
Distance Fram Source (ft.)
T-
6O
PrepareAnimmtion artL�4=�lrnwr TO All TO Amry
Ol.0rce hour Soo M)
PCE 0 55 110 185 220 1 2. 1 . 1 3R5 1 440 496 550
__ NO Cegrada,on 0.110 0.1]0 0.16] 0.182 O.155 0.140 0142 1 0.136 0.131 0.,25 0.121
Blotransl.rmation 0.17m one 0"O.W OWCmi) Oom 0000 ow0 0006 O❑m
Moralwing Wea Locellon. (ft)
0 1n 7n0 16m
FI.M IAta fran slN o goo now o aw a our
-napw.ammaata4m �.an.rnn«n�o.r,r mxP.H�an aR
O o
S.. PCE
J
S.. TCE
E 0.100 554
C aw DCE
1 0.0,0
sw VC
U owl
0 Roll 4m ew an I300 1200 1403 1000 1w0
Distance From Source (ft.)
TM.:
100 o Years m
Pe.pve Arimetlan u"n'°te`I R.turn I To All To Amy
Lag (? Linear Sheet In
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (.I of Z=0
Distnce ir.m Source (ft)
TCE ❑ 35 110 Iw 220 225 3m 385 440 4J5 550
N.I egrxd.wn o627 O02i s.021 0026 0025 om, 0023 a.02z 0021 0020 Oo19
ahxmnsmmaaw 00270 000, coon ❑our cow ❑coo owo- bon Moro o000 0000
Monitoring Wei Locations lNl
0 1m om low Iwo
ala rmmsae F;MDaom Moog Mown
-xouev'+e3Fu�+a.e.so. �.nea�„aaa=u®r = wn gaar�..�
loon
See PCE
E 0.700 Su TCE
° see DCE _ 550
12
� 001a
Sce YC
O owl 77- ee SETH
mHIMroll 0 200 4am 9,Ino 1400 1fim 1000
Distance From Source M.)
r
00❑ Years
Prepare Animation TO All TO Amry
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mgfL) at Z=0
Distance from Source lft)
DCE 0 1 55 Ile 1 165 1 220 275 330 395 440 495 550
No Degratlation 0.031 Mm1 Mm1 Oo29 o02S O027 0.026 0025 0624 00n ban
Eiotranetamation 00310 owl OWo028 0.015 O. 0. Om2 Owl Maul (I
Monitom° W.11 Lotion. Oft)
-x.g.Paaa.wnad�..-s�a�ei,auae,g®, . r�r,gs.ra.�
1Ow
See PCE
J
E 0100 see TCE
0
95i0 see DCE
S 0,
0 see vc
0m, 7
seeEm
0 200 4m SonSon1" 1200 1400 lem 1.
Distance From Source (ft)
T :
}a00 Unproecl Remmm
Prepare Animation L��SUr�r Sheet InPN TO All TOAmy
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mgfL) m Z-0
Di.Mnce from Source (ft)
Yc 0 55 11g 1pd 220 275 3m 305 440 495 550
NODegradation 0.Ow 0.005 0.m5 O.Om O.Ow 0.009 D.w4 0.004 0.004 9.w4 0.g14
Blotianfannation 00050 OOn low O0gi O. Om1 owl Dmg 0000 Ow0 low
_.. _.. _. _... _. _.. _. _... Monitoring VM Locations (ft]
0
FieMDaoMP.,sm MnIOW 0
-xngeY.mo.a�a�.n �e.nn.a,.lo.e.g®r = nnnpan,mnsr
ton
-PCE
A see TCE
E Mica
° See DCE
C 0010
u See YC
9550
U 0 mi See ETH
0 200 400 600 Bn 7m0 72n 1400 two two
Distance From Source (ft.)
T
Remmm
troll
Prepare Animation
Unprotect To-,
L.9 �iLInl� sheet Inpu[
TOAmy
DISSOLVED CHLORINATED SOLVENT CONCENTRATIONS ALONG PLUME CENTERLINE (mgfL) at 2=0
DmI from Source (ft)
ETM
0
55
lIM 165
2N ZP5 33❑
385 440
495
W
No Degradation
OOm
O.mo
Dom Oo00
O.mO Dow o.w0
two Dow
O._
Dow
nintramrwmatim
Omm
001fi
0028 0034
Owl 0031 O.w0
Owfi 0035
Om4
oon
Monitoring Well Locations (R)
❑ IN
low lew
r,ed Dffi M.m Site 0 no onto
Own o0w
-n.geenm.wnnamm
0w
�,mnaln namrD.�r = Ran gaarmn sn
see PCE
m
E D.tw
see TCE
°
See DCE
0010
see vc
U
D.wt
see ETH
0 2m
4m fim Boo 1000 1200 1400 into two
Distance From Source (ft.)
Tine:
im0 Years Unpruletl
Prepare Animation Remm t.� To RII TOR
L Linear Shoe, InPur

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