6301_MooreCounty_MSWLF_CDLF_April2023GW_FID1810761_20230714

pENR USE ONLY ❑Paper Report [:]Electronic Data - Email CD (data loaded: Yes / No Doc/Event #:
C DENR Environmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
• Prepare one form for each individually monitored unit.
• Please type or print legibly.
• Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
• Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
• Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(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):
S&ME, Inc. (Consultant for Moore County)
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Edmund Q.B. Henriques 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)
Moore County Landfill 456 Turning Leaf Way, 63-01 .0500 April 10-11, 2023
Aberdeen, North Carolina 28315 June 29, 2023
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring Q Detection Monitoring x❑ Assessment Monitoring x❑ 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 El
water monitoring data
Methane gas monitoring data
Corrective action data (specify) Monitored Natural Attenuation Data
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.
Edmund Q.B. Henriques, PG
Facility Representative Name
Signature
Senior Geologist / SBME, Inc.
Title
7/14/2023
8646 W. Market Street, Suite 105, Greensboro NC 27409
Facility Representative Address
F-0176
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
Date
336-312-3330
(Area Code) Telephone Number
Affix NC Lic�EfP1'}t
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1-14
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i`!iij8pal Geologist Seal

PREPARED FOR:
Moore County Solid Waste
P.O. Box 1927
Carthage, North Carolina 28327
S&ME, Inc.
8646 West Market Street, Suite 105
Greensboro, North Carolina 27409
July 14, 2023

=0
July 14, 2023
Moore County Solid Waste Department
P.O. Box 1927
Carthage, North Carolina 28327-1927
Attention: Mr. Steve Perkins via email: [e-mail]
Solid Waste Director
Reference: Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
Dear Mr. Boles:
S&ME, Inc. (S&ME) is pleased to submit this report documenting water quality monitoring conducted between
April 10 through April 11, 2023 at the Moore County Solid Waste Facility located in Aberdeen, North Carolina.
These services have been performed in general accordance with S&ME Proposal No. 43-2000335Rev1, dated
August 3, 2020. One copy of this report is attached for your file and one copy has been delivered electronically on
your behalf directly to the North Carolina Department of Environmental Quality - Division of Waste Management,
Solid Waste Section.
S&ME appreciates the opportunity to provide environmental services to Moore County. Please call us if you have
any questions or comments.
Sincerely,
S&ME, Inc.
Cody McMechen, G.I.T.
Environmental Staff Professional
[e-mail]
Edmund Q.B. Henriques, P.G.
Senior Geologist/Project Manager
[e-mail]
Jaclynne Drummond, Hydrogeologist, Solid Waste Section, Division of Waste Management, NC DEQ, 2090 US Highway 70, Swannanoa, NC
28778, [e-mail] (electronic copy)
Jimmy Brown, Landfill Manager, NC, 5227 Hwy 15-501, P.O. Box 1927, Carthage, North Carolina, 28327 (hard copy & electronic copy)
S&ME, Inc. 18646 W. Market St, Ste 105 1 Greensboro, NC 27409 1 p 336.288.7180 1 www.smeinc.com

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
Table of Contents
ExecutiveSummary....................................................................................................................3
1.0 Background and Compliance History...........................................................................5
1.1 Background.....................................................................................................................................5
1.2 Compliance History....................................................................................................................... 6
2.0 Methods Employed...........................................................................................................9
2.1 Groundwater Sampling.................................................................................................................9
2.2 Surface Water Sampling..............................................................................................................10
3.0 Site Hydrogeology..........................................................................................................10
3.1 Groundwater Elevations and Flow Direction..........................................................................10
3.2 Groundwater Flow Velocity....................................................................................................... I I
4.0 Analytical Results...........................................................................................................11
4.1 Groundwater Analytical Data - MSW Landfill........................................................................12
4.2 Groundwater Analytical Data - C&D Landfill........................................................................13
4.3 Groundwater Analytical for Monitored Natural Attenuation Parameters ..........................14
4.4 Groundwater Analytical - Private Water Well........................................................................15
4.5 Surface Water Analytical Data...................................................................................................15
4.6 Quality Control.............................................................................................................................15
5.0 Discussion of Results.....................................................................................................16
6.0 References.........................................................................................................................17
List of Figures
Figure 1 Groundwater Elevations and Contours - April 2023 Monitoring Event
List of Tables
Table 1 Active Monitoring Well Construciton Information
Table 2 Groundwater Elevation Data
Table 3 Groundwater Field Parameter Data
Table 4 Groundwater Conductivities, Gradients, and Flow Velocities
Table 5 Groundwater Monitoring Analytical Results (Detected Constituents)
Table 6 Surface Water Monitoring Analytical Results (Detected Constituents)
July 14, 2023
1

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
Appendices
Appendix I -Sampling Forms
Appendix II - Laboratory Analytical Reports
Appendix III - Historical Analytical Results
Appendix IV - Time vs Concentration Charts
s
July 14, 2023

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills
Aberdeen, North Carolina I s
S&ME Project No. 4358-20-043A, Task 05
Executive Summary
On April 10 and April 11, 2023, sixteen monitoring wells and four surface water locations which monitor the
Moore County Solid Waste Facility were sampled as part of the first semi-annual monitoring event for 2023.
Monitoring wells MW-1, MW-2, MW-3, MW-4, MW-5, MW-6, MW-7, MW-8, MW-9, MW-11SR, MW-11DR, MW-
13SR, MW-13DR, MW-14, MW-15R, MW-17S, MW-17D, MW-18 and MW-19 comprise the groundwater
monitoring system for the closed municipal solid waste (MSW) landfill and active Construction & Demolition
(C&D) landfill. Samples were collected from surface water locations SW-1, SW-2, SW-3, and SW-4. Groundwater
and surface water sampling was conducted according to North Carolina Department of Environmental Quality,
Division of Waste Management, Solid Waste Section (NCDEQ-SWS) guidelines. Samples were analyzed by a North
Carolina certified laboratory. Samples collected were submitted for analysis in accordance with the facility's
current NCDEQ-SWS approved Water Quality Monitoring Plan.
Analyses of surface water samples collected detected no target constituent at a concentration exceeding the
corresponding 15A NCAC 2B Standards (213 Standards). 1,4-Dioxane was detected at surface water sample
locations SW-1 and SW-3, at concentrations greater than the corresponding North Carolina In -Stream Target
Value for Surface Waters set at 0.35 micrograms per liter (pg/L) for Class WS (I-V) surface waters; however, no
surface water standard promulgated by 2B Standard currently exists for 1,4-Dioxane.
The table below summarizes the MSW landfill monitor well locations where target constituents were detected at
concentrations greater than the corresponding 15A NCAC 2L Groundwater Standards (2L Standards) or NCDEQ-
SWS Groundwater Protection Standards (GWPS) during the April 2023 monitoring event:
April 2023 Groundwater Sampling Event - MSW Landfill Monitoring Wells
Concentrations Detected Greater Than 2L Standard or GWPS
Note: All concentrations are in micrograms per liter. Blank cells indicate constituent concentrations less than the
corresponding 2L Standard or GWPS.
The 2L Standard exceedances summarized above are generally consistent with historic monitoring results, which
previously triggered regulatory requirements for implementation of Corrective Measures for the MSW landfill. In
2018, the NCDEQ-SWS requested all MSW and C&D landfills begin to analyze groundwater samples for 1,4-
Dioxane. Thus, the number of observations for this parameter at the facility is currently limited. As discussed
further herein, site specific soils data for arsenic was assessed by Golder in 2016. The assessment suggests that
the groundwater concentration detected are likely naturally occurring
The table below provides a summary of the C&D landfill monitor well locations where target constituents were
detected at concentrations greater than the 2L Standard or GWPS during the April 2023 monitoring event:
July 14, 2023

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills
s
Aberdeen, North Carolina I s
S&ME Project No. 4358-20-043A, Task 05
April 2023 Groundwater Sampling Event - C&D Landfill Monitoring Wells
Constituent Concentration Detected Greater Than 2L Standard or GWPS
� 21, StaZard
MW-
Mw-
Mw-
Mw-
Mw-
Mw-
Mw-
Mw-
1,4-
3
3.17
7.41
4.53
15.3
8.58
10.6
6.79
Dioxane
Benzene
1
1.51
1.34
1.27
Vinyl
0.03
1.59
1.11
1.58
Chloride
Iron
300
137,000
90,900
90,600
12,500
132,000
37,100
1,360
Manganese
50
419
160
712
127
161
130
82.1
Cobalt
1
1.16
1.30
Note: All concentrations are reported in micrograms per liter. Blank cells indicate constituent concentrations less
than the corresponding 2L Standard or GWPS.
The above listed exceedances for the C&D landfill are generally similar to the results for prior monitoring events.
As discussed further herein, based on the detected concentration of cobalt in background well MW-5, the
concentration reported for wells MW-13Dr and MW-17S are likely naturally occurring.
Note that benzene was detected in the sample collected from well MW-19 during April 2023, at a concentration of
1.15 pg/L, an apparent exceedance of the 2L Standard set at 1 pg/L. Given no prior exceedances for benzene at
well MW-19, verifcation sampling was performed on June 29, 2023. Analytical results for the MW-19 record
sample and the duplicate sample obtained from well MW-19 both reported benzene as less than 0.150 pg/L.
Based on verification sampling analytical results, benzene is not listed as a 2L Standard exceedance at well MW-
19, for this water quality monitoring event.
It is noteworthy that in late 2020, Moore County initiated negotiations with the adjoining property owner Hope
Wilson, proposing a land swap that would increase Moore County's land ownership in the area immediately west
of the C&D landfill, west of monitoring wells MW-18 and MW-19. The land swap will increase the potential to
delineate groundwater constituents of concern on property owned by the County, should that become necessary.
An informal agreement was reached between Moore County and Hope Wilson, to divide properties for a land
swap. In November 2021, the Moore County Board of Commissioners adopted a resolution authorizing the land
swap agreement, whereby Moore County would receive a portion of Parcel ID 00057409 from Hope Wilson and
Hope Wilson would receive a portion of Parcel ID 00053332 from Moore County. Land surveyors have completed
the survey work associated with the land swap. A closing date for the land swap has not been established.
The Alternate Source Demonstration (ASD) prepared by Golder dated, February 28, 2017, indicated that VOCs
detected in certain C&D landfill monitoring wells were attributed to the MSW landfill. NCDEQ-SWS responded
indicating that they would not approve the ASD for VOCs at the C&D Landfill, at that time. NCDEQ-SWS
requested that Moore County implement landfill gas and groundwater corrective action at the closed MSW
landfill; and commence assessment monitoring at the C&D landfill pursuant to 15A NCAC 13B .0545.
July 14, 2023 4

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills �r
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
In response to the NCDEQ-SWS request, Moore County commenced with assessment monitoring at the C&D
Landfill. At the MSW landfill, a methane cut-off trench was installed in 2018. Solar flares were added to the cut-off
trench vents during early 2020. Monitored Natural Attenuation (MNA) was the selected groundwater remedy for
the closed MSW landfill. MNA "Performance Monitoring" continues at MSW wells and select C&D wells.
Benzene and vinyl chloride in the vicinity of the MSW landfill generally exhibit trends of stable or declining
concentrations over time, with a few exceptions. Concentrations of these constituents are not increasing
immediately down -gradient of the source area. Due to prior exceedances of the 2L Standard for benzene at
monitoring well MW-18, concentration trends overtime will be reexamined during each subsequent monitoring
event, to better understand the nature and extent of benzene, west of the C&D landfill. The sample size for the
1,4-dioxane analytical data set is currently insufficient for accurate trend analysis.
Considering constituent concentration trends, Moore County plans to continue Assessment Monitoring for the
C&D landfill and MNA monitoring of the closed MSW landfill; unless evidence of increasing VOC concentrations
are confirmed or unless Moore County is directed by NCDEQ to proceed to the alternate groundwater remedy.
Moore County is proactively evaluating options for alternate groundwater corrective actions that may be
appropriate for the CAP contingency plan, including options that would aid in the management of landfill gases,
which can contribute to groundwater exceedances.
In 2021, S&ME assessed thickness of the soil cover system for the MSW landfill. An analysis of landfill settlement
and changes needed to increase positive surface drainage off the cover system is pending. It is believed that
some focused maintenance of the cover system should reduce surface infiltration of water through the soil cover
system and result in reduced landfill gas production. Moore County has begun placement of clean fill soils to
certain low areas on the MSW cover system, to improve surface drainage or avoid temporary ponding of water. A
pilot test involving installation and monitoring of two new passive landfill gas vents was initiated in June 2022.
Additional landfill gas data is being collected to assess a potential to enhance management of landfill gases in the
vicinity of monitoring well MW-15R, by installing passive vents that tap into transmissives vadose sandy sediments
forming a narrow partition between two MSW landfill units. Both new passive vent wells emit high concentrations
of methane gas. Landfill gas monitoring for this pilot test is ongoing.
1.0 Background and Compliance History
1.1 Background
Moore County currently operates a solid waste facility at 456 Turning Leaf Road, in Aberdeen, North Carolina. The
facility is owned and operated by Moore County under Solid Waste Permit No. 63-01 issued by the NCDEQ-SWS.
The facility includes a municipal solid waste (MSW) transfer facility, a closed unlined MSW landfill and an active
C&D landfill. The C&D and MSW landfills are regulated in accordance with NCDEQ-SWS Permit No. 63-01.
Moore County performs groundwater and surface water monitoring on a semiannual basis to comply with the
requirements of North Carolina Solid Waste Management Rules (Solid Waste Rules), 15A NCAC 13B. S&ME has
prepared this report on behalf of Moore County to present the results of the second monitoring event for 2020 as
required by § .0600 and .1632 of the Solid Waste Rules.
July 14, 2023

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills �r
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
The Golder Associates NC, Inc. (Golder), Water Quality Monitoring Plan — Moore County Landfill, Permit No. 63-07,
Volume 2 — Moore County Design Hydrogeological Report and Monitoring Plans (WQMP) dated December 10, 2019,
is the current NCDEQ approved WQMP. Based on the WQMP there are two groundwater compliance well
networks, with one background monitoring well providing background data for both networks.
• The active C&D landfill groundwater monitoring network consists of nine downgradient monitoring wells
(MW-4, MW-11SR, MW-11DR, MW-13SR, MW-13DR, MW-14, MW-17D, MW-18 and MW-19). One
monitoring well (MW-5) is shared by both the C&D landfill and MSW landfill for monitoring background
groundwater quality.
• The closed MSW landfill groundwater monitoring network consists of eight downgradient monitoring
wells (MW-1, MW-2, MW-3, MW-6, MW-7, MW-8, MW-9 and MW-15R). In addition, two C&D monitoring
wells (MW-4, MW-11 SR) are also used as MNA performance monitoring wells to assess groundwater
impacts from the MSW landfill.
The groundwater monitoring wells represent conditions in the uppermost aquifer underlying the facility,
positioned for detection of potential releases from the landfill units; with some wells employed to assess the
efficacy of natural attenuation as a corrective measure. Monitoring wells with "D" suffixes to the well identifier,
represent wells screened within deeper portions of the surficial aquifer.
The WQMP also involves four stream sample locations, one located on Horse Creek upstream of the facility and
three sample locations at points downstream of the facility. One private water supply well on a parcel located east
of the facility, the Blake residence well, was monitored in accordance with the approved WQMP. The C&D landfill
is currently in Assessment Monitoring. The MSW landfill is currently in Corrective Action Monitoring, which includes
MNA performance monitoring parameters for most monitoring wells.
1.2 Compliance History
Groundwater quality has been monitored at the facility since 1987. Monitoring wells MW-1 through MW-4
monitored down -gradient regions of the MSW landfill, with MW-5 providing background water quality data for
the facility. In March 1995, monitoring wells MW-6 through MW-9 were added to monitor the area between the
MSW and the C&D landfill.
An NCDEQ-SWS letter dated January 23, 1996, presented initial concerns regarding a potential for off -site
migration of VOCs from the facility. Moore County voluntarily initiated corrective measure due to concerns of off -
site migration of VOCs in groundwater and measured methane gas concentrations. In 1996, the off -site water
supply well at the Blake residence (PW-1) was added to the groundwater monitoring program and monitoring of
surface water points SW-2 and SW-1, commenced. Additional groundwater monitoring wells (MW-11 S, MW-11 D,
MW-125, MW-12D, MW-135, MW-13D, and MW-14) were installed to assess the extent of groundwater impacts,
establish monitoring points for the C&D facility, and to collected data to attempt differentiation of MSW
groundwater impacts from C&D landfill impacts. Subsequently, monitoring wells MW12S and MW-12D were
abandoned due to planned expansion of the C&D landfill, and replaced by monitoring wells MW-16S and
MW16D, located further west and downgradient.
In November 1999, HDR Engineering Inc. of the Carolinas (HDR) submitted a Work Plan to further investigate
groundwater and methane migration concerns, with assessment activities commencing in March 2000. HDR
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Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
reported the existence of a clay confining unit at depth beneath the landfill, which was reported to limit vertical
groundwater contamination.
In January 2005, NCDEQ-SWS requested that Moore County complete an assessment of corrective measures and
select a remedy in accordance with 15A NCAC 2L .0106. In July 2005, HDR submitted the Assessment of Corrective
Measures Report (ACM) to NCDEQ recommending monitored natural attenuation (MNA) as the primary remedy,
with a contingency plan for active landfill gas (LFG) remediation if trends of increasing VOC concentrations over
time were observed in groundwater. On November 21, 2005, NCDEQ-SWS approved HDR's ACM.
In 2005, a shallow trench vent network consisting of a trench and 12 passive LFG vents were installed to address
LFG migration concerns. In 2007, the LFG vent network was expanded with the addition of 12 passive LFG vents.
In February 2014, three in -waste passive gas vent wells (GV-30, GV-31, and GV-32) were installed as part of the
Joyce Engineering, Inc. Contingency Plan Update and Implementation Plan -Revised approved by NCDEQ-SWS on
June 5, 2013.
HDR prepared a revised Water Quality Monitoring Plan dated July 20, 2006, which was approved by NCDEQ-SWS
on October 13, 2006. The 2006 plan involved monitoring all groundwater and surface water monitoring points for
North Carolina Appendix I VOCs and the eight Resource Conservation and Recovery Act (RCRA) metals. MNA
parameters were added for "performance monitoring" at select wells. In a letter from the NCDEQ-SWS dated April
18, 2008, NCDEQ-SWS agreed to the elimination of hydrogen, carbon dioxide, and volatile fatty acids from the
semi-annual monitoring list, and to the completion of groundwater MNA modeling annually. This letter also
specified that Moore County collect the full suite of "performance monitoring parameters" in April and October
2011, and present an MNA Corrective Action Evaluation Report (CAER) after completion of the October 2011
sampling event. Golder submitted a CAER report dated May 15, 2012. Subsequently, NCDEQ-SWS granted Moore
County permission to continue MNA for another five-year period at the end of which another CAER report was
required. Two additional surface water points (SW-3 and SW-4) were added to the compliance monitoring
program upon approval of the May 2012 CAER.
On March 10, 2016, Moore County met with NCDEQ-SWS to discuss groundwater impacts at the site and the
effectiveness of previously implemented corrective actions. In this meeting and in a March 14, 2016,
correspondence from NCDEQ-SWS, Moore County was asked to commence assessment monitoring at the C&D
landfill or submit an alternate source demonstration (ASD) to demonstrate the impacts observed in the C&D
landfill monitoring network were from a source other than the C&D landfill. On behalf of Moore County, Golder
submitted the ASD for the Active C&D Landfill, dated February 28, 2017, identifying the upgradient closed MSW
landfill as the source of VOCs at downgradient C&D wells.
In two letters dated September 28, 2017, the NCDEQ-SWS indicated that they would not approve the ASD for
VOCs at the C&D Landfill, at that time. They also requested that Moore County implement landfill gas and
groundwater corrective action at the closed MSW landfill; and commence assessment monitoring at the C&D
landfill pursuant to 15A NCAC 13B .0545. On December 6, 2017, after additional communications and a meeting
with NCDEQ-SWS, Moore County submitted a letter confirming their intention to comply with the NCDEQ-SWS
requests and requested an extension to comply, which was approved by NCDEQ-SWS on December 11, 2017.
On behalf of Moore County, Golder submitted:
July 14, 2023

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05 A-
A CAER dated October 16, 2017,
An Assessment Monitoring Work Plan, dated January 5, 2018.
A Landfill Gas Remediation Plan dated January 31, 2018,
A Groundwater Corrective Action Milestone Schedule, dated January 31, 2018 (which included the
submission of the NC Solid Waste .0500 Groundwater Corrective Action Application), and
In accordance with Golder's Assessment Monitoring Work Plan, dated January 5, 2018, monitoring wells MW-11 SR,
MW-11 DR, and MW-15R were subsequently installed to replace monitoring wells MW-11 S, MW-11 D, and MW-15.
The replacement wells were sampled in June 2018, as part of the first assessment monitoring event for the C&D
landfill. Groundwater samples collected from assessment monitoring wells were analyzed for constituents listed in
North Carolina Appendix II and the C&D landfill indicator parameters required by NCDEQ-SWS (e.g., chloride,
manganese, sulfate, iron, alkalinity, total dissolved solids (TDS), and tetrahydrofuran). Samples from monitoring
wells MW-6 and MW-7 were also analyzed for Appendix II constituents, to further assess whether the
groundwater impacts detected at the C&D landfill were attributable to the upgradient MSW landfill.
In a letter dated February 22, 2018, NCDEQ approved a request made by Moore County to decommission
monitoring wells MW-16S and MW-16D and replace them in the groundwater monitoring network with MW-175,
MW-17D, and MW-18 which were to be installed in conjunction with the permitting of new Cell VI of the C&D
landfill. Between May 31 and June 4, 2018, monitoring wells MW-175, MW-17D, and MW-18 were installed, and
monitoring wells MW-16S and MW-16D were properly abandoned. Monitoring wells MW-17S and MW-17D were
first sampled during the routine semi-annual monitoring event conducted during November 2019. Monitoring
well MW-18 was first sampled during the routine semi-annual monitoring event conducted in April 2020.
During the April 2020 water quality monitoring event, groundwater monitoring was conducted at the closed MSW
landfill in accordance with the approved Water Quality Monitoring Plan and Phase I of the Groundwater Corrective
Action Milestone Schedule which was approved by NCDEQ-SWS on February 13, 2018. Phase I of the Groundwater
Corrective Action Milestone Schedule included the following activities:
Installation of the methane cut-off trench to the south of MW-15 (completed November 2, 2078)
Replacement of MW-15 with MW-15R (completed June 1, 2018)
Conversion of MW-15 to a compliance methane monitoring well (completed December 7, 2018)
Continuation of MNA (as detailed in the approved Water Quality Monitoring Plan)
In accordance with the approved Water Quality Monitoring Plan, dated December 10, 2019, hereafter referred to
as the WQMP, monitoring wells in the MSW compliance network are corrective action MNA monitoring wells and
are currently analyzed for VOCs listed in North Carolina Appendix I, RCRA metals, and an approved suite of MNA
parameters (which includes chloride, ethane, ethene, methane, nitrate, sulfate, sulfide, total alkalinity, and total
organic carbon). In addition, active C&D monitoring wells MW-4, MW-5, and MW-11SR are also sampled as
corrective action MNA monitoring wells and analyzed for the same suite of MNA parameters.
Analytical results for the April 2020 water quality monitoring event detected benzene at a concentration of 1.6
pg/L in monitoring well MW-18. Based on this apparent exceedance of the corresponding 2L Standard, a
verification sampling event was conducted on June 5, 2020, with laboratory analyses reporting 1.2 pg/L Benzene.
Based on the verified exceedance of the 2L Standard for benzene, an update of the Assessment Monitoring
Program was required. On June 26, 2020, new monitoring well MW-19 was installed down -gradient (in the
July 14, 2023

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills �r
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
direction of contaminant migration) of monitoring well MW-18, near the facility boundary. Well MW-19 was first
sampled during the October 2020, then monitored semi-annually thereafter. The April 2023 sampling event marks
the first detection of benzene at a concentration of 1.15 pg/L, greater than the 2L Standard. Verification sampling
performed for the April 2023 event, reported benzene as less than 0.150 pg.L, in the record and duplicate samples.
2.0 Methods Employed
2.1 Groundwater Sampling
Groundwater sampling took place on April 10 and April 11, 2023. The groundwater monitoring well locations are
shown on Figure 1. S&ME personnel performed sampling in general accordance with the facility's updated
WQMP. Groundwater samples were collected from monitor wells MW-6, MW-7, MW-8, MW-9, and MW-15R
representing the closed MSW landfill. Monitoring wells MW-4 and MW-11SR represent C&D monitoring wells
also monitored as MNA performance wells for the MSW landfill. Monitoring wells MW-11 DR, MW-13SR, MW-
13DR, MW-14, MW-175, MW-17D, MW-18, and MW-19 represent the active C&D landfill. Monitoring well MW-5
was sampled as the background well for both landfills. Details regarding monitoring well construction and
monitored aquifer units are shown in Table 1.
Prior to collecting groundwater samples, the monitor wells were opened and allowed to equilibrate with
atmospheric conditions before gauging the liquid level. Groundwater depths were measured to an accuracy of
±0.01 feet using an electronic water level indicator, which was decontaminated before its initial use and between
measurements. The measurements were collected to calculate relative groundwater elevations, to develop a
groundwater potentiometric map, and to estimate the hydraulic gradient and groundwater flow direction at the
time of the sampling event. Water level measurements are presented in Table 2 and Figure 1.
After collection of groundwater levels, low -flow sampling methods were followed to purge and sample
groundwater from the monitoring wells. As purging proceeded, an YSI ProPlus0 multi -meter with a flow -through
cell was used to measure field parameters that included pH, temperature, specific conductance, oxidation-
reduction potential (ORP), and dissolved oxygen (DO). Turbidity was measured separately. The field data collected
during sampling was recorded on the Low -Flow Groundwater Sampling Forms, included in Appendix I.
A groundwater sample, for laboratory analysis, was collected after field parameters stabilized and the turbidity
measurement was approximately 10 Nephelometric Turbidity Units (NTUs) or less. In accordance with the WQMP,
water quality field parameters are considered stable once achieved for three consecutive measurements: Ph (+/-
0.2 S.U.), conductivity (+/- 5% of reading), temperature Ph (+/- 0.2 CO), and dissolved oxygen (+/- 10% of reading
or 0.2 mg/L whichever is greater). ORP was measured and should fall within +/- 10 mV or reading; however, it was
not a required stabilization parameter. Even with use of low -flow sampling methods, turbidity values obtained at
some wells remained higher than target criteria. Accordingly, some samples were collected without meeting the
turbidity goal. The field parameter measurements obtained are presented in Table 3.
Groundwater samples from monitoring wells were collected using a peristaltic pump or bladder pump, and
transferred directly into sample containers provided by the laboratory. Once filled, the sample containers were
sealed, labeled, and placed in a cooler with ice.
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Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills �r
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
One blind duplicate sample and one equipment blank sample were collected for quality assurance and quality
control (QA/QC). One trip blank accompanied each laboratory package under standard chain -of -custody
procedures delivered from the laboratory and returned to the laboratory. Samples were stored in laboratory
provided coolers with ice immediately after collection. The samples were delivered to a NCDEQ certified
laboratory for analysis. The samples were maintained by S&ME under chain -of -custody.
Benzene was detected in the sample collected from well MW-19 during April 2023, at concentration of 1.15 pg/L,
an apparent exceedance of the 2L Standard set at 1 pg/L. Given no prior exceedances for benzene at well MW-19,
verifcation sampling was performed on June 29, 2023. The well was purged and sampled utilizing the same
groundwater sampling procedures described herein. A record sample and a duplicate sample were obtained from
well MW-19 and submitted for laboratory analyses for Appendix I VOCs.
2.2 Surface Water Sampling
Surface water sampling took place on April 10, 2023. Four surface water samples (SW-1, SW-2, SW-3, and SW-4)
were collected from the locations shown in Figure 1.
Sample SW-2 was collected from Horse Creek northwest of the C&D landfill, and upstream of the facility.
Downstream sample SW-1 was collected from an unnamed tributary of Horse Creek, south of the MSW landfill.
Sample SW-3 was collected downstream of SW-1, prior to the tributary discharging into Horse Creek. Sample
SW-4 was collected from an unnamed tributary that drains areas north of both the C&D and MSW landfills. After
collection, surface water samples were placed in a cooler with ice, placed under chain -of -custody, and submitted
for laboratory analyses for North Carolina Appendix I constituents and 1,4-Dioxane.
3.0 Site Hydrogeology
3.1 Groundwater Elevations and Flow Direction
The facility is situated within the Inner Coastal Plain Province of North Carolina. The uppermost aquifer beneath
the facility is unconfined, approximately 55 feet thick, and consist of sands with thin clay seams, and seams of fine
sand; reportedly underlain by a basal restrictive clay layer. The surficial aquifer is recharged by inflow from up -
gradient areas and by precipitation infiltration. The uppermost aquifer underlying the landfill is expected to
discharge to the local surface water features including Horse Creek and it's unnamed tributaries in the vicinity of
the landfill. Shallow monitoring wells were installed in the surficial aquifer. Table 1 summarizes the well
construction details for the facility's groundwater monitor wells.
Static water level measurements collected during the April 2023 monitoring event (Table 2) were used to calculate
the corresponding groundwater elevations based on surveyed top of casing (TOC) elevations. Groundwater
elevations for the shallow water table monitoring wells and our interpretation of the groundwater surface
expressed as a potentiometric map along with estimated groundwater flow directions shown on Figure 1. Based
upon the groundwater potentiometric surface elevations, the overall shallow groundwater flow direction was
estimated to be to the west.
The hydraulic gradient (i) in the vicinity of a monitoring well was estimated by calculating the vertical difference
between the groundwater elevation at a monitoring well and one or more nearby contour lines from Figure 1.
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Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills �r
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
This value was then divided by the horizontal distance measured from the well to the selected groundwater
elevation contour line, utilizing a line formed perpendicular to the referenced groundwater elevation line. The
calculated horizontal hydraulic gradient values determined for select wells are summarized in Table 4.
3.2 Groundwater Flow Velocity
An approximate average linear groundwater flow velocity (V) was calculated using the following equation (Freeze
and Cherry, 1979):
V=Ki
n
where: V = Average linear groundwater flow velocity [feet per year (ft/yr.)]
K = Hydraulic conductivity (ft/yr.)
i = Flow gradient as a ratio (ft/ft)
n = Effective soil porosity (percent)
Aquifer rising and falling head tests were previously performed at the site by HDR. The aquifer test data were
used to estimate the hydraulic conductivity of the sediments in the surficial aquifer intersected by the screened
intervals of the monitoring wells tested. The hydraulic conductivity, K, values previously measured at the site
ranged from 0.84 feet per day (feet/day) to 42 feet/day. An average hydraulic conductivity value of 17.5 feet/day
was used for calculating the site -wide flow velocity. The average hydraulic gradient of 0.020 ft/ft was calculated
from data presented in Table 4. An effective soil porosity, n, of 35% was used as the site -wide average. The
average groundwater flow velocity, V, for the site, using the equation and input values above, was estimated to be
221 feet/year. The average groundwater flow velocity information is summarized in Table 4.
4.0 Analytical Results
In general accordance with the WQMP, background and compliance groundwater monitor wells were sampled
during the April 2023 sampling event. The samples were analyzed as follows:
MSW landfill groundwater samples from monitoring wells MW-4, MW-6, MW-7, MW-8, MW-9 and MW-
15R were analyzed for constituents listed in the 40 CFR 258, Appendix I VOC analyte list using the
analytical methods that included EPA Method 826013, 1,4-Dioxane by EPA Method 8260D SIM, the Eight
RCRA Metals using EPA Method 6010/6020 and EPA Method 7470A. Analyses for MNA parameters
included chloride by EPA Method 300.0, nitrate by EPA Method 353.2, nitrite by EPA Method 353.2, sulfate
by EPA Method 300.0, sulfide by EPA Method 300.0, Total Alkalinity by EPA Method 310.2, and Total
Organic Carbon by EPA Method 9060A. Carbon Dioxide, Ethane, Ethene, and Methane by RSK 175.
The active C&D landfill groundwater samples from monitoring wells MW-11 SR, MW-11 DR, MW-13SR,
MW-13DR, MW-14, MW-17D, MW-18, and MW-5 were analyzed for constituents listed in the 40 CFR 258,
Appendix I analyte list using analytical methods EPA Method 8260B (VOCs), total metals by EPA Method
6010, 6020 and EPA Method 7470A. Classic chemistry indicator parameters chloride by EPA Method
300.0, sulfate by EPA Method 300.0, sulfide by SM 4500S2-D-2011, Total Alkalinity by EPA Method 310.2
and Total Dissolved Solids by Method SM 2540-C2011. Plus 1,4-Dioxane by EPA Method 8260D SIM.
July 14, 2023 11

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills �r
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
The active C&D landfill groundwater sample from monitoring well MW-19 was analyzed for constituents
listed in the 40 CFR 258, Appendix II analyte list using analytical methods EPA Method 8260D (VOCs), EPA
Method 8270E (SVOCs), EPA Method 8081B (pesticides), EPA Method 8082A (PCBs), EPA Method 8151A
(herbicides), total metals by EPA Method 6010, 6020 and EPA Method 7470A. Classic chemistry indicator
parameters chloride by EPA Method 300.0, sulfate by EPA Method 300.0, sulfide by SM 4500S2-D-2011,
Total Alkalinity by EPA Method 310.2 and Total Dissolved Solids by Method SM 2540-C2011. Plus 1,4-
Dioxane by EPA Method 8260D SIM.
In addition, two C&D monitoring wells (MW-4, MW-11SR) are also used as MNA performance monitoring
wells to assess groundwater impacts from the MSW landfill.
The field measurements obtained are summarized on Table 3. A summary of constituents detected in
groundwater by laboratory analysis is presented in Table S. For comparison purposes, these results are shown
with their respective 2L Standard, which were revised and became effective April 1, 2013. Where target
groundwater constituents have no established 2L Standard, the Method Detection Limit (MDL) is the default 2L
Standard. However, the NCDEQ-SWS has listed constituent concentrations protective of groundwater, referred to
as the Ground Water Protection Standards (GWPS) established in accordance with the Solid Waste Management
Rules, Section .1634(h), which are used as the action level for detections where no 2L Standard is established.
The chain -of -custody forms and the laboratory reports are provided in Appendix II. Copies of the laboratory
reports are provided in Appendix II.
Effective December 1, 2006, NCDEQ-SWS changed the standard limits for comparing constituent detections in
laboratory analysis from the Practical Quantitation Limits (PQLs) established in 1994 to the Solid Waste Reporting
Limits (SWRLs). On February 23, 2007, the Section further revised the reporting limits from the SWRL to the Solid
Waste Section Limit (SWSL). The SWSL was defined as the lowest amount of analyte in a sample that can be
quantitatively determined with suitable precision and accuracy.
In a memo dated May 29, 2018, the NCDEQ-SWS made a statement that technologies have advanced such over
the past 12 years that the majority of the SWSLs are outdated. Given the rapid pace of technology, the NCDEQ-
SWS decided that their attempt to continuously update and/or maintain the SWSLs is not warranted. As such, the
use of SWSLs was discontinued. According to the laboratory quality control performed, detections above the
MDL but below the PQL qualified as estimated values designated by the letter "J".
4.1 Groundwater Analytical Data — MSW Landfill
The analytical data was reviewed by comparing constituent detections in the background and MSW compliance
monitor wells to the laboratory's MDL. Multiple targeted constituents were detected above the MDL in one or
more groundwater samples collected during the April 2023 monitoring event. Constituents with concentrations
detected above the laboratory MDLs are summarized on Table S. Appendix III contains a table providing historic
groundwater analytical results for constituents with concentration detected above the MDL.
The following table provides a summary of the monitoring well locations where target constituents were detected
at concentrations greater than the 2L Standard or GWPS during the April 2023 monitoring event:
July 14, 2023 12

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
April 2023 Groundwater Sampling Event
Constituent Concentrations Detected Greater Than 2L Standard or GWPS
Note: All concentrations are in micrograms per liter. Blank cells indicate constituent concentrations less than the
corresponding 2L Standard or GWPS.
In accordance with NCDEQ-SWS guidance, where the 2L Standard or GWPS for a substance is less than the PQL,
the detection of that substance at or above the PQL constitutes a violation of the 2L Standard or GWPS. The table
above was prepared using this framework, which rejects constituents reported with estimated concentrations ("J"
values).
The 2L Standard exceedances for the VOCs summarized above are generally consistent with prior detections,
several of which historically triggered regulatory requirements for implementation of Corrective Measures for the
MSW landfill. In 2018, the NCDEQ-SWS requested that all MSW and C&D landfills begin to analyze samples for
1,4-Dioxane. Thus, historic data for detections of this parameter at the landfill are limited.
Arsenic has been detected historically in wells MW-6 and MW-9, at concentrations that are greater than the
corresponding 2L Standard. Golder's Second Semi -Annual 2076 Water Quality Monitoring Report, presented site
specific soils data reported to indicate that concentrations detected in naturally occurring soils on site can accont
for those measured in groundwater samples. Golder concluded that "the data support that above standard
concentartions or arsenic are naturally occurring." Concentration greater than those reported for April 2023 were
detected prior to the 2016 water quality monitoring event.
Appendix IV contains time vs concentration charts for benzene, vinyl chloride, and 1,4-Dioxane. These charts
were prepared to examine trends in concentration changes overtime.
4.2 Groundwater Analytical Data - C&D Landfill
The analytical data was reviewed by comparing constituent detections in the background and C&D landfill
compliance monitor wells to the laboratory's MDL. Multiple targeted constituents were detected above the MDL
in one or more groundwater samples collected during the April 2023 monitoring event. Constituent
concentrations detected above the laboratory MDLs are summarized on Table 5. Appendix III contains a table
providing historic groundwater analytical results for constituents with concentration detected above the MDL.
The table below provides a summary of the monitor well locations where target constituents were detected at
concentrations greater than the 2L Standard or GWPS during the April 2023 monitoring event:
July 14, 2023 13

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills
Aberdeen, North Carolina I s
S&ME Project No. 4358-20-043A, Task 05
April 2023 Groundwater Sampling Event
Constituent Concentration Detected Greater Than 21, Standard or GWPS
Parameter
. .
i
1,4-
3
3.17
7.41
4.53
15.3
8.58
10.6
6.79
Dioxane
Benzene
1
1.51
1.34
1.27
Vinyl
0.03
1.59
1.11
1.58
Chloride
Iron
300
137,000
90,900
90,600
12,500
132,000
37,100
1,360
Manganese
50
419
160
712
127
161
130
82.1
Cobalt
1
1.16
1.30
Note: All concentrations are reported in micrograms per liter. Blank cells indicate constituent concentrations less
than the corresponding 2L Standard or GWPS.
In accordance with NCDEQ-SWS guidance, where the 2L Standard or GWPS for a substance is less than the PQL,
the detection of that substance at or above the PQL constitutes a violation of the 2L Standard or GWPS. The table
above was prepared using this framework, which rejects constituents reported with estimated concentrations ("J"
values). Appendix IV contains time vs concentration charts for benzene, vinyl chloride, and 1,4-Dioxane. These
charts were prepared to examine trends in concentration changes overtime.
Cobalt has been been intermittently detected in C&D monitoring wells since it was added to the parameter list in
2018. Prior to April 2023, the cobalt reporting limit was 10 pg/L and prior detected cobalt concentrations were
reported as estimated concentrations. The April 2023 laboratory analytical report utilized a 1 ug/L reporting limit.
Considering the 1.01 pg/L cobalt concentration reported during this event for background well MW-5, it appears
plausible that the 1.16 pg/L and 1.30 pg/L cobalt concentrations reported for wells MW-13DR and MW-17S, likely
represent background water quality, and therefore, not an exceedance of the published 2L Standard.
Note that benzene was detected in the sample collected during April 2023 from well MW-19, at concentration of
1.15 pg/L, an apparent exceedance of the 2L Standard set at 1 pg/L. Given no prior exceedances for benzene at
well MW-19, verifcation sampling was performed on June 29, 2023. Analytical results for the MW-19 record
sample and the duplicate sample obtained from MW-19 both reported benzene as less than 0.150 pg/L. Based on
verification sampling analytical results, benzene is not listed as a 2L Standard exceedance at well MW-19, for this
water quality monitoring event.
4.3 Groundwater Analytical for Monitored Natural Attenuation Parameters
Groundwater analytical results for monitoring wells involved in Performance Monitoring for MNA parameters are
summarized in Table S.
July 14, 2023 14

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
4.4 Groundwater Analytical - Private Water Well
ICI;
The off -site private water well located on the Blake property to the north of the MSW landfill is sampled semi-
annually, and was not sampled during the April 2023 sampling event. The historic analytical data for this well has
revealed no exceedances of the 2L Standards or indications of water quality impacts associated with the landfill.
4.5 Surface Water Analytical Data
Surface water samples were collected from the four designated sample locations illustrated on Figure 1. Horse
Creek located west of the landfill is a stream classified by NCDEQ as a WSII, Water Supply. Laboratory analysis of
the samples collected were compared to their respective 15A NCAC 02B (revised 7-26-2021) water quality
standards for class WS surface waters (213 Standards). Table 6 provides a summary of constituents detected
during the April 2023 monitoring event. The following constituents were detected at concentrations greater than
their respective 2B Standards during the April 2023 event:
April 2023 Surface Water Sampling Event
Constituent Concentration Detected Greater Than 02B Standards
Sample ID
Detected Constituents Above NCAC 213 Standards
It is noted that 1,4-Dioxane was detected at surface water sample location SW-1 and SW-3 at concentrations of
2.86 pg/L and 2.98 pg/L, respectively. These concentrations are greater than the corresponding North Carolina In -
Stream Target Value for Surface Waters set at 0.35 pg/L for Class WS (I-V) surface waters; however, no 2B
Standard currently exists.
4.6 Quality Control
Quality assurance and quality control of field sampling methods and analytical test methods were assessed by
collecting and analyzing one duplicate sample, one equipment blank sample, and one trip blank sample. The
duplicate and equipment blank samples were analyzed for Appendix I constituents by the same methods and for
the same target constituents as the record samples. Duplicate sample analysis documents the consistency of field
sampling methods and the consistency of laboratory testing between samples. Equipment blank sample analysis
documents the quality of sampling equipment and decontamination procedures used to reduce the potential of
cross -contamination or carry-over effects from sampling equipment used on -site. The trip blank is analyzed for
VOCs to document the effect of external conditions on samples/sample containers during lab pack preparation
and transportation to and from the site.
The concentrations of Appendix I VOCs and inorganic compounds detected in the record and in the duplicate
samples collected from monitor well MW-18 were within an acceptable tolerance level and indicate a suitable
replication of results from the test procedures. No targeted constituents were detected at concentrations above
July 14, 2023 15

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills .�
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
their respective laboratory method detection limits in the equipment blank sample. In the trip blank sample, no
targeted constituents were detected above their respective laboratory MDLs.
Some technical limitations exist in the laboratory's reporting of MDLs. MDLs for some VOCs and some inorganic
constituents are above the applicable standards. The MDL for vinyl chloride (0.500 pg/L) and vanadium (0.630
pg/L) in groundwater are greater than the 2L Standard of 0.03 pg/L for vinyl chloride and the GWPS of 0.3 pg/L for
vanadium. Therefore, vinyl chloride and vanadium may have been present at concentrations above their
respective 2L Standard/GWPS, but were reported as being below their respective MDLs.
5.0 Discussion of Results
Moore County continues with assessment monitoring at the C&D Landfill. Monitored Natural Attenuation (MNA)
is the selected groundwater remedy for the closed MSW landfill monitoring. MNA "Performance Monitoring"
continues at MSW wells and select C&D wells.
Analytical results of the April 2023 sampling event were generally consistent with prior monitoring data, which
demonstrated groundwater near the Moore County Landfill had been impacted by a release of waste constituents
from the facility. Benzene and vinyl chloride in the vicinity of the MSW landfill generally exhibit trends of stable or
declining concentrations over time, with a few exceptions. Concentrations of these constituents are not increasing
immediately down -gradient of the source area. The sample size of the groundwater data set for 1,4-dioxane is
currently insufficient for reliable trend analysis. Based on historic groundwater analytical data and estimated
groundwater flow directions, vinyl chloride and 1,4-dioxane detected at monitoring well MW-18, down -gradient
of the C&D landfill, likely originated from the MSW landfill. For the eight sampling events conducted following
installation of monitoring well MW-18, benzene has been detected three times at concentrations greater than the
2L Standard. Benzene was detected at an estimated concentration at MW-18 less than the 2L Standard during
April 2023 event. Due to prior exceedances of the 2L Standard for benzene at monitoring well MW-18,
concentration trends over time will be examined during each subsequent monitoring event, to better understand
the extent of benzene, west of the C&D landfill. Monitoring well MW-19, installed immediately down -gradient of
monitoring wells MW-18, has now been sampled six times for the full Appendix II constituent list, to establish a
baseline for this well. The detection of 1.15 pg/L benzene during the April 2023 sampling event marked the first
detection of benzene at a concentration of, greater than the 2L Standard at well MW-19. Analytical results for
verification sampling performed on June 29, 2023, reported benezne as less than 0.150 pg/L. Based on verification
sampling analytical results, benzene is not listed as a 2L Standard exceedance at well MW-19, for this water quality
monitoring event.
During this monitoring event, 1,4-dioxane was detected in groundwater samples obtained from multiple MSW
and C&D monitoring wells. By comparison, montirong wells MW-8, MW-9 and MW-14, located immediately
down -gradient of the MSW landfill have reported the highest 1,4-dioxane concentration for the site. 1,4-dioxane
was detected at monitoring well MW-19 at concentration greater than the 2L Standard, at a point near the
facility's western property line. For the six sampling events completed to date at monitoring well MW-19, three
events reported 1,4-Dioxane concentrations above the 2L Standard.
In consideration of the VOC concentration trends over time, Moore County plans to continue Assessment
Monitoring for the C&D landfill and MNA monitoring of the closed MSW landfill; unless evidence of increasing
July 14, 2023 16

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills �r
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
VOCs concentrations are confirmed or unless Moore County is directed by NCDEQ to proceed to the alternate
groundwater remedy. Moore County proactively evaluated options for alternate groundwater corrective actions
that may be appropriate for the CAP contingency plan, including options that would aid in the management of
landfill gases, which can contribute to groundwater exceedances.
Moore County previously initiated addition of clean fill soils to certain low areas on the MSW cover system, to
improve surface drainage and minimize temporary ponding of water. Reduced infiltration of precipitation should
reduce generation of landfill gases, and transfers of vapor phase constituents to underlying groundwater. Also, a
pilot test involving installation and monitoring of two new passive landfill gas vents, was initiated in June 2022.
Additional landfill gas data is being collected to assess a potential to enhance management of landfill gases in the
vicinity of monitoring well MW-15R, by installing passive vents that tap into transmissives vadose sandy sediments
forming a narrow partition between two MSW landfill units. Both new passive vent wells emit high concentrations
of methane gas. Landfill gas monitoring for the pilot test is ongoing.
6.0 References
Department of Environment and Natural Resources, Division of Water Quality, 75A NC Administrative Code
Subchapter 2B .0200 Classifications and Water Quality Standards Applicable to Surface Waters and Wetlands of NC,
November 2019. Surface Water Standards Tables updated 06-10-2019.
Department of Environment and Natural Resources, Division of Water Quality, 75A NC Administrative Code
Subchapter 2L .0200 Groundwater Quality Standards, April 2022.
Department of Environment and Natural Resources, Division of Waste Management, 75A NC Administrative Code
Subchapter 13B .1634(h) Solid Waste Groundwater Protection Standard, Solid Waste Management Rules, November
2004.
Golder Associates NC, Inc. (Golder), Alternate Source Demonstration for Active C&D Landfill, Moore County
Construction and Demolition Landfill, NC SWP# 63-01, Submitted to NC DEQ: February 28, 2017.
Golder Associates NC, Inc. (Golder), Assessment Monitoring Work Plan, Moore County Construction and
Demolition Landfill, NC SWP# 63-01, Submitted to NC DEQ: January 5, 2018.
Golder Associates NC, Inc. (Golder), Corrective Action Evaluation Report, Moore County Landfill, NC SWP# 63-01,
Submitted to NC DENR: May 15, 2012.
Golder Associates NC, Inc. (Golder), Groundwater Corrective Action Evaluation Report, Moore County Landfill, NC
SWP# 63-01, Submitted to NC DEQ: October 16, 2017.
Golder Associates NC, Inc. (Golder), Groundwater Corrective Action Milestone Schedule, Moore County Closed MSW
Landfill, NC SWP# 63-01, Submitted to NC DEQ: January 31, 2018.
July 14, 2023 17

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills �r
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
Golder Associates NC, Inc. (Golder), Landfill Gas Remediation Plan, Moore County Closed MSW Landfill, NC SWP#
63-01, Submitted to NC DEQ: January 31, 2018.
Golder Associates NC, Inc. (Golder), Request for Extension, Moore County Landfill, NC SWP# 63-01, Submitted to
NC DEQ: December 6, 2017.
Golder Associates NC, Inc. (Golder), Request for Monitored Natural Attenuation Parameter Modification, Moore
County Landfill, NC SWP# 63-01, Submitted to NC DENR: January 22, 2008.
Golder Associates NC, Inc. (Golder), Response to Letters Received from NC DEQ Dated September 28, 2077, Moore
County Landfill, NC SWP# 63-01, Submitted to NC DEQ: October 26, 2017.
Golder Associates NC, Inc. (Golder), Second Semi -Annual Water Quality Monitoring Report, Moore County Landfill,
NC SWP# 63-01, Submitted to NC DEQ: March 29, 2017.
Golder Associates NC, Inc. (Golder), Water Quality Monitoring Plan, Moore County Landfill, NC SWP# 63-01,
Submitted to NC DEQ: Submitted to NC DEQ: December 10, 2019.
HDR Engineering, Inc. of the Carolinas (HDR), Addendum to Plan to Address Potential Contamination, Moore
County Landfill, NC SWP# 63-01, Submitted to NC DENR: March 20, 2000.
HDR Engineering, Inc. of the Carolinas (HDR), Assessment of Corrective Measures Report, Moore County Landfill, NC
SWP# 63-01, Submitted to NC DENR: July 29, 2005.
HDR Engineering, Inc. of the Carolinas (HDR), Phase I Environmental Assessment, Moore County Landfill, NC SWP#
63-01, Submitted to NC DENR: November 30, 1999
HDR Engineering, Inc. of the Carolinas (HDR), Water Quality Monitoring Plan, Moore County Landfill, NC SWP# 63-
01, Submitted to NC DENR: July 20, 2006.
Joyce Engineering, Inc., Contingency Plan Update and Implementation Plan - Revised, Moore County Landfill, NC
SWP# 63-01, Submitted to NC DENR: May 16, 2013.
North Carolina Department of Environment, Health, and Natural Resources (NC DEHNR), Division of Solid Waste
Management, Water Quality Monitoring at Moore County Sanitary Landfill, Moore County Landfill, NC SWP# 63-
01, NC DEHNR to Moore County: January 23, 1996.
North Carolina Department of Environment and Natural Resources (NC DENR), Division of Waste Management,
Request for Monitored Natural Attenuation Parameter Modification, Moore County Landfill, NC SWP# 63-01, NC
DENR to Moore County: April 18, 2008.
North Carolina Department of Environmental Quality (NC DEQ), Solid Waste Section, Division of Waste
Management, Alternate Source Demonstration, Moore County Construction and Demolition Landfill, NC SWP# 63-
01, NC DEQ to Moore County: September 28, 2017.
July 14, 2023 18

Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Closed MSW and Active C&D Landfills
Aberdeen, North Carolina
S&ME Project No. 4358-20-043A, Task 05
s
North Carolina Department of Environmental Quality (NC DEQ), Solid Waste Section, Division of Waste
Management, Groundwater Corrective Action and Landfill Gas Corrective Action, Moore County Closed MSW
Landfill, NC SWP# 63-01, NC DEQ to Moore County: September 28, 2017.
North Carolina Department of Environmental Quality (NC DEQ), Solid Waste Section, Division of Waste
Management, Groundwater Corrective Action Milestone Schedule, Moore County Closed MSW Landfill, NC SWP#
63-01, NC DEQ to Moore County: February 13, 2018.
July 14, 2023 19

TABLE 1
Active Monitoring Well Construction Information
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, NC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
MW-1
OR
06/05/87
&
508605.64
1854636.41
Ground Surface
Elevation
390.70
Measuring Point
Elevation
392.87
Total Well
r-
20
Well
Depthinates
370.70
Di:ete
2
Interval
6.97 - 17.07
Interval
383.73 - 373.63
Geology of Screened Interval
Sand
Monitored Landfill Unit
MSW Landfill
MW-2
06/06/87
508508.07
1853819.73
373.39
375.50
20
353.39
2
7.52-17.77
365.87 - 355.62
Sand
MSW Landfill
MW-3
06/06/87
508781.79
1852845.34
362.00
363.82
16.5
345.50
2
5.75 - 15.88
356.25 - 346.12
Sand and Silty Clay
MSW Landfill
MW-4
06/06/87
509793.80
1853641.22
363.40
366.19
15
348.40
2
4.28 -14.09
359.12 - 349.31
Sand and Silty Clay
C&D Landfill
MW-5
06/06/87
510970.55
1853091.84
384.06
386.61
20
364.06
2
6.96-17.21
377.10 - 366.85
Sand and Clayey Sand
Background
MW-6
03/06/95
510385.96
1853881.79
403.50
405.86
20
383.50
2
5.00 - 20.00
398.50 - 383.50
Sand to Silty Sand
MSW Landfill
MW-7
03/06/95
509783.24
1853820.43
399.20
402.01
20
379.20
2
4.00 - 19.00
395.20 - 380.20
Sand, Silt, Silty Sand, Clay
MSW Landfill
MW-8
03/06/95
509384.99
1853844.10
395.20
397.85
20
375.20
2
5.00 - 20.00
390.20 - 375.20
Sand, Silt, Silty Sand, Clay
MSW Landfill
MW-9
03/06/95
508964.80
1854268.28
403.70
406.06
30
373.70
2
15.00 - 30.00
388.70 - 373.70
Silty Sand
MSW Landfill
MW-11SR
06/01/18
510452.38
1852905.36
383.41
386.13
28
355.41
2
18.00 - 28.00
358.13 - 368.13
Clayey Sand
C&D Landfill
MW-11DR
05/31/18
510453.00
1852911.56
383.41
386.36
44
339.41
2
34.00 - 44.00
342.36 - 332.36
Sand
C&D Landfill
MW-13SR
06/24/20
509541.34
1853156.68
383.87
386.57
20
363.87
2
10.00-20.00
373.87 - 363.87
Sand
C&D Landfill
MW-13SD
O6124120
509549.23
1853164.04
383.31
385.99
40
343.31
2
30.00-40.00
353.31-343.31
Sand/Clay
C&D Landfill
MW-14
09/16/96
510056.32
1853641.99
397.88
400.58
20
377.88
2
5.00 - 20.00
392.88 - 377.88
Sand to Silty Sand
Upgradient of C&D Landfill
MW-15
09/19/96
510597.22
1854401.13
429.31
431.10
35
394.31
2
20.00 - 35.00
409.31 - 394.31
Sand to Silty Sand
MSW Landfill
MW-15R
05/29/18
510589.03
1854391.51
428.81
431.48
47
381.81
2
37.00 - 47.00
384.48 - 374.48
Sand
MSW Landfill
MW-17S
05/31/18
509704.03
1852096.70
371.45
374.16
18
353.45
2
8.00 - 18.00
363.45 - 353.45
Sand
C&D Landfill
MW-17D
06/01/18
509693.71
1852101.52
372.05
374.56
34
338.05
2
29.00 - 34.00
343.05 - 338.05
Clay/Sandy-Clay
C&D Landfill
MW-18
06/04/18
509369.85
1852249.28
365.35
368.50
13
352.35
2
5.00 - 13.00
360.35 - 352.35
Gravelly Sand, Sand, Sandy Clay
C&D Landfill
MW-19
06/25/20
509324.26
1852158.78
363.95
366.67
13
350.95
2
5.00-13.00
358.95 - 350.95
Sand
C&D Landfill
GP-10R
O6/25/20
508889.16
1855952.87
431.90
434.21
15
416.90
2
5.00-15.00
426.90 - 416.90
Sand
MSW Landfill
GP-13R
05/31/18
509405.06
1852208.08
367.1
370.29
10
357.10
2
3.00-10.00
364.10 - 357.10
Sand
C&D Landfill
GP-14R
05/30/18
509680.01
1852109.63
372.05
374.78
10
362.05
2
3.00 - 10.00
369.05 - 362.05
Clayey Sand to Sand
C&D Landfill
GP-15R
06/04/18
510038.89
1852041.09
364.85
367.73
10
354.85
2
3.00 -10.00
361.85 - 354.85
Sandy Clay, Gravelly Sand
C&D Landfill
GP-19
06/25/20
510494.25
1853794.49
397.08
399.33
10
387.08
2
5.00-10.00
393.08 - 387.07
Sand
MSW Landfill
Notes:
1.) ft AMSL = feet above mean sea level
2.) ft BGS = feet below ground surface
3.) Well construction information for monitoring wells MW-1 through MW-16S/D collected from boring logs and well construction records from HDR Engineering, Inc. of the
Carolinas July 2006 Water Quality Monitoring Plan. TOC and Ground Elevations are taken from the July 2005
Assessment of Corrective Measures Report and/or well records where available.
4) Well construction information for monitoring well MW-19 obtained from boring logs and well construction records from Golder, Inc.
5) shaded cells denote abandoned wells
MUK-M

TABLE 2
Groundwater Elevation Data
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, INC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project Number 4358-20-043A
'
.
=W-19
Well ID -�
JMeasurement
W
MW-13SR
TOC ElevatiV3761MMr"Wr'
(ft AMSL)
Date GWE B�E
(ft AMSL) (ft)
r r mm®mm®
Dj�r
(ft AMSL) (ft)
38=■
GWE
(ft AMSL) (ft)
386.57 385.99 ■
�R`WE DTW GWE DTVG7���CWE
(ft AMSL) (ft) (ft AMSL) (ft)
®mm
(ft AMSL) (ft)
M®'r
Ili,
(ft AMSL) (ft)
M®r'
VE DTWMMM
(ft AMSL) (ft)
M
VE DT��t
(ft AMSL) (ft)
M
WE now
(ft AMSL)
M
-6kkground
MI
Closed MSW Groundwater Monitoring Ne
Well ID
.
=am
_
MW-6 No MW-7
TOC ElevatAMSLio
(ft AMSL)
—
Measurement Date
E
GWE DW�E—OWE
IW75.50 ,�
GWE DTWO
I , 402.01 ,
WE DTW �—FGWE DTVMP%WE
W06.06�� 431.38
GWE DTW — GWE DTW
(ft AMSL) (ft)
MM
(ft AMSL) (ft)
,,
(ft AMSL) (ft)
MGM
ft AMSL) (ft) (ft AMSL) (ft) (ft AMSL) (ft)
®mm
(ft AMSL) (�ft (ft AMSL) (ft) (ft AMSL) (ft)
M �
Notes:
1.) ft AMSL = feet above mean sea level 5) NM = not measured
2.) TOC = top of casing
3.) GWE = Groundwater Elevation (calculated)
4.) DTW = Depth to Water

TABLE 3 a
Groundwater Field Parameter Data '
Water Quality Monitoring Report, April 2023 Monitoring Event -�
Moore County Landfill, NC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina I I
S&ME Project No. 4358-20-043A
Notes:
1.) mg/L = milligrams per liter
2.) ND = not detected at or above the laboratory reporting limit 8) NS = Not Sampled
3.) NM = not measured
4.) pS/cm = microseimens per centimeter
5.) NTU = Nephelometric Turbidity Units
6.) S.U. = Standard Units
7.) Samples collected using low -flow purge and sample techniques (when possible).
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TABLE 4
Groundwater Conductivities, Gradients and Calculated Flow Velocities
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, NC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project Number 4358-20-043A
Cond.Well Hydraulic
ID (ft/day) Meir
MW-1 1.6E+01 35%
.
(ft/ft)
0.025
431
MW-2
1.6E+01
35%
0.024
396
MW-3
3.4E+00
35%
0.037
130
MW-4
7.7E+00
35%
0.013
105
MW-5
7.1 E+00
35%
0.018
130
MW-6
9.8E+00
35%
0.018
188
MW-7
8.4E-01
35%
0.022
19
MW-8
1.8E+01
35%
0.009
178
MW-9
4.2E+01
35%
0.013
551
MW-14
8.8E+00
35%
0.023
210
MW-15R
4.8E+00
35%
0.018
90
Mean Values =
1.75E+01
35%
0.020
221
Notes:
(1) Hydraulic Conductivity was calculated from slug tests performed by HDR
(2) Effective porosity is an estimated value, actual values will vary
(3) Hydraulic gradient calculated by measuring linear feet along a line between selected monitor well and contour line.
(4) Seepage velocity v = (K*i)/ne
(5) WNM = Well Not Monitored During This Event
T:\G,e.n bor,1580\Proje ts\ 020\4358-20-043A Moore County Routine LFG BWQ Monitoring\Phase 05 - Semi -Annual WQ Monitoring 2022-02023\2023 Sp mq\Draft Report and Tabl.s 023_Sprinq_Tabl. With Verification Samplinq_EH2..,,. 7/14/2023

TABLE 5
Groundwater Analytical Results (Detected Constituents)
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, NC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
WD.I.eted
Constituent/Parameter
Arsenic
F
3.00
GWPS
I
10 NO
0.930 J
5.90
NO
Active
8.39
C&D Monitoring
NO
Wells
NO
1.55 J
rification
ANR NO
:•
Performance
NO
Wells
4.95
NS
Closed
NS
MSW Monitoring
NS
Wells & MNA
10.3
Performance
3.42
Monitoring
7.77
jWelln
INIMM
37.9 7.98
NS
Barium
5.00
700 65.3
50.0
25.5
47.1
38.3
109
11.5
84.1
ANR 63.9
5.70
62.2
NS
NS
NS
32.2
25.4
47.9
92.6
28.3
NS
Cadmium
0.500
2 NO
NO
NO
NO
NO
NO
ND
NO
ANR NO
NO
NO
NS
NS
NS
NO
NO
0.0800 J
NO
NO
NS
Chromium
5.00
10 ND
NO
2.48 J
NO
NO
NO
NO
NO
ANR NO
1.37 J
NO
NS
NS
NS
ND
NO
2.64 J
ND
NO
NS
Cobalt
0.500
1 1.01
0.880
0.680
1.16
NO
1.30
ND
0.225 J
ANR 0.245 J
NO
NO
NS
NS
NS
NO
NO
NO
ND
NO
NS
Copper
5.00
1000 NO
NO
NO
NO
NO
NO
NO
NO
ANR NO
1.82 J
NO
NS
NS
NS
NO
NO
NO
NO
NO
NS
Lead
2.50
15 0.260 J
NO
NO
NO
ND
1.37 J
NO
NO
ANR NO
0.435 J
NO
NS
NS
NS
NO
NO
0.820 J
NO
NO
NS
Nickel
5.00
100 NO
0.500 J
0.965 J
NO
0.500 J
1.38 J
NO
0.470 J
ANR 0.840 J
NO
NO
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
Vanadium
10.0
0.3 NO
NO
2.12 J
NO
NO
NO
2.02 J
NO
ANR NO
NO
0.960 J
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
Zinc
20.0
1,000 NO
NO
3.55 J
NO
NO
NO
NO
NO
ANR NO
NO
NO
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
Iron
100
300 NO
90,900
90,600
12,500
132,000
39.3 J
107
37,100
ANR 1,360
177
137,000
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
Manganese
5.00
50 35.6
160
712
127
161
25.1
2.23 J
130
ANR 82.1
NO
419
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
Acetone
25.0
6,000 NO
NO
NO
NO
NO
NO
NO
15.4 J
NO NO
NO
NO
NS
NS
NS
ND
676
35.5
NO
NO
NS
Benzene
1.00
1 NO
1.34
0.301 J
0.262 J
1.27
NO
NO
0.475 J
NO 1.15
NO
1.51
NS
NS
NS
1.96
0.547 J
1.21
2.44
0.395 J
NS
Chlorobenzene
1.00
50 NO
0.884 J
0.711 J
0.412 J
2.97
NO
ND
0.329 J
NO 0.217 J
NO
0.992 J
NS
NS
NS
0.512 J
0.296 J
1.02
6.35
0.243 J
NS
1,2-Dichlorobenzene
1.00
20 NO
NO
NO
NO
0.632 J
NO
NO
NO
NO NO
NO
NO
NS
NS
NS
NO
NO
NO
NO
NO
NS
1,4-Dichlorobenzene
1.00
6 NO
1.15
NO
NO
1.54
NO
ND
NO
NO NO
NO
0.984 J
NS
NS
NS
NO
NO
NO
1.69
NO
NS
cis-1,2-Dichloroethene
1.00
1 70 ND
1.51
0.322 J
0.493 J
0.876 J
NO
NO
0.985 J
ND 0.253 J
NO
0.896 J
NS
NS
NS
0.972 J
0.212 J
NO
0.695 J
0.642 J
NS
Toluene
1.00
600 NO
NO
NO
NO
ND
NO
ND
NO
NO 0.531 J
NO
ND
NS
NS
NS
0.499 J
NO
NO
NO
NO
NS
Vinyl chloride
1.00L4,000
0.03 NO
1.11
ND
NO
1.58
NO
NO
NO
NO NO
NO
1.59
NS
NS
NS
0.759 J
2.78
NO
NO
NO
NS
1,4-Dioxane
0.500
3 NO
3.17
7.41
4.53
15.3
NO
8.58
10.6
ANR 6.79
NO
3.43 J
NS
NS
NS
0.606
1.26
9.17
47.5
NO
NS
2-Butanone
25.0
ND
ND
ND
ND
ND
NO
ND
NO
ND ND
NO
ND
NS
NS
NS
ND
6.13 J
ND
ND
ND
NS
gamma-BHC (Lindane)
0.05000.03
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.00171 Jp
ND ND
NO
ND
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
Tetrahydrofuran
5.002,000
NO
3.02 J
ND
ND
6.41
NO
ND
3.29 J
ND ND
NO
4.16 J
NS
NS
NS
NS
ANR
ANR
ANR
ANR
NS
Sulfide
now-
0.806
NA NO
NO
NO
NO
ND
NO
Monitored
ND
Natural
NO
Attenuation Parameters
ANR ND
ND
ND
NS
NS
now",
NS
ND
NO
ND
-M
0.966
NO
NS
Chloride
0.500
NA 5.21
18.1
14.2
9.07
65.1
4.15
1.50
35.8
ANR 29.3
0.478 J
18.3
NS
NS
NS
6.91
8.36
20.5
138
1.88
NS
Nitrate as N
0.100
NA 0.596
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR ANR
0.138
NO
NS
NS
NS
NO
NO
NO
NO
NO
NS
Total Dissolved Solids
50.0
NA 138
316
230
112
368
140
202
506
ANR 340
84.0
444
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
Sulfate as SO4
1.00
NA 0.952 J
6.83
31.8
8.64
2.79
3.10
26.7
42.4
ANR 30.4
3.40
9.35
NS
NS
NS
11.9
NO
0.807 J
NO
6.66
NS
Total Alkalinity as CaCO3
5.00
NA NO
268
93.8
32.9
266
3.24 J
110
299
ANR 148
9.90
539
NS
NS
NS
179
153
173
874
84.8
NS
Total Organic Carbon
1.00
NA 0.887 J
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR ANR
7.51
14.4
NS
NS
NS
6.72
14.0
17.5
40.8
1.58
NS
Nitrate/Nitrite as N
0.100
NA 0.596
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR ANR
0.138
NO
NS
NS
NS
NO
NO
NO
NO
NO
NS
Methane
5.00
NA NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR ANR
NO
4.6
NS
NS
NS
7.03
8.65
6.44
3.3
2.02
NS
Carbon dioxide
12
NA 22.2
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR ANR
13
265
NS
NS
NS
224
183
172
208
141
NS
Ferrous Iron (Field Measure)
1
NA ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR ANR
NO
7.0
NS
NS
NS
1 7.0
7.0
1 2.5
7.0
7.0
1 NS
Notes:
1.) ug/L = Micrograms per liter
2.) NO = Not detected at the stated reporting limit
3.) NA = Not Applicable
4.) J = Estimated concentration reported below Solid Waste Section Limit
5.) ANR = Analysis Not Requested
6.) Bold and highlighted in yellow = Concentration above the current 15A NCAC 02L Groundwater Standard, 15A NCAC 2L IMAC Groundwater Standard, or NC Solid Waste Section Groundwater Protection Standards (GWPS)
7.) NS = Not Sampled
8.) PQL = Practical quantitation limit - lab specific limit
9.) MDL = Method Detection Limit
10.) D = Sample was analyzed at dilution.
11.) p = The % RPD between the primary and confirmation column/detector is >40%. The lower value has been reported.
12.) Duplicate sample collected at MW-18
13) On June 29, 2023 well MW-19 was resampled to verify the detection of Benzene. A record and duplicate sample were obtained. Analytical results report no detections of Appendix I VOCs.
TAGreensbo-0%-j-20k358-20-3A Moose County Rood,, LFG& WO 05-S--Annual W0 Mon1-ing 2022-02G23=3 Spring%!),% Report d Table=23_SpMng_Tab1es_WItl, V flcaOon-pling_EH2.- Page 5 of

TABLE 6
Surface Water Monitoring Analytical Results (Detected Constituents)
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, NC Solid Waste Permit No. 63-01
S&ME Project Number 4358-20-043A
Method
15A NCAC 213 Surface Water Standards Upstream
Downstream
Detected Constituent
Reporting
Sample
Detection
NC
Units
Date
Standard Acute* Chronic* SW-2
SWA
SW-3
SW-4
Limit
Protective
Notes:
1.) MDL = Method Detection Limit
2.) ug/L = micrograms per liter
3.) ND = Not detected at or above MDL
4.) J = Estimated value
5.) -- = Not applicable
6.) Shaded = Constituent exceeds applicable 15A NCAC 02B Surface Water Standard
7.) Blanks = Field, trip and method blanks
8.) Surface Water Standards based on WS-II, High Quality Water Classification for Horse Creek and its tributary per 15A NCAC 02B.
9.) SW Standard for lead is a Narrative Standard per 15A NCAC 02B .0211
10.) Upstream and downstream designations based on inspection of site conditions and flow regimes relative to waste management units.
11.) For standards based on hardness dependent calculations, acute and chronic values shown are based on a worse -case 25 mg/L hardness
12.) NC Protective values are listed within 15A NCAC 02B, but they are not 2B Standards

Appendices

Appendix I -Sampling Forms

Project Name:
Project Location:
Project Number:
Moore County Landfill
456 Turning Leaf Way Aberdeen, NC
4358-20-043A Phase 05
tS\
Purge Date:
f
April 11, 2022
Source Well:
MW-4
Purge Time:
90 Minutes
Locked?:
Yes
Sample Date:
April 11, 2022
Sampled By:
James Waters
Sample Time:
10:00
Weather:
Sunny
I
Air Temp:
40° F
Water Level & Well Data
We Purging Information
Field Parameters (Taken at time intervals >_ 5 minutes an purge volumes >_ 1 low -through cell volume)
Final: 09:55
2.4
100
5.09 14.8
5.9
43
7.0
233
32.3 End of Purging
Sample Method: Peristaltic Pump
Sample Start Time: 10:00
Sample End Time: 10:35
Analytical Data
Name
(1) James Waters
Signature
�6�
a •
�� /7� /�
�" /( a `" "'�'
4/11/2023
Notes: To convert OFF to Eh, add 205 mV to ORP. *Took a ferrous iron reading at MW-4. Ferrous Iron reading is non -detect. *Unable to lower turbidity to <10 NTU.
Ed Henriques gave permission to sample.
Measuring Point:
Top of Casing
Depth to Water:
5.06
ft-TOC
Total Well Depth:
16.55
ft-TO
Height of Water Column:
11.49
feet
Screen Length: 10 feet Stickup:
2.7
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
1.9
Gal
3 *Well Volume
5.63
Gal
5 *Well Volume
9.38
Gal
Purge Method:
Peristaltic Pump
Start Time:
8:25
End Time:
9:55
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
11.5
ft-TOC
Water Column Above Pump Intake:
6.44
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
6.67
ft-TOC
Comments:
Final Volume Purged:
2.4
Gallons
Used YSI Pro Plus
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(p5/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
08:25
0.0
---
---
---
---
---
---
---
Start Purging
08:30
0.1
100
5.09
12.8
6.0
42
8.4
193
38.5
08:35
0.3
100
5.09
12.9
6.0
40
8.0
200
36.0
08:40
0.4
100
5.09
13.3
5.9
39
7.4
209
35.3
08:45
0.5
100
5.09
13.6
5.9
38
7.4
210
39.6
08:50
0.7
100
5.09
14.0
5.9
38
7.1
213
41.8
08:55
0.8
100
5.09
14.0
5.9
38
7.4
213
46.2
09:00
0.9
100
5.09
14.0
5.9
38
7.3
215
41.2
09:05
1.1
100
5.09
14.1
5.9
39
7.6
222
38.2
09:10
1.2
100
5.09
14.2
5.9
39
8.0
223
40.0
09:15
1.3
100
5.09
14.4
5.9
40
8.1
228
36.9
09:20
1.5
100
5.09
14.5
5.9
41
8.2
229
36.0
0925
1.6
100
5.09
14.6
5.9
41
8.1
230
38.5
09:30
1.7
100
5.09
14.6
5.9
42
8.1
230
36.9
09:35
1.8
100
5.09
14.7
5.8
42
8.1
229
38.0
09:40
2.0
100
5.09
14.8
5.8
43
7.7
231
36.3
09:45
2.1
100
5.09
14.8
5.8
43
8.2
233
32.5
09:50
2.2
100
5.09
14.8
5.9
43
8.1
233
33.5
09:55
2.4
100
5.09
14.8
5.9
43
7.0
233
32.3
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
3,3,3
40mL VOAs
HCI
2320B-Alkalinity
1
250mL P
Unpreserved
353.2 N+N; Nitrate Calc/Nitr: Nitr.
1,1
250mL P
H2SO4/Unpreserved
3000RGFM 28D-Chloride and Sulfde
1
125mL P
Unpreserved
SM4500 S2 F-Sulfide
2
250mL P
Zinc Acetate+NaOH
2540C Calcd-TDS
1
1L P
Unpreserved
eozoa-n.t Metal:+Fe+MN �a�oa-ey
1
250mL P
HNO3
RSK 175 CO2/9060A TOC
3,2
40mL VOAs
H25O4/Unpreserved
Form Revision Date: 2/12/18 16:00

•1A
a 1111USITECU10111111U I 10 LCA 1•
Moore County Landfill
456 Turning Leaf Way Aberdeen, NC
4358-20-043A Phase 05 Purge Date: April 11, 2023
Project Name:
Project Location:
Project Number:
Source Well:
MW-5
Purge Time:
30 Minutes
Locked?:
Yes
Sample Date:
April 11, 2023
Sampled By:
James Waters
Sample Time:
11:25
Weather:
Sunny
Air Temp:
55° F
Water Level & Well Data
We Purging Information
Field Parameters (Taken at time intervals 2:S minutes an purge volumes >_ 1 ow -through cell volume)
Final: 11:20 0.8 100 9.51 15.7 4.8 50 4.9 345 0.3 End of Purging
Sample Method: Peristaltic Pump Sample Start Time: 11:25 Sample End Time: 12:00
Analytical Data
Name Signature Date
(1) James Waters �. W 4/11/2023
Notes: To convert ORP to Eh, add 205 mV to ORP. *Took a ferrous iron reading at MW-5. Ferrous Iron reading is non -detect.
Form Revision Date: 2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
9.50
ft-TOC
Total Well Depth:
19.85
ft-TOC
Height of Water Column:
10.35
feet
Screen Length: 10 feet Stickup:
2.6
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
1.7
Gal
3 *Well Volume
5.07
Gal
5 *Well Volume
8.44
Gal
Purge Method:
Peristaltic Pump
Start Time:
10:50
End Time:
11:20
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
15.0
ft-TOC
Water Column Above Pump Intake:
5.50
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
10.88
ft-TOC
Comments:
Final Volume Purged:
0.8
Gallons
Used YSI Pro Plus
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(NS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
10:50
0.0
---
---
---
---
---
---
---
---
Start Purging
10:55
0.1
100
9.51
16.0
4.7
48
5.2
288
1.16
11:00
0.3
100
9.51
15.9
4.6
48
5.3
305
1.34
11:05
0.4
100
9.51
15.9
4.5
51
5.0
321
0.51
11:10
0.5
100
9.51
15.8
4.6
51
5.0
332
2.19
11:15
0.7
100
9.51
15.8
4.7
50
4.8
341
0.76
11:20
0.8
100
9.51
15.7
4.8
50
4.9
345
0.31
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
°=°°°ryM�°°�^�°�•�^�� P���»,E�..°..M^^
3,3,3
40mLVOAs
HCI
2320B-Alkalinity
1
250mLP
Unpreserved
353.2N+N; Nitrate Calc/Nitr.-Nitr.
1,1
250mLP
H2SO4/Unpreserved
3000RGFM 28D-Chlorideand Sulfide
1
125mLP
Unpreserved
SM4500 S2 F-Sulfide
2
250mL P
Zinc Acetate+NaOH
2540C Calcd-TDS
1
1 L P
Unpreserved
Bozos-n.t Meta�s.Fe.MN �a�on He
1
250mL P
HNO3
RSK 175 CO2/9060A TOC
3,2
40mL VOAs
H2SO4/Unpreserved

Moore County Landfill
E
Project Name:
Project Location:
Project Number:
4358-20-043A phase 05
Purge Date:
April 11, 2023
Source Well:
MW-6
Purge Time:
35 Minutes
Locked?:
Yes
Sample Date:
April 11, 2023
Sampled By:
Gary
Simcox
Sample Time:
8:30
Weather:
Sunny
Air Temp:
40° F
Water Level & Well Data
We Purging Information
Field Parameters (Taken at time intervals >_ 5 minutes and purge volumes >_ 1 flow -through cell volume)
Final: 08:25 0.9
100 17.77 15.6
6.1
743 0.2
-122 8.0 End of Purging
Sample Method: Peristaltic Pump
Sample Start Time: 08:30
Sample End Time: 09:00
Analytical Data
Name
(1) Gary Simcox
Signature
Date
4/21/2023
Notes: I tested for Ferrous Iron using a HACH Model IR-18 (7.0 mg/L)
Form Revision Date:
2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
17.35
ft-TOC
Total Well Depth:
22.50
ft-TOC
Height of Water Column:
5.15
feet
Screen Length: 15 feet Stickup:
2.5
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
0.8
Gal
3 *Well Volume
2.52
Gal
5 *Well Volume
4.20
Gal
Purge Method:
Peristaltic Pump
Start Time:
7:50
End Time:
8:25
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
20.0
ft-TOC
Water Column Above Pump Intake:
2.65
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
18.01
ft-TOC
Comments:
Final Volume Purged:
0.9
Gallons
Used YSI Pro Plus,
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
07:50
0.0
---
---
---
---
---
---
---
---
Start Purging
08:00
0.3
100
17.68
14.2
6.2
728
2.0
-107
13.6
08:05
0.4
100
17.77
15.2
6.1
733
0.3
-114
12.0
08:10
0.5
100
17.79
15.3
6.1
737
0.3
-114
11.9
08:15
0.7
100
17.79
15.4
6.1
739
0.3
-112
10.6
08:20
0.8
100
17.77
15.6
6.1
742
0.2
-123
9.82
08:25
0.9
100
17.77
15.6
6.1
743
0.2
-122
10.0
8.00
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260B
SM 4500SD
8260 D-SIM
310.2
6010/6020/7470
415.1/9060
300.0/300.1/9056
RSK-175

•IM
1111USITECU10111111
Moore County Landfill
456 Turning Leaf Way Aberdeen, NC
•
Project Name:
Project Location:
Project Number:
4358-20-043A Phase 03
Purge Date:
April 11, 2023
Source Well:
MW-7
Purge Time:
35 Minutes
Locked?:
Yes
Sample Date:
April 11, 2023
Sampled By:
James Waters
Sample Time:
14:30
Weather:
Sunny
I Air Temp:
75° F
Water Level & Well Data
We Purging Information
Field Parameters (Taken at time intervals 2:S minutes an purge volumes >_ 1
ow -through cell volume)
Final: 14:25 0.8
50 16.63 19.0 5.9
279
1.3
-1 7.6
End of Purging
Sample Method: Peristaltic Pump Sample Start Time: 14:30
Sample End Time: 15:20
Analytical Data
(1) James Waters
c . w `��'�
4/11/2023
Notes: To convert ORP to Eh, add 205 mV to ORP. Began purging MW-7 at a rate of 50 mL per minute, due to the water level was dropping to fast during past
sampling events. *Took a ferrous iron readingat MW-7. Ferrous iron is 7.0 m L.
Form Revision Date:
2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
15.20
ft-TOC
Total Well Depth:
22.00
ft-TOC
Height of Water Column:
6.80
feet
Screen Length: 15 feet Stickup:
2.7
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
1.1
Gal
3 *Well Volume
3.33
Gal
5 *Well Volume
5.55
Gal
Purge Method:
Peristaltic Pump
Start Time:
13:50
End Time:
14:25
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
21.5
ft-TOC
Water Column Above Pump Intake:
6.30
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
16.78
ft-TOC
Comments:
Final Volume Purged:
0.8
Gallons
Used YSI Pro Plus
Final Volume Purge Rate:
50
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/Cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
13:50
0.0
---
---
---
---
---
---
---
---
Start Purging
14:00
0.1
50
15.51
19.5
5.7
295
0.9
3
18.3
14:05
0.2
50
15.78
19.3
5.7
283
1.1
2
13.4
14:10
0.4
50
16.08
19.2
5.8
281
1.2
3
9.43
14:15
0.5
50
16.23
19.0
5.7
279
1.3
1
15.1
14:20
0.7
50
16.45
19.0
5.9
279
1.3
0
9.75
14:25
0.8
50
16.63
19.0
5.9
279
1.3
-1
7.59
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
�a�soo���^^�°OjApp10OCsj��a�K„srm.-r°^•^^°�^�
3,3,3
40mL VOAs
HCI
2320B-Alkalinity
1
250mL P
Unpreserved
353.2N+N; Nitrate Calc/Nitr.-Nitr.
1,1
250mLP
H2SO4/Unpreserved
3000RGFM 28D-Chlorideand Sulfide
1
125mLP
Unpreserved
SM4500 S2 F-Sulfide
2
250mL P
Zinc Acetate+NaOH
RSK 175 CO2/9060A TOC
3,2
40mL VOAs
H2504/Unpreserved
60206-RCRA Metals 7470A-Hg
1
250mL P
HNO3

Moore County Landfill
456 Turning Leaf Way Aberdeen, NC
Project Name:
Project Location:
Project Number:
4358-20-043A phase 05
Purge Date:
April 11, 2023
Source Well:
MW-8
Purge Time:
85 Minutes
Locked?:
Yes
Sample Date:
April 11, 2023
Sampled By:
Gary Simcox
Sample Time:
15:00
Weather:
Sunny
Air Temp:
75° F
Water Level & Well Data
We Purging Information
Fie Parameters (Taken at time intervals >_ 5 minutes and purge volumes >_ 1 flow -through cell volume)
Final: 14:55 2.2
100 14.14 16.8
5.8
488 0.2
-43 24.3 End of Purging
Sample Method: Peristaltic Pump
Sample Start Time: 15:00
Sample End Time: 15:35
Analytical Data
Name
(1) Gary Simcox
Signature
Date
4/21/2023
Notes: I bypassed the flow cell for the first ten minutes because the purge water had a lot of black and gray silty sediment in it. I tested for Ferrous Iron using a
HACH Model IR-18 2.5 m L
Form Revision Date:
2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
13.94
ft-TOC
Total Well Depth:
22.00
ft-TOC
Height of Water Column:
8.06
feet
Screen Length: 15 feet Stickup:
2.6
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
1.3
Gal
3 *Well Volume
3.95
Gal
5 *Well Volume
6.58
Gal
Purge Method:
Peristaltic Pump
Start Time:
13:30
End Time:
14:55
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
17.0
ft-TOC
Water Column Above Pump Intake:
3.06
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
14.71
ft-TOC
Comments:
Final Volume Purged:
2.2
Gallons
Used YSI Pro Plus,
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
13:30
0.0
---
---
---
---
---
---
---
---
Start Purging
13:40
0.3
100
14.09
17.8
6.2
625
0.9
-107
45.0
13:45
0.4
100
14.16
17.3
6.1
302
1.0
-67
59.7
13:55
0.7
100
14.15
17.1
6.0
252
0.7
-34
51.9
14:05
0.9
100
14.16
16.8
5.9
349
0.5
-30
40.6
14:15
1.2
100
14.15
16.6
5.9
397
0.4
-32
33.6
14:25
1.5
100
14.13
16.9
5.9
458
0.3
-38
27.8
14:35
1.7
100
14.12
16.9
5.9
464
0.3
-39
28.0
14:45
2.0
100
14.13
16.8
5.9
472
0.2
-41
25.8
14:55
2.2
100
14.14
16.8
5.8
488
0.2
-43
24.3
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260B
SM 4500SD
8260 D-SIM
310.2
6010/6020/7470
415.1/9060
300.0/300.1/9056
RSK-175

Moore County Landfill
456 Turning Leaf Way Aberdeen, NC
E
Project Name:
Project Location:
Project Number:
4358-20-043A phase 11
Purge Date:
April 11, 2023
Source Well:
MW-9
Purge Time:
35 Minutes
Locked?:
Yes
Sample Date:
April 11, 2023
Sampled By:
Gary
Simcox
Sample Time:
12:30
Weather:
Sunny
Air Temp:
65° F
Water Level & Well Data
We Purging Information
Field Parameters (Taken at time intervals >_ 5 minutes and purge volumes >_ 1 flow -through cell volume)
Final: 12:25 0.9
100 23.31 18.9
6.4
2,239 0.2
-126 1.6 End of Purging
Sample Method: Bladder Pump
Sample Start Time: 12:30
Sample End Time: 13:05
Analytical Data
Name
(1) Gary Simcox
Signature
Date
4/21/2023
Notes: I tested for Ferrous Iron using a HACH Model IR-18 (7.0 mg/L)
Form Revision Date:
2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
23.28
ft-TOC
Total Well Depth:
32.00
ft-TOC
Height of Water Column:
8.72
feet
Screen Length: 15 feet Stickup:
2.3
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
1.4
Gal
3 *Well Volume
4.27
Gal
5 *Well Volume
7.12
Gal
Purge Method:
Peristaltic Pump
Start Time:
11:50
End Time:
12:25
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
28.0
ft-TOC
Water Column Above Pump Intake:
4.72
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
24.46
ft-TOC
Comments:
Final Volume Purged:
0.9
Gallons
Used YSI Pro Plus,
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
11:50
0.0
---
---
---
---
---
---
---
---
Start Purging
11:55
0.1
100
23.31
18.4
6.4
2,204
0.7
-119
4.10
12:00
0.3
100
23.31
18.7
6.4
2,230
0.4
-125
2.99
12:05
0.4
100
23.31
18.7
6.4
2,238
0.3
-126
2.26
12:10
0.5
100
23.31
18.8
6.4
2,237
0.3
-127
1.76
12:15
0.7
100
23.31
18.7
6.4
2,239
0.2
-126
1.95
12:20
0.8
100
23.31
18.8
6.4
2,237
0.2
-126
1.88
12:25
0.9
100
23.31
18.9
6.4
2,239
0.2
-126
1.61
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260B
SM 4500SD
8260 D-SIM
310.2
6010/6020/7470
415.1/9060
300.0/300.1/9056
RSK-175

•1A
a 1111USITECU10111111U I 10 LCA
Moore County Landfill
456 Turning Leaf Way Aberdeen, NC
4358-20-043A Phase 05
1•
Purge Date:
April 11, 2023
Project Name:
Project Location:
Project Number:
Source Well:
MW-11SR
Purge Time:
30 Minutes
Locked?:
Yes
Sample Date:
April 11, 2023
Sampled By:
James Waters
Sample Time:
12:50
Weather:
Sunny
Air Temp:
65° F
Water Level & Well Data
We Purging Information
Field Parameters (Taken at time intervals 2:S minutes an purge volumes >_ 1
ow -through cell volume)
Final: 12:45 0.8
100 14.80 19.6 6.4
1,013
1.4
-106 4.6 End of Purging
Sample Method: Bladder Pump Sample Start Time: 12:50
Sample End Time: 13:30
Analytical Data
Name
(1) James Waters
Signature
c .
Date
W 4/11/2023
Notes: To convert ORP to Eh, add 205 mV to ORP. *Took a ferrous iron reading at MW-11SR. Ferrous iron is 7.0 mg/L.
Form Revision Date:
2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
14.78
ft-TOC
Total Well Depth:
31.10
ft-TOC
Height of Water Column:
16.32
feet
Screen Length: 15 feet Stickup:
2.3
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
2.7
Gal
3 *Well Volume
7.99
Gal
5 *Well Volume
13.32
Gal
Purge Method:
Peristaltic Pump
Start Time:
12:15
End Time:
12:45
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
28.0
ft-TOC
Water Column Above Pump Intake:
13.22
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
18.09
ft-TOC
Comments:
Final Volume Purged:
0.8
Gallons
Used YSI Pro Plus
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/Cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
12:15
0.0
---
---
---
---
---
---
---
---
Start Purging
12:20
0.1
100
14.80
19.2
6.4
1,013
0.7
-88
11.7
12:25
0.3
100
14.80
19.4
6.4
1,009
0.9
-94
7.33
12:30
0.4
100
14.80
19.1
6.4
1,012
1.1
-96
14.6
12:35
0.5
100
14.80
19.5
6.5
1,012
1.2
-104
12.7
12:40
0.7
100
14.80
19.6
6.5
1,012
1.3
-105
9.23
12:45
0.8
100
14.80
19.6
6.4
1,013
1.4
-106
4.61
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
°=°°°ryM�°°�^�°�•�^�� P���»,E�..°..M^^
3,3,3
40mLVOAs
HCI
2320B-Alkalinity
1
250mLP
Unpreserved
353.2N+N; Nitrate Calc/Nitr.-Nitr.
1,1
250mLP
H2SO4/Unpreserved
3000RGFM 28D-Chlorideand Sulfide
1
125mLP
Unpreserved
SM4500 S2 F-Sulfide
2
250mL P
Zinc Acetate+NaOH
2540C Calcd-TDS
1
1 L P
Unpreserved
Bozos-n.t Meta�s.Fe.MN �a�on He
1
250mL P
HNO3
RSK 175 CO2/9060A TOC
3,2
40mL VOAs
H2SO4/Unpreserved

FM
Project Name:
r 0
Moore County Landfill
456 Turning Leaf Way Aberdeen, NC E
4358-20-043A Phase 05 Purge Date: April 10, 2023
Project Location:
Project Number:
Source Well:
MW-11DR
Purge Time:
30 Minutes
Locked?:
Yes
Sample Date:
April 10, 2023
Sampled By:
James Waters
Sample Time:
15:05
Weather:
Sunny
Air Temp:
65° F
Water Level & Well Data
We Purging Information
FieldParameters (Taken at time intervals Z minutes an purge volumes >_ 1 low -through cell volume)
Final: 15:00 0.8 100 15.36 17.9 6.4 808 0.6 -139 1.6 End of Purging
Sample Method: Peristaltic Pump Sample Start Time: 15:05 Sample End Time: 15:30
Analytical Data
Name Signature ate
(1) James Waters a. W 4/10/2023
Notes: To convert ORP to Eh, add 205 mV to ORP.
Measuring Point:
Top of Casing
Depth to Water:
15.27
ft-TOC
Total Well Depth:
42.20
ft-TOC
Height of Water Column:
26.93
feet
Screen Length: 10 feet Stickup:
2.6
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
4.4
Gal
3 *Well Volume
13.18
Gal
5 *Well Volume
21.97
Gal
Purge Method:
Peristaltic Pump
Start Time:
14:30
End Time:
15:00
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
38.0
ft-TOC
Water Column Above Pump Intake:
22.73
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
20.95
ft-TOC
Comments:
Final Volume Purged:
0.8
Gallons
Used YSI Pro Plus
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(p5/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
14:30
0.0
---
---
---
---
---
---
---
---
Start Purging
14:35
0.1
100
15.34
18.0
6.4
818
14.2
-126
5.83
14:40
0.3
100
15.36
18.0
6.4
820
1.6
-134
1.56
14:45
0.4
100
15.36
17.9
6.5
818
0.8
-138
1.50
14:50
0.5
100
15.36
17.9
6.5
816
0.6
-139
1.81
14:55
0.7
100
15.36
17.9
6.5
814
0.6
-139
2.41
15:00
0.8
100
15.36
17.9
6.4
808
0.6
-139
1.62
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260D SIM 14DX 1,4-Diox.
3
40mL VOAs
HCI
2320B-Alkalinity
1
250mL P
Unpreserved
8260D-App.1 VOCs+THF
3
40mLVOAs
HCI
3000RGFM28D-Chloride and Sulfide
1
125mLP
Unpreserved
SM4500 S2 F-Sulfide
2
250mL P
Zinc Acetate+NaOH
2540C Calcd-TDS
1
1 L P
Unpreserved
6020B-A.1 Metals+Fe+MN 7470A-Hg
1
250mL P
HNO3
Form Revision Date: 2/12/18 16:00

FM
Project Name:
r 0
Moore County Landfill
456 Turning Leaf Way Aberdeen, NC E
4358-20-043A Phase 05 Purge Date: April 10, 2023
Project Location:
Project Number:
Source Well:
MW-13SR
Purge Time:
30 Minutes
Locked?:
Yes
Sample Date:
April 10, 2023
Sampled By:
James Waters
Sample Time:
13:45
Weather:
Sunny
Air Temp:
60° F
Water Level & Well Data
We Purging Information
FieldParameters (Taken at time intervals Z minutes an purge volumes >_ 1 low -through cell volume)
Final: 13:40 0.8 100 11.39 15.2 6.4 435 0.8 -78 2.5 End of Purging
Sample Method: Peristaltic Pump Sample Start Time: 13:45 Sample End Time: 14:10
Analytical Data
Name Signature ate
(1) James Waters a. W a_ t' 4/10/2023
Notes: To convert ORP to Eh, add 205 mV to ORP.
Measuring Point:
Top of Casing
Depth to Water:
11.33
ft-TOC
Total Well Depth:
22.50
ft-TOC
Height of Water Column:
11.17
feet
Screen Length: 10 feet Stickup:
2.5
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
1.8
Gal
3 *Well Volume
5.47
Gal
5 *Well Volume
9.11
Gal
Purge Method:
Peristaltic Pump
Start Time:
13:10
End Time:
13:40
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
17.0
ft-TOC
Water Column Above Pump Intake:
5.67
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
12.75
ft-TOC
Comments:
Final Volume Purged:
0.8
Gallons
Used YSI Pro Plus
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(p5/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
13:10
0.0
---
---
---
---
---
---
---
---
Start Purging
13:15
0.1
100
11.38
16.0
5.9
441
1.0
-51
2.53
13:20
0.3
100
11.39
15.1
6.4
433
0.8
-56
2.01
13:25
0.4
100
11.39
15.3
6.1
433
0.7
-59
1.66
13:30
0.5
100
11.39
15.4
6.3
434
0.7
-69
1.98
13:35
0.7
100
11.39
15.4
6.2
435
0.7
-75
3.58
13:40
0.8
100
11.39
15.2
6.4
435
0.8
-78
2.51
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260D SIM 14DX 1,4-Diox.
3
40mL VOAs
HCI
2320B-Alkalinity
1
250mL P
Unpreserved
8260D-App.1 VOCs+THF
3
40mLVOAs
HCI
3000RGFM28D-Chloride and Sulfide
1
125mLP
Unpreserved
SM4500 S2 F-Sulfide
2
250mL P
Zinc Acetate+NaOH
2540C Calcd-TDS
1
1 L P
Unpreserved
6020B-A.1 Metals+Fe+MN 7470A-Hg
1
250mL P
HNO3
Form Revision Date: 2/12/18 16:00

FM
Project Name:
r 0
Moore County Landfill
456 Turning Leaf Way Aberdeen, NC E
4358-20-043A Phase 05 Purge Date: April 10, 2023
Project Location:
Project Number:
Source Well:
MW-13DR
Purge Time:
30 Minutes
Locked?:
Yes
Sample Date:
April 10, 2023
Sampled By:
James Waters
Sample Time:
12:35
Weather:
Sunny
Air Temp:
55° F
Water Level & Well Data
We Purging Information
FieldParameters (Taken at time intervals Z minutes an purge volumes >_ 1 low -through cell volume)
Final: 12:30 0.8 100 11.85 15.3 5.5 112 0.9 70 3.7 End of Purging
Sample Method: Peristaltic Pump Sample Start Time: 12:35 Sample End Time: 13:00
Analytical Data
Name Signature ate
(1) James Waters a. W 4/10/2023
Notes: To convert ORP to Eh, add 205 mV to ORP.
Measuring Point:
Top of Casing
Depth to Water:
11.82
ft-TOC
Total Well Depth:
43.50
ft-TOC
Height of Water Column:
31.68
feet
Screen Length: 10 feet Stickup:
2.5
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
5.2
Gal
3 *Well Volume
15.51
Gal
5 *Well Volume
25.85
Gal
Purge Method:
Peristaltic Pump
Start Time:
12:00
End Time:
12:30
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
38.0
ft-TOC
Water Column Above Pump Intake:
26.18
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
18.37
ft-TOC
Comments:
Final Volume Purged:
0.8
Gallons
Used YSI Pro Plus
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(p5/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
12:00
0.0
---
---
---
---
---
---
---
---
Start Purging
12:05
0.1
100
11.85
15.3
5.5
109
0.4
108
5.94
12:10
0.3
100
11.85
15.3
5.6
112
0.6
91
4.51
12:15
0.4
100
11.85
15.3
5.6
113
0.8
81
3.49
12:20
0.5
100
11.85
15.2
5.6
112
0.8
76
3.21
12:25
0.7
100
11.85
15.3
5.5
112
0.9
71
3.63
12:30
0.8
100
11.85
15.3
5.5
112
0.9
70
3.67
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260D SIM 14DX 1,4-Diox.
3
40mL VOAs
HCI
2320B-Alkalinity
1
250mL P
Unpreserved
8260D-App.1 VOCs+THF
3
40mLVOAs
HCI
3000RGFM28D-Chloride and Sulfide
1
125mLP
Unpreserved
SM4500 S2 F-Sulfide
2
250mL P
Zinc Acetate+NaOH
2540C Calcd-TDS
1
1 L P
Unpreserved
6020B-A.1 Metals+Fe+MN 7470A-Hg
1
250mL P
HNO3
Form Revision Date: 2/12/18 16:00

Moore County Landfill
456 Turning Leaf Way Aberdeen, NC
Project Name:
Project Location:
Project Number:
4358-20-043A phase 11
Purge Date:
April 10, 2023
Source Well:
MW-14
Purge Time:
30 Minutes
Locked?:
Yes
Sample Date:
April 10, 2023
Sampled By:
Gary
Simcox
Sample Time:
15:20
Weather:
Sunny
Air Temp:
65° F
Water Level & Well Data
We Purging Information
Field Parameters (Taken at time intervals >_ 5 minutes and purge volumes >_ 1 flow -through cell volume)
Final: 15:15 0.8
100 17.85 17.1
6.3
1,069
0.2
-119 13.9 End of Purging
Sample Method: Peristaltic Pump
Sample Start Time: 15:20
Sample End Time: 15:55
Analytical Data
Name
(1) Gary Simcox
Signature
Date
4/21/2023
Notes: To convert ORP to Eh, add 205 mV to ORP.
Form Revision Date:
2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
17.59
ft-TOC
Total Well Depth:
23.00
ft-TOC
Height of Water Column:
5.41
feet
Screen Length: 15 feet Stickup:
1.9
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
0.9
Gal
3 *Well Volume
2.65
Gal
5 *Well Volume
4.41
Gal
Purge Method:
Peristaltic Pump
Start Time:
14:45
End Time:
15:15
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
19.5
ft-TOC
Water Column Above Pump Intake:
1.91
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
18.07
ft-TOC
Comments:
Final Volume Purged:
0.8
Gallons
Used YSI Pro Plus,
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
14:45
0.0
---
---
---
---
---
---
---
---
Start Purging
14:50
0.1
100
17.86
17.7
6.3
1,041
1.1
84
22.8
14:55
0.3
100
17.89
17.3
6.3
1,054
0.4
106
19.6
15:00
0.4
100
17.88
17.4
6.3
1,062
0.3
-114
18.7
15:05
0.5
100
17.85
17.3
6.3
1,066
0.3
-117
15.6
15:10
0.7
100
17.86
17.3
6.3
1,069
0.3
-119
15.6
15:15
0.8
100
17.85
17.1
6.3
1,069
0.2
-119
13.9
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260B
300
8260 D-SIM
SIM 450052 D-2011
6010/6020
310.2
7470
SIM 2540C-2011

Moore County Landfill
E
Project Name:
Project Location:
Project Number:
4358-20-043A phase 05
Purge Date:
April 11, 2023
Source Well:
MW-15R
Purge Time:
65 Minutes
Locked?:
Yes
Sample Date:
April 11, 2023
Sampled By:
Gary
Simcox
Sample Time:
10:45
Weather:
Sunny
Air Temp:
50° F
Water Level & Well Data
We Purging Information
Fie Parameters (Taken at time intervals >_ 5 minutes and purge volumes >_ 1 flow -through cell volume)
Final: 10:40 1.9
110 33.31 16.5
5.9
328 0.2
-80 14.2 End of Purging
Sample Method: Bladder Pump
Sample Start Time: 10:45
Sample End Time: 11:20
Analytical Data
Name
(1) Gary Simcox
Signature
Date
4/21/2023
Notes: I tested for Ferrous Iron using a HACH Model IR-18 (7.0 mg/L)
Form Revision Date:
2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
33.31
ft-TOC
Total Well Depth:
50.20
ft-TOC
Height of Water Column:
16.89
feet
Screen Length: 10 feet Stickup:
2.5
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
2.8
Gal
3 *Well Volume
8.27
Gal
5 *Well Volume
13.78
Gal
Purge Method:
Bladder Pump
Start Time:
9:35
End Time:
10:40
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
45.0
ft-TOC
Water Column Above Pump Intake:
11.69
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
36.23
ft-TOC
Comments:
Final Volume Purged:
1.9
Gallons
Used YSI Pro Plus,
Final Volume Purge Rate:
110
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
09:35
0.0
---
---
---
---
---
---
---
---
Start Purging
09:45
0.3
110
33.30
16.4
5.9
416
0.5
-65
29.7
09:50
0.4
110
33.31
16.5
5.8
396
0.3
-69
44.1
10:00
0.7
110
33.31
16.4
5.9
358
0.3
-74
36.4
10:10
1.0
110
33.31
16.4
6.0
341
0.2
-76
27.3
10:20
1.3
110
33.32
16.4
5.9
332
0.2
-78
24.0
10:30
1.6
110
33.30
16.5
5.9
331
0.2
-79
18.1
10:40
1.9
110
33.31
16.5
5.9
328
0.2
-80
14.2
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260B
SM 4500SD
8260 D-SIM
310.2
6010/6020/7470
415.1/9060
300.0/300.1/9056
RSK-175

FM
Project Name:
r 0
Moore County Landfill
456 Turning Leaf Way Aberdeen, NC E
4358-20-043A Phase 05 Purge Date: April 10, 2023
Project Location:
Project Number:
Source Well:
MW-17S
Purge Time:
30 Minutes
Locked?:
Yes
Sample Date:
April 10, 2023
Sampled By:
James Waters
Sample Time:
11:20
Weather:
Sunny
Air Temp:
50° F
Water Level & Well Data
We Purging Information
FieldParameters (Taken at time intervals z minutes an purge volumes >_ 1 low -through cell volume)
Final: 11:15 0.8 100 10.66 17.2 4.7 149 3.5 311 1.3 I End of Purging
Sample Method: Peristaltic Pump Sample Start Time: 11:20 Sample End Time: 11:45
Analytical Data
Name Signature ate
(1) James Waters a. (it.l UJLX/1.�.� 4/10/2023
Notes: To convert ORP to Eh, add 205 mV to ORP.
Measuring Point:
Top of Casing
Depth to Water:
10.56
ft-TOC
Total Well Depth:
21.40
ft-TOC
Height of Water Column:
10.84
feet
Screen Length: 10 feet Stickup:
2.5
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
1.8
Gal
3 *Well Volume
5.31
Gal
5 *Well Volume
8.84
Gal
Purge Method:
Peristaltic Pump
Start Time:
10:45
End Time:
11:15
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
17.0
ft-TOC
Water Column Above Pump Intake:
6.44
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
12.17
ft-TOC
Comments:
Final Volume Purged:
0.8
Gallons
Used YSI Pro Plus
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
10:45
0.0
---
---
---
---
---
---
---
---
Start Purging
10:50
0.1
100
10.64
17.4
5.0
150
3.2
261
3.67
10:55
0.3
100
10.66
17.4
4.9
149
3.2
272
5.29
11:00
0.4
100
10.66
17.2
4.8
148
3.4
287
4.54
11:05
0.5
100
10.66
17.3
4.8
148
3.3
294
3.88
11:10
0.7
100
10.66
17.2
4.8
149
3.6
305
2.20
11:15
0.8
100
10.66
17.2
4.7
149
3.5
311
1.26
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260D SIM 14DX 1,4-Diox.
3
40mL VOAs
HCI
2320B-Alkalinity
1
250mL P
Unpreserved
8260D-App.1 VOCs+THF
3
40mLVOAs
HCI
3000RGFM28D-Chloride and Sulfide
1
125mLP
Unpreserved
SM4500 S2 F-Sulfide
2
250mL P
Zinc Acetate+NaOH
2540C Calcd-TDS
1
1 L P
Unpreserved
6020B-A.1 Metals+Fe+MN 7470A-Hg
1
250mL P
HNO3
Form Revision Date: 2/12/18 16:00

FM
Project Name:
r 0
Moore County Landfill
456 Turning Leaf Way Aberdeen, NC E
4358-20-043A Phase 05 Purge Date: April 10, 2023
Project Location:
Project Number:
Source Well:
MW-17D
Purge Time:
30 Minutes
Locked?:
Yes
Sample Date:
April 10, 2023
Sampled By:
James Waters
Sample Time:
10:00
Weather:
Sunny
Air Temp:
45° F
Water Level & Well Data
We Purging Information
FieldParameters (Taken at time intervals z minutes an purge volumes >_ 1 low -through cell volume)
Final: 09:55 0.8 100 17.98 17.5 10.1 309 2.6 110 6.2 End of Purging
Sample Method: Peristaltic Pump Sample Start Time: 10:00 Sample End Time: 10:35
Analytical Data
Name Signature ate
(1) James Waters W 4/10/2023
Notes: To convert ORP to Eh, add 205 mV to ORP.
Measuring Point:
Top of Casing
Depth to Water:
13.50
ft-TOC
Total Well Depth:
37.30
ft-TOC
Height of Water Column:
23.80
feet
Screen Length: 5 feet Stickup:
2.5
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
3.9
Gal
3 *Well Volume
11.65
Gal
5 *Well Volume
19.42
Gal
Purge Method:
Peristaltic Pump
Start Time:
9:25
End Time:
9:55
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
30
Pressure:
25 psi
Pump Intake Depth from Top of Casing:
35.0
ft-TOC
Water Column Above Pump Intake:
21.50
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
18.88
ft-TOC
Comments:
Final Volume Purged:
0.8
Gallons
Used YSI Pro Plus
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(p5/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
09:25
0.0
---
---
---
---
---
---
---
---
Start Purging
09:30
0.1
100
14.89
16.4
10.1
310
9.5
149
6.56
09:35
0.3
100
14.43
16.8
10.1
310
3.5
129
7.47
09:40
0.4
100
15.98
17.2
10.1
310
3.4
126
5.85
09:45
0.5
100
16.58
17.6
10.1
311
2.8
116
5.08
09:50
0.7
100
17.26
17.4
10.1
311
2.8
115
5.22
09:55
0.8
100
17.98
17.5
10.1
309
2.6
110
6.15
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260D SIM 14DX 1,4-Diox.
3
40mL VOAs
HCI
2320B-Alkalinity
1
250mL P
Unpreserved
8260D-App.1 VOCs+THF
3
40mLVOAs
HCI
3000RGFM28D-Chloride and Sulfide
1
125mLP
Unpreserved
SM4500 S2 F-Sulfide
2
250mL P
Zinc Acetate+NaOH
2540C Calcd-TDS
1
1 L P
Unpreserved
6020B-A.1 Metals+Fe+MN 7470A-Hg
1
250mL P
HNO3
Form Revision Date: 2/12/18 16:00

Moore County Landfill
456 Turning Leaf Way Aberdeen, NC
Project Name:
Project Location:
Project Number:
4358-20-043A phase 05
Purge Date:
April 10, 2023
Source Well:
MW-18
Purge Time:
30 Minutes
Locked?:
Yes
Sample Date:
April 10, 2023
Sampled By:
Gary
Simcox
Sample Time:
12:15
Weather:
Sunny
Air Temp:
55° F
Water Level & Well Data
We Purging Information
Field Parameters (Taken at time intervals >_ 5 minutes and purge volumes >_ 1 flow -through cell volume)
Final: 12:10 0.8
100 6.03 18.2
6.0 825
0.2
-24 13.2 End of Purging
Sample Method: Peristaltic Pump
Sample Start Time: 12:15
Sample End Time: 14:00
Analytical Data
Name
(1) Gary Simcox
Signature
Date
4/21/2023
Notes: The water was very turbid and orange when I started pumping. I pumped the well at 175 mL/min for approx. 5 minutes. The water cleared up and I lowered
the um in rate to 100 m min. (Duplicate sample collected at this location
Form Revision Date:
2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
5.98
ft-TOC
Total Well Depth:
16.20
ft-TOC
Height of Water Column:
10.22
feet
Screen Length: 8 feet Stickup:
2.6
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
1.7
Gal
3 *Well Volume
5.00
Gal
5 *Well Volume
8.34
Gal
Purge Method:
Peristaltic Pump
Start Time:
11:40
End Time:
12:10
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
14.0
ft-TOC
Water Column Above Pump Intake:
8.02
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
7.99
ft-TOC
Comments:
Final Volume Purged:
0.8
Gallons
Used YSI Pro Plus,
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
11:40
0.0
---
---
---
---
---
---
---
---
Start Purging
11:45
0.1
100
6.02
17.6
6.1
785
1.5
13
33.5
11:50
0.3
100
6.03
18.0
6.1
855
0.4
4
16.6
11:55
0.4
100
6.03
18.1
6.1
805
0.3
6
17.9
12:00
0.5
100
6.03
18.1
6.1
798
0.3
2
15.7
12:05
0.7
100
6.03
18.0
6.0
816
0.2
-6
16.2
12:10
0.8
100
6.03
18.2
6.0
825
0.2
-24
13.2
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260B
300
8260 D-SIM
SIM 450052 D-2011
6010/6020
310.2
7470
SIM 2540C-2011

Moore County Landfill
Project Name:
Project Location:
Project Number:
4358-20-043A phase 05
Purge Date:
April 10, 2023
Source Well:
MW-19
Purge Time:
45 Minutes
Locked?:
Yes
Sample Date:
April 10, 2023
Sampled By:
Gary
Simcox
Sample Time:
10:15
Weather:
Sunny
Air Temp:
45° F
Water Level & Well Data
We Purging Information
Fie Parameters (Taken at time intervals >_ 5 minutes and purge volumes >_ 1 flow -through cell volume)
Final: 10:10 1.2
100 6.08 13.7
6.1
542
0.4
87 15.6 End of Purging
Sample Method: Peristaltic Pump
Sample Start Time: 10:15
Sample End Time: 11:30
Analytical Data
Name
(1) Gary Simcox
Signature
Date
4/21/2023
Notes: To convert ORP to Eh, add 205 mV to ORP.
Form Revision Date:
2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
6.05
ft-TOC
Total Well Depth:
15.70
ft-TOC
Height of Water Column:
9.65
feet
Screen Length: 8 feet Stickup:
2.5
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
1.6
Gal
3 *Well Volume
4.72
Gal
5 *Well Volume
7.87
Gal
Purge Method:
Peristaltic Pump
Start Time:
9:25
End Time:
10:10
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
13.5
ft-TOC
Water Column Above Pump Intake:
7.45
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
7.91
ft-TOC
Comments:
Final Volume Purged:
1.2
Gallons
Used YSI Pro Plus,
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
09:25
0.0
---
---
---
---
---
---
---
---
Start Purging
09:30
0.1
100
6.07
12.0
6.1
621
1.5
94
6.75
09:35
0.3
100
6.08
12.5
6.1
585
0.8
90
8.91
09:40
0.4
100
6.09
12.8
6.1
565
0.6
94
3.64
09:45
0.5
100
6.09
13.1
6.0
551
0.4
99
6.18
09:50
0.7
100
6.08
13.1
6.1
548
0.4
97
11.3
09:55
0.8
100
6.08
13.4
6.1
546
0.4
93
18.6
10:00
0.9
100
6.09
13.6
6.1
542
0.4
89
19.9
10:05
1.1
100
6.08
13.8
6.1
542
0.4
88
17.8
10:10
1.2
100
6.08
13.7
6.1
542
0.4
87
15.6
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
Full App II
SIM 450052 D-2011
8260 D-SIM
310.2
7470
SIM 2540C-2011
300

Moore County Landfill
4358-20-043A phase 05 Purge Date: April 10, 2023
Project Name:
Project Location:
Project Number:
Source Well:
SW-1
Purge Time:
0 Minutes
Locked?:
No
Sample Date:
April 10, 2023
Sampled By:
Gary Simcox
Sample Time:
16:25
Weather:
Sunny
Air Temp:
65 ° F
Water Level Well Data
We Purging Information
Field Parameters (Taken at time intervals >_ 5 minutes and purge volumes >_ 1 flow-throughcellvolume)
Final: 16:25 16.9 6.7 186 8.8 -73 6.4 End of Purging
Sample Method: Sample Start Time: 16:25 Sample End Time:
Analytical Data
(1) Gary Simcox 4/21/2023
Notes: Drive on the dirt road towel MW-2. Park at MW-2 and walk south down a path to the creek. I collected sample SW-1 at a location marked with 1"
vc and red ribbon. The creek has a red tint but good flow.
Form Revision Date: 2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
ft-TOC
Total Well Depth:
ft-TOC
Height of Water Column:
feet
Screen Length: feet Stickup:
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
Gal
3 *Well Volume
Gal
5 *Well Volume
Gal
Purge Method:
Peristaltic Pump
Start Time:
16:25
End Time:
16:25
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
ft-TOC
Water Column Above Pump Intake:
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
ft-TOC
Comments:
Final Volume Purged:
Gallons
Used YSI Pro Plus,
Final Volume Purge Rate:
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
16:25
0.0
---
---
---
---
---
---
---
---
Start Purging
16:25
16.9
6.7
186
8.8
-73
6.39
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260B
SM 4500SD
8260 D-SIM
310.2
6010/6020/7470
415.1/9060
300.0/300.1 /9056
RSK-175

Moore County Landfill
4358-20-043A phase 05 Purge Date: April 10, 2023
Project Name:
Project Location:
Project Number:
Source Well:
SW-2
Purge Time:
0 Minutes
Locked?:
No
Sample Date:
April 10, 2023
Sampled By:
Gary Simcox
Sample Time:
17:25
Weather:
Sunny
Air Temp:
65 ° F
Water Level Well Data
We Purging Information
Field Parameters (Taken at time intervals >_ 5 minutes and purge volumes >_ 1 flow-throughcellvolume)
Final: 17:25 18.1 6.5 34 6.9 39 3.2 End of Purging
Sample Method: Sample Start Time: 17:25 Sample End Time:
Analytical Data
(1) Gary Simcox 4/21/2023
Notes: I collected sample SW-2 at the end of the trail past the mulch piles. There is a 1" pvc stake with red ribbon marking the location.
Form Revision Date: 2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
ft-TOC
Total Well Depth:
ft-TOC
Height of Water Column:
feet
Screen Length: feet Stickup:
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
Gal
3 *Well Volume
Gal
5 *Well Volume
Gal
Purge Method:
Peristaltic Pump
Start Time:
17:25
End Time:
17:25
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
ft-TOC
Water Column Above Pump Intake:
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
ft-TOC
Comments:
Final Volume Purged:
Gallons
Used YSI Pro Plus,
Final Volume Purge Rate:
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
17:25
0.0
---
---
---
---
---
---
---
---
Start Purging
17:25
18.1
6.5
34
6.9
39
3.16
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260B
SM 4500SD
8260 D-SIM
310.2
6010/6020/7470
415.1/9060
300.0/300.1 /9056
RSK-175

Project Name: Moore County Landfill I I
Project Location:
Project Number: 4358-20-043A phase 05 Purge Date: April 10, 2023
Source Well:
SW-3
Purge Time:
0 Minutes
Locked?:
No
Sample Date:
April 10, 2023
Sampled By:
Gary Simcox
Sample Time:
16:40
Weather:
Sunny
I Air Temp:
65 ° F
Water Level Well Data
We Purging Information
Field Parameters (Taken at time intervals >_ 5 minutes and purge volumes >_ 1 flow-throughcellvolume)
Final: 16:40 17.1 6.8 180 8.7 -68 13.3 End of Purging
Sample Method: Sample Start Time: 16:40 Sample End Time:
Analytical Data
Name Signature Date
(1) Gary Simcox 4/21/2023
Notes: I collected sample SW-3 at a location marked with pink flagging. Drive on the dirt road SE past MW-3 toward MW-2. About 200 yards past MW-3
there is a path marked with ink flagging. Park and walk in another 200 yards to the creek. The creek has a red tint but good flow.
Form Revision Date: 2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
ft-TOC
Total Well Depth:
ft-TOC
Height of Water Column:
feet
Screen Length: feet Stickup:
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
Gal
3 *Well Volume
Gal
5 *Well Volume
Gal
Purge Method:
Peristaltic Pump
Start Time:
16:40
End Time:
16:40
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
ft-TOC
Water Column Above Pump Intake:
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
ft-TOC
Comments:
Final Volume Purged:
Gallons
Used YSI Pro Plus,
Final Volume Purge Rate:
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
16:40
0.0
---
---
---
---
---
---
---
---
Start Purging
16:40
17.1
6.8
180
8.7
-68
13.3
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260B
SM 4500SD
8260 D-SIM
310.2
6010/6020/7470
415.1/9060
300.0/300.1 /9056
RSK-175

Moore County Landfill
4358-20-043A phase 05 Purge Date: April 10, 2023
Project Name:
Project Location:
Project Number:
Source Well:
SW-4
Purge Time:
0 Minutes
Locked?:
No
Sample Date:
April 10, 2023
Sampled By:
Gary Simcox
Sample Time:
17:00
Weather:
Sunny
Air Temp:
65 ° F
Water Level Well Data
We Purging Information
Field Parameters (Taken at time intervals >_ 5 minutes and purge volumes >_ 1 flow-throughcellvolume)
Final: 17:00 16.7 7.4 519 8.1 -70 86.3 End of Purging
Sample Method: Sample Start Time: 17:00 Sample End Time:
Analytical Data
(1) Gary Simcox 4/21/2023
Notes: I collected sample SW-4 approximatley 100' SW of the intersection of Outfall #1 and the creek. There was a lot of water flowing from Outfall #1.
More flow from Outfall #1 than from the stream itself and the water was veryturbid.
Form Revision Date: 2/12/18 16:00
Measuring Point:
Top of Casing
Depth to Water:
ft-TOC
Total Well Depth:
ft-TOC
Height of Water Column:
feet
Screen Length: feet Stickup:
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
Gal
3 *Well Volume
Gal
5 *Well Volume
Gal
Purge Method:
Peristaltic Pump
Start Time:
17:00
End Time:
17:00
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
ft-TOC
Water Column Above Pump Intake:
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
ft-TOC
Comments:
Final Volume Purged:
Gallons
Used YSI Pro Plus,
Final Volume Purge Rate:
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(pS/cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
17:00
0.0
---
---
---
---
---
---
---
---
Start Purging
17:00
16.7
7.4
519
8.1
-70
86.3
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
8260B
SM 4500SD
8260 D-SIM
310.2
6010/6020/7470
415.1/9060
300.0/300.1 /9056
RSK-175

•0A 9 KOATAr1:011111111••
Project Name: Moore County Landfill
Project Location:
Project Number: 4358-20-043A phase 05
Purge Date:
June 29, 2023
Source Well: MW-19
Purge Time:
45 Minutes
Locked?: Yes
Sample Date:
June 29, 2023
Sampled By: Cody McMechen
Sample Time:
9:25
Weather: Sunny
Air Temp:
70° F
Water Level & Well Data
Well Purging Information
Field Parameters (Taken at time intervals >_ 5 minutes and purge volumes >_ 1 flow -through cell volume)
Finald 09:25 1.2 100 7.34 20.2 6.2 381 4.9 175 13.8 End of Purging
Sample Method: Peristaltic Pump Sample Start Time: 09:25 Sample End Time: 09:35
Analytical Data
Name Signature Date
G " '
(1) Cody McMechen 6/29/2023
Notes: To convert ORP to Eh, add 205 mV to ORP.
Fe metabolizing Bacteria Present. 6301-Du -Duplicate collected.
Measuring Point:
Top of Casing
Depth to Water:
7.20
ft-TOC
Total Well Depth:
15.70
ft-TOC
Height of Water Column:
8.50
feet
Screen Length: 8 feet Stickup:
2.5
ft-GRD
Well Volume
Well Diameter
2
inch
Water Volume
1.4
Gal
3 *Well Volume
4.16
Gal
5 *Well Volume
6.94
Gal
Purge Method:
Peristaltic Pump
Start Time:
8:40
End Time:
9:25
(If Used) Bladder Pump Control Settings:
On (sec):
Off (sec):
Pressure:
psi
Pump Intake Depth from Top of Casing:
13.5
ft-TOC
Water Column Above Pump Intake:
6.30
feet
Flow Through Cell Vol: 200 mL
DTW-TOC at 25% Drawdown of WC Above Pump:
8.78
ft-TOC
Comments:
Final Volume Purged:
1.2
Gallons
Used YSI Pro Plus,
Final Volume Purge Rate:
100
mL/min
Well Purged Dry?:
No
(Yes/No)
Time
Volume
Purged
(gal)
Flow Rate
(mL/min)
Depth to
Water
(ft)
Temp
(°C)
pH
(s.u.)
Spec. Cond.
(PS/Cm)
Dissolved
Oxygen
(mg/L)
ORP*
(mV)
Turbidity
(NTU)
Comment
08:40
0.0
---
---
---
Start Purging
08:45
0.1
100
7.29
19.5
6.2
457
9.4
189
34.8
08:50
0.3
100
7.31
19.8
6.2
441
8.5
185
32.8
08:55
0.4
100
7.32
20.0
6.2
405
8.1
183
18.0
09:00
0.5
100
7.32
20.1
6.2
395
7.9
181
12.6
09:05
0.7
100
7.33
20.1
6.2
390
6.2
180
15.5
09:10
0.8
100
7.33
20.1
6.2
387
6.0
179
16.1
09:15
0.9
100
7.34
20.2
6.2
386
5.9
177
16.5
09:20
1.1
100
7.34
20.2
6.2
383
5.0
176
15.1
09:25
1.2
100
7.34
20.2
6.2
381
4.9
175
13.8
Method
Qty
Container
Preservative
Method
Qty
Container
Preservative
Full App I
8260 D-SIM/ 5030C
3
Form Revision Date: 2/12/18 16:00

Appendix II - Laboratory Analytical Reports

•
% eurofins
Environment Testing
ANALYTICAL REPORT C
PREPARED FOR
Attn: Mr. Edmund Henriques
S&ME, Inc.
8646 West Market Street C
Suite 105
Greensboro, North Carolina 27409
Generated 5/3/2023 5:16:24 PM
JOB DESCRIPTION
Moore County Landfill
JOB NUMBER
752-5580-1

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.
fJ Generated
�i 5/3/2023 5:16:24 PM
Authorized for release by
Chad Bechtold, Project Manager
Chad. Bechtold(d).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 150 5/3/2023

Client: S&ME, Inc.
Project/Site: Moore County Landfill
Table of Contents
Laboratory Job ID: 752-5580-1
Cover Page .............................................. 1
Table of Contents .........................................
3
Definitions/Glossary.......................................
4
Case Narrative ...........................................
6
Detection Summary ........................................
9
Client Sample Results ......................................
17
Surrogate Summary .......................................
71
QC Sample Results ........................................
77
QC Association Summary ...................................
107
Lab Chronicle ............................................
118
Certification Summary ......................................
128
Method Summary .........................................
130
Sample Summary .........................................
131
Chain of Custody ..........................................
132
Receipt Checklists .........................................
147
Eurofins Raleigh
Page 3 of 150 5/3/2023

Definitions/Glossary
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Qualifiers
GC/MS VOA
Qualifier Qualifier Description
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
U Indicates the analyte was analyzed for but not detected.
GC/MS Semi VOA
Qualifier Qualifier Description
+ LCS and/or LCSD is outside acceptance limits, high biased.
*1 LCS/LCSD RPD exceeds control limits.
U Indicates the analyte was analyzed for but not detected.
GC VOA
Qualifier Qualifier Description
Si- Surrogate recovery exceeds control limits, low biased.
U Indicates the analyte was analyzed for but not detected.
GC Semi VOA
Qualifier Qualifier Description
*+ LCS and/or LCSD is outside acceptance limits, high biased.
*1 LCS/LCSD 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.
U Indicates the analyte was analyzed for but not detected.
HPLC/IC
Qualifier Qualifier Description
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
U Indicates the analyte was analyzed for but not detected.
Metals
Qualifier Qualifier Description
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
U Indicates the analyte was analyzed for but not detected.
General Chemistry
Qualifier Qualifier Description
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.
U Indicates the analyte was analyzed for but not detected.
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
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)
Job ID: 752-5580-1
Eurofins Raleigh
Page 4 of 150 5/3/2023

Definitions/Glossary
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Glossary (Continued)
Abbreviation
These commonly used abbreviations may or may not be present in this report.
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
PRES
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
Eurofins Raleigh
Page 5 of 150 5/3/2023

Case Narrative
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Laboratory: Eurofins Raleigh
Narrative
Job Narrative
752-5580-1
Job ID: 752-5580-1
Receipt
The samples were received on 4/11/2023 6:00 PM. Unless otherwise noted below, the samples arrived in good condition, and, where
required, properly preserved and on ice. The temperature of the cooler at receipt time was 1.0°C
GC/MS VOA '
Method 8260D: The continuing calibration verification (CCV) associated with batch 400-621586 recovered outside acceptance criteria, low
biased, for Acetonitrile, Bromomethane, Chloromethane, Dichlorodifluoromethane and Propionitrile. 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 continuing calibration verification (CCV) associated with batch 400-621730 recovered outside acceptance criteria, low
biased, for Acetonitrile, Dichlorodifluoromethane, Bromomethane, Chloromethane Propionitrile, and trans- 1,4-Dichloro-2-butene. 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_SIM_14DX: The following volatiles samples were diluted due to foaming: 6301-MW11SR (752-5580-2) and 6301-SW4
(752-5580-20). Elevated reporting limits (RLs) are provided.
Method 8260D_SIM_14DX: The following matrix spike (MS) and matrix spike duplicate (MSD) analyzed in batch 774163 was outside the
method criteria for the 12 hour window by 8 minutes. The data integrity was not impacted and the data has been reported and addressed:
(752-5580-E-20 MSD).
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
GC/MS Semi VOA
Method 8270E: The minimum response factor (RF) criteria for the continuing calibration verification (CCV) analyzed in batch 680-774506
was outside criteria for the following analyte(s): Bis(2-chloroethoxy)methane and Bis(2-chloroethyl)ether. As indicated in the reference
method, sample analysis may proceed; however, any detection or non -detection for the affected analyte(s) is considered estimated.
Method 8270E: The continuing calibration verification (CCV) analyzed in batch 680-774506 was outside the method criteria for the
following analyte(s): 2,2'-oxybis[1-chloropropane], Bis(2-chloroethyl)ether and Hexachlorobutadiene. 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.
Method 8270E: The following analytes have been identified, in the reference method and/or via historical data, to be poor and/or erratic
performers: 1,3,5-Trinitrobenzene, 2,3,4,6-Tetrachlorophenol, 3-Methylcholanthrene, alpha, alpha-Dimethyl phenethyla mine, Diallate,
Dimethoate, Disulfoton, Ethyl methanesulfonate, Famphur, Hexachlorocyclopentadiene, Hexachloropropene, Methapyrilene,
N-Nitrosodiethylamine, N-Nitrosodimethylamine, N-Nitrosodi-n-butylamine, N-Nitrosomethylethylamine, Phorate, p-Phenylene diamine
and Safrole, Total. These analytes may have a %D >20% but must be <50%. If >50%, 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.
Method 8270E: The laboratory control sample (LCS) and / or laboratory control sample duplicate (LCSD) for preparation batch
680-773551 and analytical batch 680-774506 recovered outside control limits for the following analytes: Phorate. This analyte was biased
high in the LCS and was not detected in the associated samples; therefore, the data have been reported.
Method 8270E: The RPD of the laboratory control sample (LCS) and laboratory control sample duplicate (LCSD) for preparation batch
680-773551 and analytical batch 680-774506 recovered outside control limits for the following analytes: alpha,alpha-Dimethyl
phenethylamine and p-Phenylene diamine.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
Eurofins Raleigh
Page 6 of 150 5/3/2023

Case Narrative
Client: S&ME, Inc. Job ID: 752-5580-1
Project/Site: Moore County Landfill
Job ID: 752-5580-1 (Continued)
Laboratory: Eurofins Raleigh (Continued) .
GC VOA
Method RSK_175: The following sample(s) were collected in properly preserved vials for analysis of volatile organic compounds (VOCs).
However, the pH at the time of analysis was 2: 6301-MW11 SR (752-5580-2) and 6301-MW7 (752-5580-13).
Method RSK_175: The method requirement for no headspace was not met. The following volatile sample was analyzed with significant
headspace in the sample container(s): 6301-MW11SR (752-5580-2). Significant headspace is defined as a bubble greater than 6 mm in
diameter.
Method RSK_175: The following sample(s) were collected in properly preserved vials for analysis of volatile organic compounds (VOCs)
However, the pH at the time of analysis of Ethane and Ethene was 3. The pH at the time of the Methane analysis was 2; 6301-MW9
(752-5580-15).
Method RSK_175: Surrogate recovery for the following samples were outside control limits: 6301-MW11 SR (752-5580-2), 6301-MW6
(752-5580-12), 6301-MW7 (752-5580-13), 6301-MW8 (752-5580-14) and 6301-MW9 (752-5580-15). Re -extraction and/or re -analysis was
performed and surrogate recovery was outside control limits.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
Herbicides
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
Pesticides/PCBs
Method 8081 B_8082A: A portion of the following samples listed were used for analysis, rather than testing the entire sample amount in
the original container, due to the sample container was not the appropriate size: 6301-MW18 (752-5580-10) and 6301-MW19
(752-5580-11). As such, the required solvent rinse of the original container could not be performed.
Method 8081B_8082A: The following samples listed formed emulsions during the extraction procedure: 6301-MW18 (752-5580-10). The
emulsions were broken up using Sodium Sulfate.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
HPLC/IC
Method 300_ORGFM_28D: The following samples were diluted due to color: 6301-MW7 (752-5580-13) and 6301-MW9 (752-5580-15).
Elevated reporting limits (RL) are provided.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
Metals
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
General Chemistry
Method 2540C_Calcd: TDS/Conductivity ratio out of range. 6301-MW5 (752-5580-1), 6301-MW11SR (752-5580-2), 6301-MW4
(752-5580-3), 6301-MW11DR (752-5580-4), 6301-MW13DR (752-5580-6), 6301-MW17S (752-5580-7), 6301-MW14 (752-5580-9),
(752-5580-D-1 DU) and (752-5580-D-2 DU)
Method 353.2_Nitrite: The matrix spike / matrix spike duplicate (MS/MSD) recoveries for analytical batch 752-2300 were outside control
limits for Nitrite. Sample matrix interference is suspected because the associated laboratory control sample (LCS) recovery is within
acceptance limits.
Method 901213: Sample tested positive for nitrite/nitrate prior to analysis. Sulfamic acid was added to 25ml of sample. 6301-MW18
(752-5580-10) and 6301-MW19 (752-5580-11)
Eurofins Raleigh
Page 7 of 150 5/3/2023

Case Narrative C
Client: S&ME, Inc. Job ID: 752-5580-1
Project/Site: Moore County Landfill
Job ID: 752-5580-1 (Continued)
Laboratory: Eurofins Raleigh (Continued)
Method SM4500_S2_F: The method requirement for no headspace was not met. The following samples were analyzed with headspace
in the sample container(s): 6301-MW11SR (752-5580-2), 6301-MW4 (752-5580-3), 6301-MW11DR (752-5580-4), 6301-MW13SR
(752-5580-5), 6301-MW13DR (752-5580-6), 6301-MW17S (752-5580-7), 6301-MW17D (752-5580-8), 6301-MW14 (752-5580-9),
6301-MW18 (752-5580-10), 6301-MW19 (752-5580-11), 6301-MW6 (752-5580-12), 6301-Duplicate (752-5580-23), (752-5580-F-9 MS)
and (752-5580-F-9 MSD).
Method SM4500_S2_F: The method requirement for no headspace was not met. The following samples were analyzed with headspace
in the sample container(s): 6301-MW7 (752-5580-13), 6301-MW9 (752-5580-15) and 6301-MW15R (752-5580-16).
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. C
Eurofins Raleigh
Page 8 of 150 5/3/20g3

Detection Summary
Client: S&ME, Inc.
Job ID:
752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW5
Lab Sample ID: 752-5580-1
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
Carbon dioxide
22200
12000
2600
ug/L
1
RSK-175
Total/NA
Chloride
5.21
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Sulfate
0.952
J
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Barium
65.3
5.00
0.890
ug/L
1
6020B
Total
Recoverable
Cobalt
1.01
0.500
0.220
ug/L
1
6020B
Total
Recoverable
Lead
0.260
J
2.50
0.210
ug/L
1
6020B
Total
Recoverable
Manganese
35.6
5.00
2.20
ug/L
1
6020B
Total
Recoverable
Nitrate Nitrite as N
0.596
0.100
0.0410
mg/L
1
353.2
Total/NA
Total Organic Carbon
0.887
J
1.00
0.500
mg/L
1
9060A
Total/NA
Nitrate as N
0.596
0.100
0.0250
mg/L
1
Nitrate by calc
Total/NA
Total Dissolved Solids
138
50.0
50.0
mg/L
1
SM 2540C
Total/NA
Client Sample ID: 6301-MW11SR
Lab Sample ID: 752-5580-2
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
3.43
J
5.00
3.20
ug/L
10
8260D SIM 14D
Total/NA
1,4-Dichlorobenzene
0.984
J
1.00
0.640
ug/L
1
8260D
Total/NA
Benzene
1.51
1.00
0.130
ug/L
1
8260D
Total/NA
Chlorobenzene
0.992
J
1.00
0.150
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
0.896
J
1.00
0.200
ug/L
1
8260D
Total/NA
Tetrahydrofuran
4.16
J
5.00
1.50
ug/L
1
8260D
Total/NA
Vinyl chloride
1.59
1.00
0.500
ug/L
1
8260D
Total/NA
Carbon dioxide
265000
12000
2600
ug/L
1
RSK-175
Total/NA
Methane - DL
4600
100
60.0
ug/L
20
RSK-175
Total/NA
Chloride
18.3
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Sulfate
9.35
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Arsenic
4.95
3.00
0.860
ug/L
1
6020B
Total
Recoverable
Barium
62.2
5.00
0.890
ug/L
1
6020B
Total
Recoverable
Iron
137000
100
12.0
ug/L
1
6020B
Total
Recoverable
Manganese
419
5.00
2.20
ug/L
1
6020B
Total
Recoverable
Vanadium
0.960
J
10.0
0.630
ug/L
1
6020B
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
539
5.00
2.20
mg/L
1
2320B-2011
Total/NA
Total Organic Carbon
14.4
1.00
0.500
mg/L
1
9060A
Total/NA
Total Dissolved Solids
444
50.0
50.0
mg/L
1
SM 2540C
Total/NA
Client Sample ID: 6301-MW4
Lab Sample ID: 752-5580-3
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
Carbon dioxide
13000
12000
2600
ug/L
1
RSK-175
Total/NA
Sulfate
3.40
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
0.478
J
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Barium
5.70
5.00
0.890
ug/L
1
6020B
Total
Recoverable
Chromium
1.37
J
5.00
1.20
ug/L
1
6020B
Total
Recoverable
This Detection Summary does not include radiochemical
test results.
Eurofins Raleigh
Page 9 of 150
5/3/2023

Detection Summary
Client: S&ME, Inc.
Job ID:
752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW4
(Continued)
Lab Sample ID: 752-5580-3
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
Copper
1.82
J
5.00
1.08
ug/L
1
6020B
Total
Recoverable
Iron
177
100
12.0
ug/L
1
60206
Total
Recoverable
Lead
0.435
J
2.50
0.210
ug/L
1
6020B
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
9.90
5.00
2.20
mg/L
1
2320E-2011
Total/NA
Nitrate Nitrite as N
0.138
0.100
0.0410
mg/L
1
353.2
Total/NA
Total Organic Carbon
7.51
1.00
0.500
mg/L
1
9060A
Total/NA
Nitrate as N
0.138
0.100
0.0250
mg/L
1
Nitrate by calc
Total/NA
Total Dissolved Solids
84.0
50.0
50.0
mg/L
1
SM 2540C
Total/NA
Client Sample ID: 6301-MW11DR
Lab Sample ID: 752-5580-4
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
3.17
0.500
0.320
ug/L
1
8260D SIM 14D
Total/NA
1,4-Dichlorobenzene
1.15
1.00
0.640
ug/L
1
8260D
Total/NA
Benzene
1.34
1.00
0.130
ug/L
1
8260D
Total/NA
Chlorobenzene
0.884
J
1.00
0.150
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
1.51
1.00
0.200
ug/L
1
8260D
Total/NA
Tetrahydrofuran
3.02
J
5.00
1.50
ug/L
1
8260D
Total/NA
Vinyl chloride
1.11
1.00
0.500
ug/L
1
8260D
Total/NA
Sulfate
6.83
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
18.1
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Arsenic
0.930
J
3.00
0.860
ug/L
1
6020B
Total
Recoverable
Barium
50.0
5.00
0.890
ug/L
1
6020B
Total
Recoverable
Cobalt
0.880
0.500
0.220
ug/L
1
6020B
Total
Recoverable
Iron
90900
100
12.0
ug/L
1
6020B
Total
Recoverable
Manganese
160
5.00
2.20
ug/L
1
6020B
Total
Recoverable
Nickel
0.500
J
5.00
0.420
ug/L
1
6020B
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
268
5.00
2.20
mg/L
1
2320E-2011
Total/NA
Total Dissolved Solids
316
50.0
50.0
mg/L
1
SM 2540C
Total/NA
Client Sample ID: 6301-MW13SR
Lab Sample ID: 752-5580-5
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
7.41
0.500
0.320
ug/L
1
8260D SIM 14D
Total/NA
Benzene
0.301
J
1.00
0.130
ug/L
1
8260D
Total/NA
Chlorobenzene
0.711
J
1.00
0.150
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
0.322
J
1.00
0.200
ug/L
1
8260D
Total/NA
Sulfate
31.8
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
14.2
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Arsenic
5.90
3.00
0.860
ug/L
1
6020B
Total
Recoverable
Barium
25.5
5.00
0.890
ug/L
1
6020B
Total
Recoverable
Chromium
2.48
J
5.00
1.20
ug/L
1
6020B
Total
Recoverable
This Detection Summary does not include radiochemical test results.
Page 10 of 150
Eurofins Raleigh
5/3/2023

Detection Summary
Client: S&ME, Inc.
Job ID:
752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW13SR (Continued)
Lab
Sample ID: 752-5580-5
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac
D Method
Prep Type
Cobalt
0.680
0.500
0.220
ug/L
1
6020B
Total
Recoverable
Iron
90600
100
12.0
ug/L
1
60206
Total
Recoverable
Manganese
712
5.00
2.20
ug/L
1
6020B
Total
Recoverable
Nickel
0.965
J
5.00
0.420
ug/L
1
6020B
Total
Recoverable
Vanadium
2.12
J
10.0
0.630
ug/L
1
6020B
Total
Recoverable
Zinc
3.55
J
20.0
2.80
ug/L
1
6020B
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
93.8
5.00
2.20
mg/L
1
23206-2011
Total/NA
Total Dissolved Solids
230
50.0
50.0
mg/L
1
SM 2540C
Total/NA
Client Sample ID: 6301-MW13DR
Lab
Sample ID: 752-5580-6
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac
D Method
Prep Type
1,4-Dioxane
4.53
0.500
0.320
ug/L
1
8260D SIM 14D
Total/NA
Benzene
0.262
J
1.00
0.130
ug/L
1
8260D
Total/NA
Chlorobenzene
0.412
J
1.00
0.150
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
0.493
J
1.00
0.200
ug/L
1
8260D
Total/NA
Sulfate
8.64
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
9.07
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Barium
47.1
5.00
0.890
ug/L
1
6020B
Total
Recoverable
Cobalt
1.16
0.500
0.220
ug/L
1
6020B
Total
Recoverable
Iron
12500
100
12.0
ug/L
1
6020B
Total
Recoverable
Manganese
127
5.00
2.20
ug/L
1
6020B
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
32.9
5.00
2.20
mg/L
1
2320B-2011
Total/NA
Total Dissolved Solids
112
50.0
50.0
mg/L
1
SM 2540C
Total/NA
Client Sample ID: 6301-MW17S
Lab
Sample ID: 752-5580-7
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac
D Method
Prep Type
Sulfate
3.10
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
4.15
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Barium
109
5.00
0.890
ug/L
1
6020B
Total
Recoverable
Cobalt
1.30
0.500
0.220
ug/L
1
6020B
Total
Recoverable
Iron
39.3
J
100
12.0
ug/L
1
6020B
Total
Recoverable
Lead
1.37
J
2.50
0.210
ug/L
1
6020B
Total
Recoverable
Manganese
25.1
5.00
2.20
ug/L
1
6020B
Total
Recoverable
Nickel
1.38
J
5.00
0.420
ug/L
1
6020B
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
3.24
J
5.00
2.20
mg/L
1
2320B-2011
Total/NA
Total Dissolved Solids
140
50.0
50.0
mg/L
1
SM 2540C
Total/NA
This Detection Summary does not include radiochemical test results.
Page 11 of 150
Eurofins Raleigh
5/3/2023

Detection Summary
Client: S&ME, Inc.
Job ID:
752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW17D
Lab Sample ID: 752-5580-8
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
8.58
0.500
0.320
ug/L
1
8260D SIM 14D
Total/NA
Sulfate
26.7
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
1.50
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Barium
11.5
5.00
0.890
ug/L
1
6020B
Total
Recoverable
Iron
107
100
12.0
ug/L
1
6020B
Total
Recoverable
Manganese
2.23
J
5.00
2.20
ug/L
1
6020B
Total
Recoverable
Vanadium
2.02
J
10.0
0.630
ug/L
1
6020B
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
110
5.00
2.20
mg/L
1
2320B-2011
Total/NA
Total Dissolved Solids
202
50.0
50.0
mg/L
1
SM 2540C
Total/NA
Client Sample ID: 6301-MW14
Lab Sample ID: 752-5580-9
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
15.3
5.00
3.20
ug/L
10
8260D SIM 14D
Total/NA
1,2-Dichlorobenzene
0.632
J
1.00
0.500
ug/L
1
8260D
Total/NA
1,4-Dichlorobenzene
1.54
1.00
0.640
ug/L
1
8260D
Total/NA
Benzene
1.27
1.00
0.130
ug/L
1
8260D
Total/NA
Chlorobenzene
2.97
1.00
0.150
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
0.876
J
1.00
0.200
ug/L
1
8260D
Total/NA
Tetrahydrofuran
6.41
5.00
1.50
ug/L
1
8260D
Total/NA
Vinyl chloride
1.58
1.00
0.500
ug/L
1
8260D
Total/NA
Sulfate
2.79
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
65.1
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Arsenic
8.39
3.00
0.860
ug/L
1
6020B
Total
Recoverable
Barium
38.3
5.00
0.890
ug/L
1
6020B
Total
Recoverable
Iron
132000
100
12.0
ug/L
1
6020B
Total
Recoverable
Manganese
161
5.00
2.20
ug/L
1
6020B
Total
Recoverable
Nickel
0.500
J
5.00
0.420
ug/L
1
6020B
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
266
5.00
2.20
mg/L
1
2320B-2011
Total/NA
Total Dissolved Solids
368
50.0
50.0
mg/L
1
SM 2540C
Total/NA
Client Sample ID: 6301-MW18
Lab Sample ID: 752-5580-10
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
10.6
5.00
3.20
ug/L
10
8260D SIM 14D
Total/NA
Acetone
15.4
J
25.0
10.0
ug/L
1
8260D
Total/NA
Benzene
0.475
J
1.00
0.130
ug/L
1
8260D
Total/NA
Chlorobenzene
0.329
J
1.00
0.150
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
0.985
J
1.00
0.200
ug/L
1
8260D
Total/NA
Tetrahydrofuran
3.29
J
5.00
1.50
ug/L
1
8260D
Total/NA
gamma-BHC (Lindane)
0.00171
J p
0.0500
0.00100
ug/L
1
8081 B/8082A
Total/NA
Sulfate
42.4
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
35.8
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Arsenic
1.55
J
3.00
0.860
ug/L
1
6020B
Total
Recoverable
This Detection Summary does not include radiochemical test results.
Page 12 of 150
Eurofins Raleigh
5/3/2023

Detection Summary
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW18 (Continued)
Analyte
Result
Qualifier
Barium
84.1
Cobalt
0.225
J
Iron
37100
Manganese
130
Nickel
0.470
J
Alkalinity as CaCO3 to pH 4.5
299
Total Dissolved Solids
506
Client Sample ID: 6301-MW19
Analyte
Result
Qualifier
1,4-Dioxane
6.79
Benzene
1.15
Chlorobenzene
0.217
J
cis-1,2-Dichloroethene
0.253
J
Toluene
0.531
J
Sulfate
30.4
Chloride
29.3
Barium
63.9
Cobalt
0.245
J
Iron
1360
Manganese
82.1
Nickel
0.840
J
Alkalinity as CaCO3 to pH 4.5
148
Total Dissolved Solids
340
Client Sample ID: 6301-MW6
Analyte
Result
Qualifier
1,4-Dioxane
0.606
Benzene
1.96
Chlorobenzene
0.512
J
cis-1,2-Dichloroethene
0.972
J
Toluene
0.499
J
Vinyl chloride
0.759
J
Carbon dioxide
224000
Methane - DL
7030
Sulfate
11.9
Chloride
6.91
Arsenic
10.3
Barium
32.2
Alkalinity as CaCO3 to pH 4.5
179
Total Organic Carbon
6.72
This Detection Summary does not include radiochemical test results.
F
Job ID: 752-5580-1
Lab Sample ID: 752-5580-10
RL
MDL
Unit
Dil Fac D
Method
Prep Type
5.00
0.890
ug/L
1
6020B
Total
Recoverable
0.500
0.220
ug/L
1
6020B
Total
Recoverable
100
12.0
ug/L
1
6020B
Total
Recoverable
5.00
2.20
ug/L
1
6020B
Total
Recoverable
5.00
0.420
ug/L
1
6020B
Total
Recoverable
5.00
2.20
mg/L
1
2320E-2011
Total/NA
50.0
50.0
mg/L
1
SM 2540C
Total/NA
Lab Sample
-
ID: 752-5580-11
RL
MDL
Unit
Dil Fac D
Method
Prep Type
5.00
3.20
ug/L
10
8260D SIM 14D
Total/NA
1.00
0.130
ug/L
1
8260D
Total/NA
1.00
0.150
ug/L
1
8260D
Total/NA
1.00
0.200
ug/L
1
8260D
Total/NA
1.00
0.410
ug/L
1
8260D
Total/NA
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
5.00
0.890
ug/L
1
6020B
Total
Recoverable
0.500
0.220
ug/L
1
6020B
Total
Recoverable
100
12.0
ug/L
1
6020B
Total
Recoverable
5.00
2.20
ug/L
1
6020B
Total
Recoverable
5.00
0.420
ug/L
1
6020B
Total
Recoverable
5.00
2.20
mg/L
1
2320B-2011
Total/NA
50.0
50.0
mg/L
1
SM 2540C
Total/NA
Lab Sample ID: 752-5580-12
RL
MDL
Unit
Dil Fac D
Method
Prep Type
0.500
0.320
ug/L
1
8260D SIM 14D
Total/NA
1.00
0.130
ug/L
1
8260D
Total/NA
1.00
0.150
ug/L
1
8260D
Total/NA
1.00
0.200
ug/L
1
8260D
Total/NA
1.00
0.410
ug/L
1
8260D
Total/NA
1.00
0.500
ug/L
1
8260D
Total/NA
12000
2600
ug/L
1
RSK-175
Total/NA
100
60.0
ug/L
20
RSK-175
Total/NA
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
3.00
0.860
ug/L
1
6020B
Total
Recoverable
5.00
0.890
ug/L
1
6020B
Total
Recoverable
5.00
2.20
mg/L
1
2320B-2011
Total/NA
1.00
0.500
mg/L
1
9060A
Total/NA
Eurofins Raleigh
Page 13 of 150 5/3/2023

Detection Summary
Client: S&ME, Inc.
Job ID:
752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW7
Lab Sample ID: 752-5580-13
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
1.26
0.500
0.320
ug/L
1
8260D SIM 14D
Total/NA
2-Butanone (MEK)
6.13
J
25.0
2.60
ug/L
1
8260D
Total/NA
Acetone
676
25.0
10.0
ug/L
1
8260D
Total/NA
Benzene
0.547
J
1.00
0.130
ug/L
1
8260D
Total/NA
Chlorobenzene
0.296
J
1.00
0.150
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
0.212
J
1.00
0.200
ug/L
1
8260D
Total/NA
Vinyl chloride
2.78
1.00
0.500
ug/L
1
8260D
Total/NA
Carbon dioxide
183000
12000
2600
ug/L
1
RSK-175
Total/NA
Methane - DL
8650
250
150
ug/L
50
RSK-175
Total/NA
Chloride
8.36
1.00
0.400
mg/L
2
300.0-1993 R2.1
Total/NA
Arsenic
3.42
3.00
0.860
ug/L
1
6020B
Total
Recoverable
Barium
25.4
5.00
0.890
ug/L
1
6020B
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
153
5.00
2.20
mg/L
1
2320E-2011
Total/NA
Total Organic Carbon
14.0
1.00
0.500
mg/L
1
9060A
Total/NA
Client Sample ID: 6301-MW8
Lab Sample ID: 752-5580-14
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
9.17
0.500
0.320
ug/L
1
8260D SIM 14D
Total/NA
Acetone
35.5
25.0
10.0
ug/L
1
8260D
Total/NA
Benzene
1.21
1.00
0.130
ug/L
1
8260D
Total/NA
Chlorobenzene
1.02
1.00
0.150
ug/L
1
8260D
Total/NA
Carbon dioxide
172000
12000
2600
ug/L
1
RSK-175
Total/NA
Methane - DL
6440
100
60.0
ug/L
20
RSK-175
Total/NA
Sulfate
0.807
J
1.00
0.400
mg/L
1
300.0-1993 R2.1
Total/NA
Chloride
20.5
0.500
0.200
mg/L
1
300.0-1993 R2.1
Total/NA
Arsenic
7.77
3.00
0.860
ug/L
1
6020B
Total
Recoverable
Barium
47.9
5.00
0.890
ug/L
1
6020B
Total
Recoverable
Cadmium
0.0800
J
0.500
0.0780
ug/L
1
6020B
Total
Recoverable
Chromium
2.64
J
5.00
1.20
ug/L
1
6020B
Total
Recoverable
Lead
0.820
J
2.50
0.210
ug/L
1
6020B
Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
173
5.00
2.20
mg/L
1
2320B-2011
Total/NA
Total Organic Carbon
17.5
1.00
0.500
mg/L
1
9060A
Total/NA
Client Sample ID: 6301-MW9
Lab Sample ID: 752-5580-15
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D
Method
Prep Type
1,4-Dioxane
47.5
5.00
3.20
ug/L
10
8260D SIM 14D
Total/NA
1,4-Dichlorobenzene
1.69
1.00
0.640
ug/L
1
8260D
Total/NA
Benzene
2.44
1.00
0.130
ug/L
1
8260D
Total/NA
Chlorobenzene
6.35
1.00
0.150
ug/L
1
8260D
Total/NA
cis-1,2-Dichloroethene
0.695
J
1.00
0.200
ug/L
1
8260D
Total/NA
Carbon dioxide
208000
12000
2600
ug/L
1
RSK-175
Total/NA
Methane - DL
3300
100
60.0
ug/L
20
RSK-175
Total/NA
Chloride
138
2.50
1.00
mg/L
5
300.0-1993 R2.1
Total/NA
Arsenic
37.9
3.00
0.860
ug/L
1
6020B
Total
Recoverable
This Detection Summary does not include radiochemical test results.
Eurofins Raleigh
Page 14 of 150 5/3/2023

Detection Summary
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW9 (Continued)
Analyte
Result Qualifier
Barium
92.6
Alkalinity as CaCO3 to pH 4.5
874
Sulfide
0.966
Total Organic Carbon
40.8
F
Job ID: 752-5580-1
Lab Sample ID: 752-5580-15
RL
MDL
Unit
Dil Fac
D Method
Prep Type
5.00
0.890
ug/L
1
6020B
Total
Recoverable
5.00
2.20
mg/L
1
2320B-2011
Total/NA
0.893
0.893
mg/L
1
4500 S2 F-2011
Total/NA
1.00
0.500
mg/L
1
9060A
Total/NA
Client Sample ID: 6301-MW15R
Lab Sample ID: 752-5580-16
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D Method Prep Type
Benzene
0.395
J
1.00
0.130
ug/L
1 8260D Total/NA
Chlorobenzene
0.243
J
1.00
0.150
ug/L
1 8260D Total/NA
cis- 1,2-Dichloroethene
0.642
J
1.00
0.200
ug/L
1 8260D Total/NA
Carbon dioxide
141000
12000
2600
ug/L
1 RSK-175 Total/NA
Methane - DL
2020
50.0
30.0
ug/L
10 RSK-175 Total/NA
Sulfate
6.66
1.00
0.400
mg/L
1 300.0-1993 R2.1 Total/NA
Chloride
1.88
0.500
0.200
mg/L
1 300.0-1993 R2.1 Total/NA
Arsenic
7.98
3.00
0.860
ug/L
1 6020B Total
Recoverable
Barium
28.3
5.00
0.890
ug/L
1 6020B Total
Recoverable
Alkalinity as CaCO3 to pH 4.5
84.8
5.00
2.20
mg/L
1 2320B-2011 Total/NA
Total Organic Carbon
1.58
1.00
0.500
mg/L
1 9060A Total/NA
Client Sample ID: 6301-SW1
Lab Sample ID: 752-5580-17
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D Method Prep Type C
1,4-Dioxane
2.86
0.500
0.320
ug/L
1 8260D SIM 14D Total/NA
Chlorobenzene
0.546
J
1.00
0.150
ug/L
1 8260D Total/NA
Barium
18.5
5.00
0.890
ug/L
1 6020B Total
Recoverable
Client Sample ID: 6301-SW2
Lab Sample ID: 752-5580-18
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D Method Prep Type
Barium
11.6
5.00
0.890
ug/L
1 6020B Total
Recoverable
Client Sample ID: 6301-SW3
Lab Sample ID: 752-5580-19
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D Method Prep Type
1,4-Dioxane
2.98
0.500
0.320
ug/L
1 8260D SIM 14D Total/NA
Chlorobenzene
0.231
J
1.00
0.150
ug/L
1 8260D Total/NA
Barium
18.5
5.00
0.890
ug/L
1 6020B Total
Recoverable
Client Sample ID: 6301-SW4
Lab Sample ID: 752-5580-20
Analyte
Result
Qualifier
RL
MDL
Unit
Dil Fac D Method Prep Type
Tetrahydrofuran
7.45
5.00
1.50
ug/L
1 8260D Total/NA
Arsenic
4.18
3.00
0.860
ug/L
1 6020B Total
Recoverable
Barium
39.3
5.00
0.890
ug/L
1 6020B Total
Recoverable
Chromium
7.72
5.00
1.20
ug/L
1 6020B Total
Recoverable
This Detection Summary does not include radiochemical test results.
Page 15 of 150
Eurofins Raleigh
5/3/2023

Detection Summary
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-SW4 (Continued)
Lab Sample ID: 752-5580-20
Analyte Result
Qualifier
RL
MDL
Unit
Dil Fac D Method Prep Type
Lead 1.61
J
2.50
0.210
ug/L
1 6020B Total
Recoverable
Client Sample ID: 6301-Field Blank
Lab Sample ID: 752-5580-21
No Detections.
r
Client Sample ID: 6301-Trip Blank
Lab Sample ID: 752-5580-22
1 No Detections.
Client Sample ID: 6301-Duplicate
Lab Sample ID: 752-5580-23 E:
Analyte Result
Qualifier
RL
MDL
Unit
Dil Fac D Method Prep Type F
1,4-Dioxane 11.0
5.00
3.20
ug/L
10 8260D SIM 14D Total/NA
Acetone 10.2
J
25.0
10.0
ug/L
1 8260D Total/NA
Benzene 0.451
J
1.00
0.130
ug/L
1 8260D Total/NA
Chlorobenzene 0.291
J
1.00
0.150
ug/L
1 8260D Total/NA
cis- 1,2-Dichloroethene 0.914
J
1.00
0.200
ug/L
1 8260D Total/NA
Tetrahydrofuran 3.20
J
5.00
1.50
ug/L
1 8260D Total/NA
Sulfate 41.3
1.00
0.400
mg/L
1 300.0-1993 R2.1 Total/NA
Chloride 35.8
0.500
0.200
mg/L
1 300.0-1993 R2.1 Total/NA
Alkalinity as CaCO3 to pH 4.5 305
5.00
2.20
mg/L
1 2320B-2011 Total/NA
Total Dissolved Solids 466
50.0
50.0
mg/L
1 SM 2540C Total/NA
This Detection Summary does not include radiochemical test results.
Page 16 of 150
Eurofins Raleigh
5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW5 Lab Sample ID: 752-5580-1
Date Collected: 04/11/23 11:25 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,4-Dioxane
<0.320
U
0.500
0.320
ug/L
04/19/2312:39
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
93
70 - 130
04119123 12:39
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
<0.160
U
1.00
0.160
ug/L
04/20/23 16:20
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/20/23 16:20
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/20/23 16:20
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/20/23 16:20
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/20/23 16:20
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 16:20
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/20/23 16:20
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/20/23 16:20
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/20/23 16:20
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/20/23 16:20
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/20/23 16:20
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/20/23 16:20
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/20/23 16:20
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/20/23 16:20
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/20/23 16:20
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/20/23 16:20
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/20/23 16:20
1
Benzene
<0.130
U
1.00
0.130
ug/L
04/20/23 16:20
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/20/23 16:20
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/20/23 16:20
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/20/23 16:20
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/20/23 16:20
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/20/23 16:20
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/20/23 16:20
1
Chlorobenzene
<0.150
U
1.00
0.150
ug/L
04/20/23 16:20
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/20/23 16:20
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/20/23 16:20
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/20/23 16:20
1
cis-1,2-Dichloroethene
<0.200
U
1.00
0.200
ug/L
04/20/23 16:20
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/20/23 16:20
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/20/23 16:20
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/20/23 16:20
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/20/23 16:20
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/20/23 16:20
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/20/23 16:20
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/20/23 16:20
1
Naphthalene
<3.00
U
5.00
3.00
ug/L
04/20/23 16:20
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/20/23 16:20
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/20/23 16:20
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/20/23 16:20
1
Tetrahydrofuran
<1.50
U
5.00
1.50
ug/L
04/20/23 16:20
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/20/23 16:20
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 16:20
1
0
Eurofins Raleigh
Page 17 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW5
Lab Sample
ID: 752-5580-1
Date Collected: 04/11/23 11:25
Matrix: Ground Water
Date Received: 04/11/23 18:00
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
<0.200
U
5.00
0.200
ug/L
04/20/23 16:20
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/20/23 16:20
1 �.
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/20/23 16:20
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/20/23 16:20
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/20/23 16:20
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/20/23 16:20
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/20/23 16:20
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/20/23 16:20
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
93
72 - 119
04/20/23 16:20
1
Dibromofluoromethane
104
75 - 126
04120123 16:20
1
Toluene-d8 (Surr)
94
64 - 132
04120123 16:20
1
1,2-Dichloroethane-d4 (Surr)
98
67- 134
04120123 16:20
1
Method: RSK-175 - Dissolved Gases (GC)
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Carbon dioxide
22200
12000
2600
ug/L
04/19/23 08:41
04/19/23 10:09
1
Ethane
<1.00
U
5.00
1.00
ug/L
04/21/2310:20
04/21/2319:28
1
Ethene
<1.00
U
5.00
1.00
ug/L
04/21/2310:20
04/21/2319:28
1
Methane
<3.00
U
5.00
3.00
ug/L
04/21/2310:20
04/21/2319:28
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
Propene
48
43 - 133
04121123 10:20
04/21/23 19:28
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Chloride
5.21
0.500
0.200
mg/L
04/21/2319:39
1
Sulfate
0.952
J
1.00
0.400
mg/L
04/21/2319:39
1
Method: SW846 6020B - Metals
(ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Antimony
<0.340
U
5.00
0.340
ug/L
04/14/23 05:50
04/14/23 13:19
1
Arsenic
<0.860
U
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 13:19
1
Barium
65.3
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 13:19
1
Beryllium
<0.200
U
0.500
0.200
ug/L
04/14/23 05:50
04/14/23 13:19
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 13:19
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 13:19
1
Cobalt
1.01
0.500
0.220
ug/L
04/14/23 05:50
04/14/23 13:19
1
Copper
<1.08
U
5.00
1.08
ug/L
04/14/23 05:50
04/14/23 13:19
1
Iron
<12.0
U
100
12.0
ug/L
04/14/23 05:50
04/14/23 13:19
1
Lead
0.260
J
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 13:19
1
Manganese
35.6
5.00
2.20
ug/L
04/14/23 05:50
04/14/23 13:19
1
Nickel
<0.420
U
5.00
0.420
ug/L
04/14/23 05:50
04/14/23 13:19
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 13:19
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 13:19
1
Thallium
<0.260
U
1.00
0.260
ug/L
04/14/23 05:50
04/14/23 13:19
1
Vanadium
<0.630
U
10.0
0.630
ug/L
04/14/23 05:50
04/14/23 13:19
1
Zinc
<2.80
U
20.0
2.80
ug/L
04/14/23 05:50
04/14/23 13:19
1
Eurofins Raleigh
Page 18 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW5 Lab Sample ID: 752-5580-1
Date Collected: 04/11/23 11:25 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
Mercury
<0.0800
U
General Chemistry
Analyte
Result
Qualifier
Alkalinity as CaCO3 to pH 4.5 (SM
<2.20
U
232013-2011)
Nitrate Nitrite as N (EPA 353.2)
0.596
Nitrite as N (EPA 353.2)
<0.0168
U F1
Sulfide (SM 4500 S2 F-2011)
<0.806
U
Total Organic Carbon (SW846
0.887
J
9060A)
Nitrate as N (SM Nitrate by calc)
0.596
Total Dissolved Solids (SM 2540C)
138
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
0.200
0.0800
ug/L
04/14/23 13:54 04/17/23 07:30
1 w
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
5.00
2.20
mg/L
04/14/2318:15
1
0.100
0.0410
mg/L
04/14/2310:44
1
0.100
0.0168
mg/L
04/12/2316:03
1
0.806
0.806
mg/L
04/17/2313:18
1
1.00
0.500
mg/L
04/20/23 04:41
1
0.100
0.0250
mg/L
04/21/2314:55
1
50.0
50.0
mg/L
04/17/2313:16
1
Client Sample ID: 6301-MW11SR Lab Sample ID: 752-5580-2
Date Collected: 04/11/23 12:50 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Analyte Result Qualifier RL MDL Unit
1,4-Dioxane 3.43 J 5.00 3.20 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
1,1,1,2-Tetrachloroethane
<0.160
U
1.00
1,1,1-Trichloroethane
<0.180
U
1.00
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
1,1,2-Trichloroethane
<0.210
U
5.00
1,1-Dichloroethane
<0.500
U
1.00
1,1-Dichloroethene
<0.500
U
1.00
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1,2-Dibromoethane
<0.230
U
1.00
1,2-Dichlorobenzene
<0.500
U
1.00
1,2-Dichloroethane
<0.190
U
1.00
1,2-Dichloropropane
<0.500
U
1.00
1,4-Dichlorobenzene
0.984
J
1.00
2-Butanone (MEK)
<2.60
U
25.0
2-Hexanone
<1.40
U
25.0
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
Acetone
<10.0
U
25.0
Acrylonitrile
<2.80
U
10.0
Benzene
1.51
1.00
Bromochloromethane
<0.210
U
1.00
Bromodichloromethane
<0.500
U
1.00
Bromoform
<0.250
U
5.00
Bromomethane
<0.980
U
1.00
Carbon disulfide
<0.500
U
1.00
Carbon tetrachloride
<0.190
U
1.00
MDL Unit
0.160 ug/L
0.180 ug/L
0.500 ug/L
0.210 ug/L
0.500 ug/L
0.500 ug/L
1.50 ug/L
0.230 ug/L
0.500 ug/L
0.190 ug/L
0.500 ug/L
0.640 ug/L
2.60 ug/L
1.40 ug/L
1.80 ug/L
10.0 ug/L
2.80 ug/L
0.130 ug/L
0.210 ug/L
0.500 ug/L
0.250 ug/L
0.980 ug/L
0.500 ug/L
0.190 ug/L
D Prepared
Analyzed
Dil Fac
04/19/23 18:56
10
Prepared
Analyzed
Dil Fac
04119123 18:56
10
D Prepared
Analyzed
Dil Fac
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
Page 19 of 150
Eurofins Raleigh
5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW11SR Lab Sample ID: 752-5580-2
Date Collected: 04/11/23 12:50 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
Chlorobenzene
0.992
J
1.00
0.150
ug/L
Chloroethane
<0.760
U
1.00
0.760
ug/L
Chloroform
<1.00
U
1.00
1.00
ug/L
Chloromethane
<0.320
U
1.00
0.320
ug/L
cis-1,2-Dichloroethene
0.896
J
1.00
0.200
ug/L
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
Dibromomethane
<0.220
U
5.00
0.220
ug/L
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
lodomethane
<0.900
U
1.00
0.900
ug/L
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
Naphthalene
<3.00
U
5.00
3.00
ug/L
o-Xylene
<0.600
U
5.00
0.600
ug/L
Styrene
<1.00
U
1.00
1.00
ug/L
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
Tetrahydrofuran
4.16
J
5.00
1.50
ug/L
Toluene
<0.410
U
1.00
0.410
ug/L
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
Trichloroethene
<0.150
U
1.00
0.150
ug/L
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
Vinyl chloride
1.59
1.00
0.500
ug/L
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-d8 (Surr)
1,2-Dichloroethene-d4 (Surr)
D Prepared Analyzed
Dil Fac
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
04/20/23 16:46
1
%Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
93
72 - 119
04120123 16:46
1
104
75 - 126
04120123 16:46
1
93
64 - 132
04120123 16:46
1
96
67 - 134
04120123 16:46
1
Method: RSK-175 - Dissolved Gases (GC)
Analyte
Result
Qualifier
Carbon dioxide
265000
Ethane
<1.00
U
Ethene
<1.00
U
Surrogate
%Recovery
Qualifier
Propene
34
S1-
Method: RSK-175 - Dissolved Gases (GC) - DL
Analyte
Result
Qualifier
Methane
4600
Surrogate
Propene
RL
MDL
Unit
D Prepared
Analyzed Dil Fac
12000
2600
ug/L
04/19/23 08:41
04/19/23 10:17 1
5.00
1.00
ug/L
04/21/2310:20
04/21/2319:45 1
5.00
1.00
ug/L
04/21/2310:20
04/21/2319:45 1
Limits
43-133
RL MDL Unit
100 60.0 ug/L
%Recovery Qualifier Limits
71 43-133
Prepared Analyzed Dil Fac
0412112310:20 0412112319:45 1
D Prepared Analyzed Dil Fac
04/24/2314:05 04/25/2317:26 20
Prepared Analyzed Dil Fac
0412412314:05 0412512317:26 20
0
Page 20 of 150
Eurofins Raleigh
5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW11SR Lab Sample ID: 752-5580-2
Date Collected: 04/11/23 12:50 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte Result Qualifier RL MDL Unit
Chloride 18.3 0.500 0.200 mg/L
Sulfate 9.35 1.00 0.400 mg/L
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
D Prepared Analyzed Dil Fac
04/21 /23 19:52 1
04/21/2319:52 1
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Antimony
<0.340
U
5.00
0.340
ug/L
04/14/23 05:50
04/14/23 13:31
1
Arsenic
4.95
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 13:31
1
Barium
62.2
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 13:31
1
Beryllium
<0.200
U
0.500
0.200
ug/L
04/14/23 05:50
04/14/23 13:31
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 13:31
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 13:31
1
Cobalt
<0.220
U
0.500
0.220
ug/L
04/14/23 05:50
04/14/23 13:31
1
Copper
<1.08
U
5.00
1.08
ug/L
04/14/23 05:50
04/14/23 13:31
1
Iron
137000
100
12.0
ug/L
04/14/23 05:50
04/14/23 13:31
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 13:31
1
Manganese
419
5.00
2.20
ug/L
04/14/23 05:50
04/14/23 13:31
1
Nickel
<0.420
U
5.00
0.420
ug/L
04/14/23 05:50
04/14/23 13:31
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 13:31
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 13:31
1
Thallium
<0.260
U
1.00
0.260
ug/L
04/14/23 05:50
04/14/23 13:31
1
Vanadium
0.960
J
10.0
0.630
ug/L
04/14/23 05:50
04/14/23 13:31
1
Zinc
<2.80
U
20.0
2.80
ug/L
04/14/23 05:50
04/14/23 13:31
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/14/23 13:54
04/17/23 07:35
1
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
539
5.00
2.20
mg/L
04/14/23 18:29
1
23206-2011)
Nitrate Nitrite as N (EPA 353.2)
<0.0410
U
0.100
0.0410
mg/L
04/14/23 10:45
1
Nitrite as N (EPA 353.2)
<0.0168
U
0.100
0.0168
mg/L
04/12/23 16:06
1
Sulfide (SM 4500 S2 F-2011)
<0.833
U
0.833
0.833
mg/L
04/17/23 13:18
1
Total Organic Carbon (SW846
14.4
1.00
0.500
mg/L
04/20/23 04:56
1
9060A)
Nitrate as N (SM Nitrate by calc)
<0.0250
U
0.100
0.0250
mg/L
04/21/23 14:55
1
Total Dissolved Solids (SM 2540C)
444
50.0
50.0
mg/L
04/17/23 13:16
1
Client Sample ID: 6301-MW4 Lab Sample ID: 752-5580-3
Date Collected: 04/11/23 10:00 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,4-Dioxane <0.320 U 0.500 0.320 ug/L 04/19/2313:06 1
Surrogate %Recovery Qualifier Limits
4-Bromofluorobenzene (Surr) 91 70 - 130
Prepared Analyzed Dil Fac
04119123 13:06 1
Eurofins Raleigh
Page 21 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW4 Lab Sample ID: 752-5580-3
Date Collected: 04/11/23 10:00 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result
Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.160
U
1.00
1,1,1-Trichloroethane
<0.180
U
1.00
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
1,1,2-Trichloroethane
<0.210
U
5.00
1,1-Dichloroethane
<0.500
U
1.00
1,1-Dichloroethene
<0.500
U
1.00
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1,2-Dibromoethane
<0.230
U
1.00
1,2-Dichlorobenzene
<0.500
U
1.00
1,2-Dichloroethane
<0.190
U
1.00
1,2-Dichloropropane
<0.500
U
1.00
1,4-Dichlorobenzene
<0.640
U
1.00
2-Butanone (MEK)
<2.60
U
25.0
2-Hexanone
<1.40
U
25.0
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
Acetone
<10.0
U
25.0
Acrylonitrile
<2.80
U
10.0
Benzene
<0.130
U
1.00
Bromochloromethane
<0.210
U
1.00
Bromodichloromethane
<0.500
U
1.00
Bromoform
<0.250
U
5.00
Bromomethane
<0.980
U
1.00
Carbon disulfide
<0.500
U
1.00
Carbon tetrachloride
<0.190
U
1.00
Chlorobenzene
<0.150
U
1.00
Chloroethane
<0.760
U
1.00
Chloroform
<1.00
U
1.00
Chloromethane
<0.320
U
1.00
cis-1,2-Dichloroethene
<0.200
U
1.00
cis-1,3-Dichloropropene
<0.500
U
5.00
Dibromochloromethane
<0.240
U
1.00
Dibromomethane
<0.220
U
5.00
Ethylbenzene
<0.500
U
1.00
lodomethane
<0.900
U
1.00
m-Xylene & p-Xylene
<0.630
U
5.00
Methylene Chloride
<3.00
U
5.00
o-Xylene
<0.600
U
5.00
Styrene
<1.00
U
1.00
Tetrachloroethene
<0.900
U
1.00
Tetrahydrofuran
<1.50
U
5.00
Toluene
<0.410
U
1.00
trans- 1,2-Dichloroethene
<0.500
U
1.00
trans- 1,3-Dichloropropene
<0.200
U
5.00
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
Trichloroethene
<0.150
U
1.00
Trichlorofluoromethane
<0.520
U
1.00
Vinyl acetate
<0.930
U
25.0
Vinyl chloride
<0.500
U
1.00
Xylenes, Total
<1.60
U
10.0
MDL
Unit
D Prepared Analyzed
Dil Fac
0.160
ug/L
04/20/2317:13
1
0.180
ug/L
04/20/2317:13
1
0.500
ug/L
04/20/2317:13
1
0.210
ug/L
04/20/2317:13
1
0.500
ug/L
04/20/2317:13
1
0.500
ug/L
04/20/2317:13
1
1.50
ug/L
04/20/2317:13
1
0.230
ug/L
04/20/2317:13
1
0.500
ug/L
04/20/2317:13
1
0.190
ug/L
04/20/2317:13
1
0.500
ug/L
04/20/2317:13
1
0.640
ug/L
04/20/2317:13
1
2.60
ug/L
04/20/2317:13
1
1.40
ug/L
04/20/2317:13
1
1.80
ug/L
04/20/2317:13
1
10.0
ug/L
04/20/2317:13
1
2.80
ug/L
04/20/2317:13
1
0.130
ug/L
04/20/2317:13
1
0.210
ug/L
04/20/2317:13
1
0.500
ug/L
04/20/2317:13
1
0.250
ug/L
04/20/2317:13
1
0.980
ug/L
04/20/2317:13
1
0.500
ug/L
04/20/2317:13
1
0.190
ug/L
04/20/2317:13
1
0.150
ug/L
04/20/2317:13
1
0.760
ug/L
04/20/2317:13
1
1.00
ug/L
04/20/2317:13
1
0.320
ug/L
04/20/2317:13
1
0.200
ug/L
04/20/2317:13
1
0.500
ug/L
04/20/2317:13
1
0.240
ug/L
04/20/2317:13
1
0.220
ug/L
04/20/2317:13
1
0.500
ug/L
04/20/2317:13
1
0.900
ug/L
04/20/2317:13
1
0.630
ug/L
04/20/2317:13
1
3.00
ug/L
04/20/2317:13
1
0.600
ug/L
04/20/2317:13
1
1.00
ug/L
04/20/2317:13
1
0.900
ug/L
04/20/2317:13
1
1.50
ug/L
04/20/2317:13
1
0.410
ug/L
04/20/2317:13
1
0.500
ug/L
04/20/2317:13
1
0.200
ug/L
04/20/2317:13
1
1.00
ug/L
04/20/2317:13
1
0.150
ug/L
04/20/2317:13
1
0.520
ug/L
04/20/2317:13
1
0.930
ug/L
04/20/2317:13
1
0.500
ug/L
04/20/2317:13
1
1.60
ug/L
04/20/2317:13
1
0
Eurofins Raleigh
Page 22 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW4 Lab Sample ID: 752-5580-3
Date Collected: 04/11/23 10:00 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/20/2317:13
1
•
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
91
72 - 119
04120123 17:13
1
Dibromofluoromethane
107
75 - 126
04120123 17:13
1
Toluene-d8 (Surr)
94
64 - 132
04120123 17:13
1
1,2-Dichloroethane-d4 (Surr)
98
67- 134
04/20/23 17:13
1
Method: RSK-175 - Dissolved Gases (GC)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Carbon dioxide
13000
12000
2600
ug/L
04/19/23 08:41
04/19/23 10:46
1
Ethane
<1.00
U
5.00
1.00
ug/L
04/21/23 10:20
04/21/23 20:02
1
Ethene
<1.00
U
5.00
1.00
ug/L
04/21/23 10:20
04/21/23 20:02
1
Methane
<3.00
U
5.00
3.00
ug/L
04/21/23 10:20
04/21/23 20:02
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
Propene
50
43 - 133
04121123 10:20
04121123 20:02
1
Method: MCAWW 300.0-1993
R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Sulfate
3.40
1.00
0.400
mg/L
04/21/23 20:05
1
Chloride
0.478
J
0.500
0.200
mg/L
04/21/23 20:05
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Antimony
<0.340
U
5.00
0.340
ug/L
04/14/23 05:50
04/14/23 13:35
1
Arsenic
<0.860
U
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 13:35
1
Barium
5.70
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 13:35
1
Beryllium
<0.200
U
0.500
0.200
ug/L
04/14/23 05:50
04/14/23 13:35
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 13:35
1
Chromium
1.37
J
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 13:35
1
Cobalt
<0.220
U
0.500
0.220
ug/L
04/14/23 05:50
04/14/23 13:35
1
Copper
1.82
J
5.00
1.08
ug/L
04/14/23 05:50
04/14/23 13:35
1
Iron
177
100
12.0
ug/L
04/14/23 05:50
04/14/23 13:35
1
Lead
0.435
J
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 13:35
1
Manganese
<2.20
U
5.00
2.20
ug/L
04/14/23 05:50
04/14/23 13:35
1
Nickel
<0.420
U
5.00
0.420
ug/L
04/14/23 05:50
04/14/23 13:35
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 13:35
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 13:35
1
Thallium
<0.260
U
1.00
0.260
ug/L
04/14/23 05:50
04/14/23 13:35
1
Vanadium
<0.630
U
10.0
0.630
ug/L
04/14/23 05:50
04/14/23 13:35
1
Zinc
<2.80
U
20.0
2.80
ug/L
04/14/23 05:50
04/14/23 13:35
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/14/23 13:54
04/17/23 07:37
1
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
9.90
5.00
2.20
mg/L
04/14/23 22:11
1
232013-2011)
Eurofins Raleigh
Page 23 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW4 Lab Sample ID: 752-5580-3
Date Collected: 04/11/23 10:00 Matrix: Ground Water
Date Received: 04/11/23 18:00
General Chemistry (Continued)
Analyte
Nitrate Nitrite as N (EPA 353.2)
Nitrite as N (EPA 353.2)
Sulfide (SM 4500 S2 F-2011)
Total Organic Carbon (SW846
9060A)
Nitrate as N (SM Nitrate by calc)
Total Dissolved Solids (SM 2540C)
Result Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
0.138
0.100
0.0410
mg/L
04/14/2310:47
1
<0.0168 U
0.100
0.0168
mg/L
04/12/2316:08
1 �.
<0.833 U
0.833
0.833
mg/L
04/17/2313:18
1
7.51
1.00
0.500
mg/L
04/20/23 05:15
1
0.138
84.0
0.100 0.0250 mg/L
50.0 50.0 mg/L
04/21 /23 14:55
04/17/23 13:16
Client Sample ID: 6301-MW11DR
Date Collected: 04/10/23 15:05
Date Received: 04/11/23 18:00
Lab Sample ID: 752-5580-4
Matrix: Ground Water
Method: SW846 8260D SIM 14D - Volatile
Organic Compounds
(GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,4-Dioxane
3.17
0.500
0.320
ug/L
04/19/2313:33
1
Surrogate
%Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
92
70 - 130
04/19/23 13:33
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
<0.160
U
1.00
0.160
ug/L
04/20/23 17:39-
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/20/23 17:39
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/20/23 17:39
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/20/23 17:39
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/20/23 17:39
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 17:39
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/20/23 17:39
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/20/23 17:39
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/20/23 17:39
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/20/23 17:39
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/20/23 17:39
1
1,4-Dichlorobenzene
1.15
1.00
0.640
ug/L
04/20/23 17:39
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/20/23 17:39
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/20/23 17:39
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/20/23 17:39
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/20/23 17:39
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/20/23 17:39
1
Benzene
1.34
1.00
0.130
ug/L
04/20/23 17:39
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/20/23 17:39
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/20/23 17:39
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/20/23 17:39
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/20/23 17:39
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/20/23 17:39
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/20/23 17:39
1
Chlorobenzene
0.884
J
1.00
0.150
ug/L
04/20/23 17:39
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/20/23 17:39
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/20/23 17:39
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/20/23 17:39
1
cis-1,2-Dichloroethene
1.51
1.00
0.200
ug/L
04/20/23 17:39
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/20/23 17:39
1
Page 24 of 150
Eurofins Raleigh
5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW11DR
Lab Sample ID: 752-5580-4
Date Collected: 04/10/23 15:05
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/20/23 17:39
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/20/23 17:39
1 �.
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/20/23 17:39
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/20/23 17:39
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/20/23 17:39
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/20/23 17:39
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/20/23 17:39
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/20/23 17:39
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/20/23 17:39
1
Tetrahydrofuran
3.02
J
5.00
1.50
ug/L
04/20/23 17:39
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/20/23 17:39
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 17:39
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/20/23 17:39
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/20/23 17:39
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/20/23 17:39
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/20/23 17:39
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/20/23 17:39
1
Vinyl chloride
1.11
1.00
0.500
ug/L
04/20/23 17:39
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/20/23 17:39
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/20/23 17:39
1
Surrogate
%Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene
92
72 - 119
04/20/23 17:39
1
Dibromofluoromethane
107
75 - 126
04120123 17:39
1
Toluene-d8 (Surr)
91
64 - 132
04120123 17:39
1
1,2-Dichloroethane-d4 (Surr)
97
67- 134
04120123 17:39
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Sulfate
6.83
1.00
0.400
mg/L
04/21/23 20:18
1
Chloride
18.1
0.500
0.200
mg/L
04/21/23 20:18
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Antimony
<0.340
U
5.00
0.340
ug/L
04/14/23 05:50
04/14/23 13:39
1
Arsenic
0.930
J
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 13:39
1
Barium
50.0
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 13:39
1
Beryllium
<0.200
U
0.500
0.200
ug/L
04/14/23 05:50
04/14/23 13:39
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 13:39
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 13:39
1
Cobalt
0.880
0.500
0.220
ug/L
04/14/23 05:50
04/14/23 13:39
1
Copper
<1.08
U
5.00
1.08
ug/L
04/14/23 05:50
04/14/23 13:39
1
Iron
90900
100
12.0
ug/L
04/14/23 05:50
04/14/23 13:39
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 13:39
1
Manganese
160
5.00
2.20
ug/L
04/14/23 05:50
04/14/23 13:39
1
Nickel
0.500
J
5.00
0.420
ug/L
04/14/23 05:50
04/14/23 13:39
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 13:39
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 13:39
1
Thallium
<0.260
U
1.00
0.260
ug/L
04/14/23 05:50
04/14/23 13:39
1
Vanadium
<0.630
U
10.0
0.630
ug/L
04/14/23 05:50
04/14/23 13:39
1
Eurofins Raleigh
Page 25 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW11DR Lab Sample ID: 752-5580-4
Date Collected: 04/10/23 15:05 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable (Continued)
Analyte Result Qualifier RL MDL Unit
Zinc <2.80
U
20.0
2.80
ug/L
Method: SW846 7470A - Mercury (CVAA)
Analyte Result
Qualifier
RL
MDL
Unit
Mercury <0.0800
U
0.200
0.0800
ug/L
General Chemistry
Analyte
Result Qualifier
RL
MDL
Unit
Alkalinity as CaCO3 to pH 4.5 (SM
268
5.00
2.20
mg/L
2320B-2011)
Sulfide (SM 4500 S2 F-2011)
<0.833 U
0.833
0.833
mg/L
Total Dissolved Solids (SM 2540C)
316
50.0
50.0
mg/L
D Prepared
Analyzed
Dil Fac
04/14/23 05:50
04/14/23 13:39
1
•
D Prepared
Analyzed
Dil Fac
04/14/23 13:54
04/17/23 07:38
1
D Prepared
Analyzed
Dil Fac
04/14/23 18:40
1
04/17/23 13:18 1
04/17/23 13:16 1
Client Sample ID: 6301-MW13SR Lab Sample ID: 752-5580-5
Date Collected: 04/10/23 13:45 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,4-Dioxane 7.41 0.500 0.320 ug/L 04/19/2314:00 1
Surrogate
%Recovery
Qualifier
Limits
4-Bromofluorobenzene (Surr)
85
70 - 130
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS
Analyte
Result
Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.160
U
1.00
1,1,1-Trichloroethane
<0.180
U
1.00
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
1,1,2-Trichloroethane
<0.210
U
5.00
1,1-Dichloroethane
<0.500
U
1.00
1,1-Dichloroethene
<0.500
U
1.00
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1,2-Dibromoethane
<0.230
U
1.00
1,2-Dichlorobenzene
<0.500
U
1.00
1,2-Dichloroethane
<0.190
U
1.00
1,2-Dichloropropane
<0.500
U
1.00
1,4-Dichlorobenzene
<0.640
U
1.00
2-Butanone (MEK)
<2.60
U
25.0
2-Hexanone
<1.40
U
25.0
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
Acetone
<10.0
U
25.0
Acrylonitrile
<2.80
U
10.0
Benzene
0.301
J
1.00
Bromochloromethane
<0.210
U
1.00
Bromodichloromethane
<0.500
U
1.00
Bromoform
<0.250
U
5.00
Bromomethane
<0.980
U
1.00
Carbon disulfide
<0.500
U
1.00
Carbon tetrachloride
<0.190
U
1.00
Chlorobenzene
0.711
J
1.00
Prepared Analyzed
Dil Fac
04/19/23 14:00
1
MDL
Unit
D Prepared Analyzed
Dil Fac
0.160
ug/L
04/20/2318:06
1
0.180
ug/L
04/20/2318:06
1
0.500
ug/L
04/20/2318:06
1
0.210
ug/L
04/20/2318:06
1
0.500
ug/L
04/20/2318:06
1
0.500
ug/L
04/20/2318:06
1
1.50
ug/L
04/20/2318:06
1
0.230
ug/L
04/20/2318:06
1
0.500
ug/L
04/20/2318:06
1
0.190
ug/L
04/20/2318:06
1
0.500
ug/L
04/20/2318:06
1
0.640
ug/L
04/20/2318:06
1
2.60
ug/L
04/20/2318:06
1
1.40
ug/L
04/20/2318:06
1
1.80
ug/L
04/20/2318:06
1
10.0
ug/L
04/20/2318:06
1
2.80
ug/L
04/20/2318:06
1
0.130
ug/L
04/20/2318:06
1
0.210
ug/L
04/20/2318:06
1
0.500
ug/L
04/20/2318:06
1
0.250
ug/L
04/20/2318:06
1
0.980
ug/L
04/20/2318:06
1
0.500
ug/L
04/20/2318:06
1
0.190
ug/L
04/20/2318:06
1
0.150
ug/L
04/20/2318:06
1
Eurofins Raleigh
Page 26 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW13SR Lab Sample ID: 752-5580-5
Date Collected: 04/10/23 13:45 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
Chloroethane
<0.760
U
1.00
0.760
ug/L
Chloroform
<1.00
U
1.00
1.00
ug/L
Chloromethane
<0.320
U
1.00
0.320
ug/L
cis-1,2-Dichloroethene
0.322
J
1.00
0.200
ug/L
cis- 1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
Dibromomethane
<0.220
U
5.00
0.220
ug/L
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
lodomethane
<0.900
U
1.00
0.900
ug/L
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
o-Xylene
<0.600
U
5.00
0.600
ug/L
Styrene
<1.00
U
1.00
1.00
ug/L
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
Tetrahydrofuran
<1.50
U
5.00
1.50
ug/L
Toluene
<0.410
U
1.00
0.410
ug/L
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
trans- l,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
Trichloroethene
<0.150
U
1.00
0.150
ug/L
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
Surrogate
%Recovery
Qualifier
Limits
4-Bromofluorobenzene
90
72 - 119
Dibromofluoromethane
105
75 - 126
Toluene-d8 (Surr)
94
64 - 132
1,2-Dichloroethane-d4 (Surr)
96
67- 134
Method: MCAWW 300.0-1993
R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
Sulfate
31.8
1.00
Chloride
14.2
0.500
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
Antimony
<0.340
U
5.00
Arsenic
5.90
3.00
Barium
25.5
5.00
Beryllium
<0.200
U
0.500
Cadmium
<0.0780
U
0.500
Chromium
2.48
J
5.00
Cobalt
0.680
0.500
Copper
<1.08
U
5.00
Iron
90600
100
Lead
<0.210
U
2.50
Manganese
712
5.00
D Prepared
Analyzed
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
04/20/23 18:06
Dil Fac
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Prepared
Analyzed
Dil Fac
04120123 18:06
1
04120123 18:06
1
04120123 18:06
1
04120123 18:06
1
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.400
mg/L
04/21/23 20:31
1
0.200
mg/L
04/21/23 20:31
1
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.340
ug/L
04/14/23 05:50
04/14/23 13:43
1
0.860
ug/L
04/14/23 05:50
04/14/23 13:43
1
0.890
ug/L
04/14/23 05:50
04/14/23 13:43
1
0.200
ug/L
04/14/23 05:50
04/14/23 13:43
1
0.0780
ug/L
04/14/23 05:50
04/14/23 13:43
1
1.20
ug/L
04/14/23 05:50
04/14/23 13:43
1
0.220
ug/L
04/14/23 05:50
04/14/23 13:43
1
1.08
ug/L
04/14/23 05:50
04/14/23 13:43
1
12.0
ug/L
04/14/23 05:50
04/14/23 13:43
1
0.210
ug/L
04/14/23 05:50
04/14/23 13:43
1
2.20
ug/L
04/14/23 05:50
04/14/23 13:43
1
0
Eurofins Raleigh
Page 27 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW13SR Lab Sample ID: 752-5580-5
Date Collected: 04/10/23 13:45 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
Nickel
0.965
J
5.00
0.420
ug/L
Selenium
<0.990
U
2.50
0.990
ug/L
Silver
<0.390
U
1.00
0.390
ug/L
Thallium
<0.260
U
1.00
0.260
ug/L
Vanadium
2.12
J
10.0
0.630
ug/L
Zinc
3.55
J
20.0
2.80
ug/L
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
Mercury
<0.0800
U
0.200
0.0800
ug/L
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
Alkalinity as CaCO3 to pH 4.5 (SM
93.8
5.00
2.20
mg/L
2320B-2011)
Sulfide (SM 4500 S2 F-2011)
<0.833
U
0.833
0.833
mg/L
Total Dissolved Solids (SM 2540C)
230
50.0
50.0
mg/L
D Prepared
Analyzed
Dil Fac
04/14/23 05:50
04/14/23 13:43
1
04/14/23 05:50
04/14/23 13:43
1
04/14/23 05:50
04/14/23 13:43
1
04/14/23 05:50
04/14/23 13:43
1
04/14/23 05:50
04/14/23 13:43
1
04/14/23 05:50
04/14/23 13:43
1
D Prepared
Analyzed
Dil Fac
04/14/23 13:54
04/17/23 07:40
1
D Prepared
Analyzed
Dil Fac
04/14/23 17:57
1
04/17/23 13:18
04/17/23 13:16
Client Sample ID: 6301-MW13DR Lab Sample ID: 752-5580-6
Date Collected: 04/10/23 12:35 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,4-Dioxane
4.53
0.500
0.320
ug/L
04/19/2314:27
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
78
70 - 130
04/19/23 14:27
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
<0.160
U
1.00
0.160
ug/L
04/20/23 18:32
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/20/23 18:32
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/20/23 18:32
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/20/23 18:32
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/20/23 18:32
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 18:32
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/20/23 18:32
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/20/23 18:32
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/20/23 18:32
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/20/23 18:32
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/20/23 18:32
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/20/23 18:32
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/20/23 18:32
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/20/23 18:32
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/20/23 18:32
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/20/23 18:32
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/20/23 18:32
1
Benzene
0.262
J
1.00
0.130
ug/L
04/20/23 18:32
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/20/23 18:32
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/20/23 18:32
1
Eurofins Raleigh
Page 28 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW13DR
Lab Sample
ID: 752-5580-6
Date Collected: 04/10/23 12:35
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Bromoform
<0.250
U
5.00
0.250
ug/L
04/20/23 18:32
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/20/23 18:32
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/20/23 18:32
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/20/23 18:32
1
Chlorobenzene
0.412
J
1.00
0.150
ug/L
04/20/23 18:32
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/20/23 18:32
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/20/23 18:32
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/20/23 18:32
1
cis-1,2-Dichloroethene
0.493
J
1.00
0.200
ug/L
04/20/23 18:32
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/20/23 18:32
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/20/23 18:32
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/20/23 18:32
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/20/23 18:32
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/20/23 18:32
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/20/23 18:32
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/20/23 18:32
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/20/23 18:32
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/20/23 18:32
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/20/23 18:32
1
Tetrahydrofuran
<1.50
U
5.00
1.50
ug/L
04/20/23 18:32
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/20/23 18:32
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 18:32
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/20/23 18:32
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/20/23 18:32
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/20/23 18:32
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/20/23 18:32
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/20/23 18:32
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/20/23 18:32
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/20/23 18:32
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/20/23 18:32
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
94
72 - 119
04120123 18:32
1
Dibromofluoromethane
105
75 - 126
04120123 18:32
1
Toluene-d8 (Surr)
92
64 - 132
04120123 18:32
1
1,2-Dichloroethane-d4 (Surr)
99
67- 134
04/20/23 18:32
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Sulfate
8.64
1.00
0.400
mg/L
04/21/23 22:17
1
Chloride
9.07
0.500
0.200
mg/L
04/21/23 22:17
1
Method: SW846 6020B - Metals
(ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Antimony
<0.340
U
5.00
0.340
ug/L
04/14/23 05:50
04/14/23 13:47
1
Arsenic
<0.860
U
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 13:47
1
Barium
47.1
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 13:47
1
Beryllium
<0.200
U
0.500
0.200
ug/L
04/14/23 05:50
04/14/23 13:47
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 13:47
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 13:47
1
0
Eurofins Raleigh
Page 29 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW13DR
Lab Sample
ID: 752-5580-6
Date Collected: 04/10/23 12:35
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 6020B - Metals
(ICP/MS) - Total Recoverable (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Cobalt
1.16
0.500
0.220
ug/L
04/14/23 05:50
04/14/23 13:47
1
Copper
<1.08
U
5.00
1.08
ug/L
04/14/23 05:50
04/14/23 13:47
1 �.
Iron
12500
100
12.0
ug/L
04/14/23 05:50
04/14/23 13:47
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 13:47
1
Manganese
127
5.00
2.20
ug/L
04/14/23 05:50
04/14/23 13:47
1
Nickel
<0.420
U
5.00
0.420
ug/L
04/14/23 05:50
04/14/23 13:47
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 13:47
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 13:47
1
Thallium
<0.260
U
1.00
0.260
ug/L
04/14/23 05:50
04/14/23 13:47
1
Vanadium
<0.630
U
10.0
0.630
ug/L
04/14/23 05:50
04/14/23 13:47
1
Zinc
<2.80
U
20.0
2.80
ug/L
04/14/23 05:50
04/14/23 13:47
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/14/23 13:54
04/17/23 07:41
1
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
32.9
5.00
2.20
mg/L
04/14/23 18:54
1
232013-2011)
Sulfide (SM 4500 S2 F-2011)
<0.833
U
0.833
0.833
mg/L
04/17/23 13:18
1
Total Dissolved Solids (SM 2540C)
112
50.0
50.0
mg/L
04/17/23 13:16
1
Client Sample ID: 6301-MW17S
Lab Sample
ID: 752-5580-7
Date Collected: 04/10/23 11:20
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D
- Volatile
Organic Compounds
(GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
1,4-Dioxane
<0.320
U
0.500
0.320
ug/L
04/19/2314:54
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
90
70 - 130
04119123 14:54
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
<0.160
U
1.00
0.160
ug/L
04/20/23 18:59
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/20/23 18:59
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/20/23 18:59
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/20/23 18:59
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/20/23 18:59
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 18:59
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/20/23 18:59
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/20/23 18:59
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/20/23 18:59
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/20/23 18:59
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/20/23 18:59
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/20/23 18:59
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/20/23 18:59
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/20/23 18:59
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/20/23 18:59
1
Eurofins Raleigh
Page 30 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW17S
Lab Sample ID: 752-5580-7
Date Collected: 04/10/23 11:20
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Acetone
<10.0
U
25.0
10.0
ug/L
04/20/23 18:59
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/20/23 18:59
1
Benzene
<0.130
U
1.00
0.130
ug/L
04/20/23 18:59
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/20/23 18:59
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/20/23 18:59
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/20/23 18:59
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/20/23 18:59
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/20/23 18:59
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/20/23 18:59
1
Chlorobenzene
<0.150
U
1.00
0.150
ug/L
04/20/23 18:59
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/20/23 18:59
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/20/23 18:59
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/20/23 18:59
1
cis-1,2-Dichloroethene
<0.200
U
1.00
0.200
ug/L
04/20/23 18:59
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/20/23 18:59
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/20/23 18:59
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/20/23 18:59
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/20/23 18:59
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/20/23 18:59
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/20/23 18:59
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/20/23 18:59
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/20/23 18:59
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/20/23 18:59
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/20/23 18:59
1
Tetrahydrofuran
<1.50
U
5.00
1.50
ug/L
04/20/23 18:59
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/20/23 18:59
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 18:59
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/20/23 18:59
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/20/23 18:59
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/20/23 18:59
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/20/23 18:59
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/20/23 18:59
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/20/23 18:59
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/20/23 18:59
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/20/23 18:59
1
Surrogate
%Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene
90
72 - 119
04/20/23 18:59
1
Dibromofluoromethane
108
75 - 126
04120123 18:59
1
Toluene-d8 (Surr)
93
64 - 132
04120123 18:59
1
1,2-Dichloroethane-d4 (Surr)
99
67- 134
04120123 18:59
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Sulfate
3.10
1.00
0.400
mg/L
04/21/23 22:30
1
Chloride
4.15
0.500
0.200
mg/L
04/21/23 22:30
1
Method: SW846 6020B - Metals
(ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Antimony
<0.340
U
5.00
0.340
ug/L
04/17/23 05:59 04/17/23 14:13
1
0
Eurofins Raleigh
Page 31 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW17S
Lab Sample
ID: 752-5580-7
Date Collected: 04/10/23 11:20
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 6020B - Metals
(ICP/MS) - Total Recoverable (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Arsenic
<0.860
U
3.00
0.860
ug/L
04/17/23 05:59
04/17/23 14:13
1
Barium
109
5.00
0.890
ug/L
04/17/23 05:59
04/17/23 14:13
1 �.
Beryllium
<0.200
U
0.500
0.200
ug/L
04/17/23 05:59
04/17/23 14:13
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/17/23 05:59
04/17/23 14:13
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/17/23 05:59
04/17/23 14:13
1
Cobalt
1.30
0.500
0.220
ug/L
04/17/23 05:59
04/17/23 14:13
1
Copper
<1.08
U
5.00
1.08
ug/L
04/17/23 05:59
04/17/23 14:13
1
Iron
39.3
J
100
12.0
ug/L
04/17/23 05:59
04/17/23 14:13
1
Lead
1.37
J
2.50
0.210
ug/L
04/17/23 05:59
04/17/23 14:13
1
Manganese
25.1
5.00
2.20
ug/L
04/17/23 05:59
04/17/23 14:13
1
Nickel
1.38
J
5.00
0.420
ug/L
04/17/23 05:59
04/17/23 14:13
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/17/23 05:59
04/17/23 14:13
1
Silver
<0.390
U
1.00
0.390
ug/L
04/17/23 05:59
04/17/23 14:13
1
Thallium
<0.260
U
1.00
0.260
ug/L
04/17/23 05:59
04/17/23 14:13
1
Vanadium
<0.630
U
10.0
0.630
ug/L
04/17/23 05:59
04/17/23 14:13
1
Zinc
<2.80
U
20.0
2.80
ug/L
04/17/23 05:59
04/17/23 14:13
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/17/23 09:29
04/17/23 18:41
1
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
3.24
J
5.00
2.20
mg/L
04/14/23 18:46
1
232013-2011)
Sulfide (SM 4500 S2 F-2011)
<0.833
U
0.833
0.833
mg/L
04/17/23 13:18
1
Total Dissolved Solids (SM 2540C)
140
50.0
50.0
mg/L
04/17/23 13:16
1
Client Sample ID: 6301-MW17D
Lab Sample
ID: 752-5580-8
Date Collected: 04/10/23 10:00
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D
- Volatile
Organic Compounds
(GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
1,4-Dioxane
8.58
0.500
0.320
ug/L
04/19/2315:21
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
84
70 - 130
04119123 15:21
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
<0.160
U
1.00
0.160
ug/L
04/20/2319:26
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/20/2319:26
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/20/2319:26
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/20/2319:26
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/20/2319:26
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/2319:26
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/20/2319:26
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/20/2319:26
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/20/2319:26
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/20/2319:26
1
Eurofins Raleigh
Page 32 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW17D
Lab Sample ID: 752-5580-8
Date Collected: 04/10/23 10:00
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/20/23 19:26
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/20/23 19:26
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/20/23 19:26
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/20/23 19:26
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/20/23 19:26
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/20/23 19:26
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/20/23 19:26
1
Benzene
<0.130
U
1.00
0.130
ug/L
04/20/23 19:26
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/20/23 19:26
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/20/23 19:26
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/20/23 19:26
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/20/23 19:26
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/20/23 19:26
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/20/23 19:26
1
Chlorobenzene
<0.150
U
1.00
0.150
ug/L
04/20/23 19:26
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/20/23 19:26
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/20/23 19:26
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/20/23 19:26
1
cis-1,2-Dichloroethene
<0.200
U
1.00
0.200
ug/L
04/20/23 19:26
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/20/23 19:26
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/20/23 19:26
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/20/23 19:26
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/20/23 19:26
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/20/23 19:26
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/20/23 19:26
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/20/23 19:26
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/20/23 19:26
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/20/23 19:26
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/20/23 19:26
1
Tetrahydrofuran
<1.50
U
5.00
1.50
ug/L
04/20/23 19:26
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/20/23 19:26
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 19:26
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/20/23 19:26
1
trans- l,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/20/23 19:26
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/20/23 19:26
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/20/23 19:26
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/20/23 19:26
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/20/23 19:26
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/20/23 19:26
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/20/23 19:26
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
94
72 - 119
04120123 19:26
1
Dibromofluoromethane
105
75 - 126
04120123 19:26
1
Toluene-d8 (Surr)
95
64 - 132
04120123 19:26
1
1,2-Dichloroethane-d4 (Surr)
98
67- 134
04120123 19:26
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Sulfate
26.7
1.00
0.400
mg/L
04/21/23 22:43
1
0
Eurofins Raleigh
Page 33 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW17D
Lab Sample
ID: 752-5580-8
Date Collected: 04/10/23 10:00
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: MCAWW 300.0-1993 R2.1
- Anions, Ion Chromatography
(Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Chloride
1.50
0.500
0.200
mg/L
04/21/23 22:43
1
Method: SW846 6020B - Metals (ICP/MS)
- Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Antimony
<0.340
U
5.00
0.340
ug/L
04/14/23 05:50
04/14/23 13:59
1
Arsenic
<0.860
U
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 13:59
1
Barium
11.5
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 13:59
1
Beryllium
<0.200
U
0.500
0.200
ug/L
04/14/23 05:50
04/14/23 13:59
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 13:59
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 13:59
1
Cobalt
<0.220
U
0.500
0.220
ug/L
04/14/23 05:50
04/14/23 13:59
1
Copper
<1.08
U
5.00
1.08
ug/L
04/14/23 05:50
04/14/23 13:59
1
Iron
107
100
12.0
ug/L
04/14/23 05:50
04/14/23 13:59
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 13:59
1
Manganese
2.23
J
5.00
2.20
ug/L
04/14/23 05:50
04/14/23 13:59
1
Nickel
<0.420
U
5.00
0.420
ug/L
04/14/23 05:50
04/14/23 13:59
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 13:59
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 13:59
1
Thallium
<0.260
U
1.00
0.260
ug/L
04/14/23 05:50
04/14/23 13:59
1
Vanadium
2.02
J
10.0
0.630
ug/L
04/14/23 05:50
04/14/23 13:59
1
Zinc
<2.80
U
20.0
2.80
ug/L
04/14/23 05:50
04/14/23 13:59
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/14/23 13:54 04/17/23 07:46
1
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
110
5.00
2.20
mg/L
04/14/23 19:04
1
232013-2011)
Sulfide (SM 4500 S2 F-2011)
<0.833
U
0.833
0.833
mg/L
04/17/23 13:18
1
Total Dissolved Solids (SM 2540C)
202
50.0
50.0
mg/L
04/17/23 13:16
1
Client Sample ID: 6301-MW14
Lab Sample ID: 752-5580-9
Date Collected: 04/10/23 15:20
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile
Organic Compounds
(GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,4-Dioxane
15.3
5.00
3.20
ug/L
04/19/2319:23
10
Surrogate %Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
89
70 - 130
04119123 19:23
10
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
<0.160
U
1.00
0.160
ug/L
04/20/2319:52
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/20/2319:52
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/20/2319:52
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/20/2319:52
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/20/2319:52
1
Eurofins Raleigh
Page 34 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW14
Lab Sample ID: 752-5580-9
Date Collected: 04/10/23 15:20
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 19:52
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/20/23 19:52
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/20/23 19:52
1
1,2-Dichlorobenzene
0.632
J
1.00
0.500
ug/L
04/20/23 19:52
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/20/23 19:52
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/20/23 19:52
1
1,4-Dichlorobenzene
1.54
1.00
0.640
ug/L
04/20/23 19:52
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/20/23 19:52
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/20/23 19:52
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/20/23 19:52
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/20/23 19:52
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/20/23 19:52
1
Benzene
1.27
1.00
0.130
ug/L
04/20/23 19:52
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/20/23 19:52
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/20/23 19:52
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/20/23 19:52
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/20/23 19:52
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/20/23 19:52
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/20/23 19:52
1
Chlorobenzene
2.97
1.00
0.150
ug/L
04/20/23 19:52
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/20/23 19:52
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/20/23 19:52
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/20/23 19:52
1
cis-1,2-Dichloroethene
0.876
J
1.00
0.200
ug/L
04/20/23 19:52
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/20/23 19:52
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/20/23 19:52
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/20/23 19:52
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/20/23 19:52
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/20/23 19:52
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/20/23 19:52
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/20/23 19:52
1
Naphthalene
<3.00
U
5.00
3.00
ug/L
04/20/23 19:52
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/20/23 19:52
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/20/23 19:52
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/20/23 19:52
1
Tetrahydrofuran
6.41
5.00
1.50
ug/L
04/20/23 19:52
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/20/23 19:52
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 19:52
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/20/23 19:52
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/20/23 19:52
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/20/23 19:52
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/20/23 19:52
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/20/23 19:52
1
Vinyl chloride
1.58
1.00
0.500
ug/L
04/20/23 19:52
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/20/23 19:52
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/20/23 19:52
1
Surrogate %Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene
90
72 - 119
04120123 19:52
1
Dibromofluoromethane
106
75 - 126
04120123 19:52
1
0
Eurofins Raleigh
Page 35 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW14
Lab Sample
ID: 752-5580-9
Date Collected: 04/10/23 15:20
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic
Compounds by GC/MS (Continued)
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
Toluene-d8 (Surr)
93
64 - 132
04120123 19:52
1
1,2-Dichloroethane-d4 (Surr)
97
67- 134
04120123 19:52
1
Method: MCAWW 300.0-1993 R2.1
- Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Sulfate
2.79
1.00
0.400
mg/L
04/21/23 22:56
1
Chloride
65.1
0.500
0.200
mg/L
04/21/23 22:56
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Antimony
<0.340
U
5.00
0.340
ug/L
04/14/23 05:50
04/14/23 14:03
1
Arsenic
8.39
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 14:03
1
Barium
38.3
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 14:03
1
Beryllium
<0.200
U
0.500
0.200
ug/L
04/14/23 05:50
04/14/23 14:03
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 14:03
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 14:03
1
Cobalt
<0.220
U
0.500
0.220
ug/L
04/14/23 05:50
04/14/23 14:03
1
Copper
<1.08
U
5.00
1.08
ug/L
04/14/23 05:50
04/14/23 14:03
1
Iron
132000
100
12.0
ug/L
04/14/23 05:50
04/14/23 14:03
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 14:03
1
Manganese
161
5.00
2.20
ug/L
04/14/23 05:50
04/14/23 14:03
1
Nickel
0.500
J
5.00
0.420
ug/L
04/14/23 05:50
04/14/23 14:03
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 14:03
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 14:03
1
Thallium
<0.260
U
1.00
0.260
ug/L
04/14/23 05:50
04/14/23 14:03
1
Vanadium
<0.630
U
10.0
0.630
ug/L
04/14/23 05:50
04/14/23 14:03
1
Zinc
<2.80
U
20.0
2.80
ug/L
04/14/23 05:50
04/14/23 14:03
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/14/23 13:54
04/17/23 07:48
1
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
266
5.00
2.20
mg/L
04/14/23 22:04
1
232013-2011)
Sulfide (SM 4500 S2 F-2011)
<0.893
U
0.893
0.893
mg/L
04/17/23 13:18
1
Total Dissolved Solids (SM 2540C)
368
50.0
50.0
mg/L
04/17/23 13:16
1
Client Sample ID: 6301-MW18
Lab Sample ID: 752-5580-10
Date Collected: 04/10/23 12:15
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile
Organic Compounds
(GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,4-Dioxane
10.6
5.00
3.20
ug/L
04/19/2319:50
10
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
80
70 - 130
04119123 19:50
10
Eurofins Raleigh
Page 36 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW18 Lab Sample ID: 752-5580-10
Date Collected: 04/10/23 12:15 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result
Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.160
U
1.00
1,1,1-Trichloroethane
<0.180
U
1.00
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
1,1,2-Trichloroethane
<0.210
U
5.00
1,1-Dichloroethane
<0.500
U
1.00
1,1-Dichloroethene
<0.500
U
1.00
1,1-Dichloropropene
<0.500
U
1.00
1,2,4-Trichlorobenzene
<0.820
U
1.00
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1,2-Dibromoethane
<0.230
U
1.00
1,2-Dichlorobenzene
<0.500
U
1.00
1,2-Dichloroethane
<0.190
U
1.00
1,2-Dichloropropane
<0.500
U
1.00
1,3-Dichlorobenzene
<0.540
U
1.00
1,3-Dichloropropane
<0.500
U
1.00
1,4-Dichlorobenzene
<0.640
U
1.00
2,2-Dichloropropane
<0.500
U
1.00
2-Butanone (MEK)
<2.60
U
25.0
2-Hexanone
<1.40
U
25.0
3-Chloropropene
<1.00
U
5.00
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
Acetone
15.4
J
25.0
Acetonitrile
<12.0
U
25.0
Acrylonitrile
<2.80
U
10.0
Acrolein
<3.30
U
20.0
Benzene
0.475
J
1.00
Bromochloromethane
<0.210
U
1.00
Bromodichloromethane
<0.500
U
1.00
Bromoform
<0.250
U
5.00
Bromomethane
<0.980
U
1.00
Carbon disulfide
<0.500
U
1.00
Carbon tetrachloride
<0.190
U
1.00
Chlorobenzene
0.329
J
1.00
Chloroethane
<0.760
U
1.00
Chloroform
<1.00
U
1.00
Chloromethane
<0.320
U
1.00
Chloroprene
<0.170
U
1.00
cis-1,2-Dichloroethene
0.985
J
1.00
cis-1,3-Dichloropropene
<0.500
U
5.00
Dibromochloromethane
<0.240
U
1.00
Dibromomethane
<0.220
U
5.00
Dichlorodifluoromethane
<0.850
U
1.00
Ethyl methacrylate
<0.600
U
1.00
Ethylbenzene
<0.500
U
1.00
Hexachlorobutadiene
<0.900
U
5.00
lodomethane
<0.900
U
1.00
Isobutyl alcohol
<10.0
U
25.0
m-Xylene & p-Xylene
<0.630
U
5.00
Methacrylonitrile
<1.90
U
10.0
MDL
Unit
D Prepared Analyzed
Dil Fac
0.160
ug/L
04/20/23 20:19
1
0.180
ug/L
04/20/23 20:19
1
0.500
ug/L
04/20/23 20:19
1
0.210
ug/L
04/20/23 20:19
1
0.500
ug/L
04/20/23 20:19
1
0.500
ug/L
04/20/23 20:19
1
0.500
ug/L
04/20/23 20:19
1
0.820
ug/L
04/20/23 20:19
1
1.50
ug/L
04/20/23 20:19
1
0.230
ug/L
04/20/23 20:19
1
0.500
ug/L
04/20/23 20:19
1
0.190
ug/L
04/20/23 20:19
1
0.500
ug/L
04/20/23 20:19
1
0.540
ug/L
04/20/23 20:19
1
0.500
ug/L
04/20/23 20:19
1
0.640
ug/L
04/20/23 20:19
1
0.500
ug/L
04/20/23 20:19
1
2.60
ug/L
04/20/23 20:19
1
1.40
ug/L
04/20/23 20:19
1
1.00
ug/L
04/20/23 20:19
1
1.80
ug/L
04/20/23 20:19
1
10.0
ug/L
04/20/23 20:19
1
12.0
ug/L
04/20/23 20:19
1
2.80
ug/L
04/20/23 20:19
1
3.30
ug/L
04/20/23 20:19
1
0.130
ug/L
04/20/23 20:19
1
0.210
ug/L
04/20/23 20:19
1
0.500
ug/L
04/20/23 20:19
1
0.250
ug/L
04/20/23 20:19
1
0.980
ug/L
04/20/23 20:19
1
0.500
ug/L
04/20/23 20:19
1
0.190
ug/L
04/20/23 20:19
1
0.150
ug/L
04/20/23 20:19
1
0.760
ug/L
04/20/23 20:19
1
1.00
ug/L
04/20/23 20:19
1
0.320
ug/L
04/20/23 20:19
1
0.170
ug/L
04/20/23 20:19
1
0.200
ug/L
04/20/23 20:19
1
0.500
ug/L
04/20/23 20:19
1
0.240
ug/L
04/20/23 20:19
1
0.220
ug/L
04/20/23 20:19
1
0.850
ug/L
04/20/23 20:19
1
0.600
ug/L
04/20/23 20:19
1
0.500
ug/L
04/20/23 20:19
1
0.900
ug/L
04/20/23 20:19
1
0.900
ug/L
04/20/23 20:19
1
10.0
ug/L
04/20/23 20:19
1
0.630
ug/L
04/20/23 20:19
1
1.90
ug/L
04/20/23 20:19
1
0
Eurofins Raleigh
Page 37 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW18 Lab Sample ID: 752-5580-10
Date Collected: 04/10/23 12:15 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
Methyl methacrylate
<0.590
U
10.0
0.590
ug/L
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
Naphthalene
<3.00
U
5.00
3.00
ug/L
o-Xylene
<0.600
U
5.00
0.600
ug/L
Styrene
<1.00
U
1.00
1.00
ug/L
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
Tetrahydrofuran
3.29
J
5.00
1.50
ug/L
Toluene
<0.410
U
1.00
0.410
ug/L
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
Trichloroethene
<0.150
U
1.00
0.150
ug/L
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
Propionitrile
<7.00
U
25.0
7.00
ug/L
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-d8 (Surr)
1,2-Dichloroethane-d4 (Surr)
D Prepared Analyzed
Dil Fac
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
04/20/23 20:19
1
%Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
91
72 - 119
04120123 20:19
1
109
75 - 126
04/20/23 20:19
1
92
64 - 132
04/20/23 20:19
1
98
67 - 134
04120123 20:19
1
Method: SW846 8270E - Semivolatile Organic Compounds (GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
1,2,4,5-Tetrachlorobenzene
<0.906
U
11.9
0.906
ug/L
1,3,5-Trinitrobenzene
<2.38
U
11.9
2.38
ug/L
1,3-Dinitrobenzene
<0.715
U
11.9
0.715
ug/L
1,4-Naphthoquinone
<0.739
U
11.9
0.739
ug/L
1-Naphthylamine
<1.31
U
11.9
1.31
ug/L
2,2'-oxybis[l-chloropropane]
<0.929
U
11.9
0.929
ug/L
2,3,4,6-Tetrachlorophenol
<0.858
U
11.9
0.858
ug/L
2,4,5-Trichlorophenol
<1.43
U
11.9
1.43
ug/L
2,4,6-Trichlorophenol
<1.01
U
11.9
1.01
ug/L
2,4-Dichlorophenol
<1.31
U
11.9
1.31
ug/L
2,4-Dimethylphenol
<4.77
U
11.9
4.77
ug/L
2,4-Dinitrophenol
<11.9
U
59.6
11.9
ug/L
2,4-Dinitrotoluene
<1.43
U
11.9
1.43
ug/L
2,6-Dichlorophenol
<0.870
U
11.9
0.870
ug/L
2,6-Dinitrotoluene
<1.31
U
11.9
1.31
ug/L
2-Acetylaminofluorene
<1.91
U
11.9
1.91
ug/L
2-Chloronaphthalene
<0.953
U
11.9
0.953
ug/L
2-Chlorophenol
<1.04
U
11.9
1.04
ug/L
2-Methylnaphthalene
<0.929
U
11.9
0.929
ug/L
2-Methylphenol
<1.06
U
11.9
1.06
ug/L
2-Naphthylamine
<1.79
U
11.9
1.79
ug/L
2-Nitroaniline
<1.55
U
59.6
1.55
ug/L
2-Nitrophenol
<0.906
U
11.9
0.906
ug/L
D Prepared
Analyzed
Dil Fac
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
04/15/23 21:15
04/20/23 23:43
1
Eurofins Raleigh
Page 38 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW18
Lab Sample ID: 752-5580-10
Date Collected: 04/10/23 12:15
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8270E - Semivolatile Organic Compounds
(GC/MS) (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
2-Toluidine
<1.67
U
11.9
1.67
ug/L
04/15/23 21:15
04/20/23 23:43
1
3 & 4 Methylphenol
<1.55
U
11.9
1.55
ug/L
04/15/23 21:15
04/20/23 23:43
1
3,3'-Dichlorobenzidine
<35.7
U
71.5
35.7
ug/L
04/15/23 21:15
04/20/23 23:43
1
3,3'-Dimethylbenzidine
<11.9
U
23.8
11.9
ug/L
04/15/23 21:15
04/20/23 23:43
1
3-Methylcholanthrene
<1.67
U
11.9
1.67
ug/L
04/15/23 21:15
04/20/23 23:43
1
3-Nitroaniline
<5.96
U
59.6
5.96
ug/L
04/15/23 21:15
04/20/23 23:43
1
4,6-Dinitro-2-methylphenol
<11.9
U
59.6
11.9
ug/L
04/15/23 21:15
04/20/23 23:43
1
4-Aminobiphenyl
<1.43
U
11.9
1.43
ug/L
04/15/23 21:15
04/20/23 23:43
1
4-Bromophenyl phenyl ether
<0.917
U
11.9
0.917
ug/L
04/15/23 21:15
04/20/23 23:43
1
4-Chloro-3-methylphenol
<1.19
U
11.9
1.19
ug/L
04/15/23 21:15
04/20/23 23:43
1
4-Chloroaniline
<2.62
U
23.8
2.62
ug/L
04/15/23 21:15
04/20/23 23:43
1
4-Chlorophenyl phenyl ether
<1.00
U
11.9
1.00
ug/L
04/15/23 21:15
04/20/23 23:43
1
4-Nitroaniline
<5.96
U
59.6
5.96
ug/L
04/15/23 21:15
04/20/23 23:43
1
7,12-Dimethyl benz(a)anth race ne
<1.43
U
11.9
1.43
ug/L
04/15/23 21:15
04/20/23 23:43
1
Acenaphthene
<0.906
U
11.9
0.906
ug/L
04/15/23 21:15
04/20/23 23:43
1
Acenaphthylene
<1.01
U
11.9
1.01
ug/L
04/15/23 21:15
04/20/23 23:43
1
Acetophenone
<0.679
U
11.9
0.679
ug/L
04/15/23 21:15
04/20/23 23:43
1
alpha,alpha-Dimethyl phenethylamine
<41.7
U "1
2380
41.7
ug/L
04/15/23 21:15
04/20/23 23:43
1
Anthracene
<0.822
U
11.9
0.822
ug/L
04/15/23 21:15
04/20/23 23:43
1
Benzo[a]anthracene
<0.655
U
11.9
0.655
ug/L
04/15/23 21:15
04/20/23 23:43
1
Benzo[a]pyrene
<0.846
U
11.9
0.846
ug/L
04/15/23 21:15
04/20/23 23:43
1
Benzo[k]fluoranthene
<3.10
U
11.9
3.10
ug/L
04/15/23 21:15
04/20/23 23:43
1
Benzo[g,h,i]perylene
<1.04
U
11.9
1.04
ug/L
04/15/23 21:15
04/20/23 23:43
1
Benzo[k]fluoranthene
<1.43
U
11.9
1.43
ug/L
04/15/23 21:15
04/20/23 23:43
1
Benzyl alcohol
<1.31
U
11.9
1.31
ug/L
04/15/23 21:15
04/20/23 23:43
1
Bis(2-chloroethoxy)methane
<1.12
U
11.9
1.12
ug/L
04/15/23 21:15
04/20/23 23:43
1
Bis(2-chloroethyl)ether
<1.31
U
11.9
1.31
ug/L
04/15/23 21:15
04/20/23 23:43
1
Bis(2-ethylhexyl) phthalate
<1.91
U
11.9
1.91
ug/L
04/15/23 21:15
04/20/23 23:43
1
Butyl benzyl phthalate
<1.43
U
11.9
1.43
ug/L
04/15/23 21:15
04/20/23 23:43
1
Chrysene
<0.608
U
11.9
0.608
ug/L
04/15/23 21:15
04/20/23 23:43
1
Diallate
<0.929
U
11.9
0.929
ug/L
04/15/23 21:15
04/20/23 23:43
1
Dibenz(a,h)anthracene
<1.19
U
11.9
1.19
ug/L
04/15/23 21:15
04/20/23 23:43
1
Dibenzofuran
<0.941
U
11.9
0.941
ug/L
04/15/23 21:15
04/20/23 23:43
1
Diethyl phthalate
<1.05
U
11.9
1.05
ug/L
04/15/23 21:15
04/20/23 23:43
1
Dimethoate
<0.894
U
11.9
0.894
ug/L
04/15/23 21:15
04/20/23 23:43
1
Dimethyl phthalate
<1.18
U
11.9
1.18
ug/L
04/15/23 21:15
04/20/23 23:43
1
Di-n-butyl phthalate
<0.989
U
11.9
0.989
ug/L
04/15/23 21:15
04/20/23 23:43
1
Di-n-octyl phthalate
<1.67
U
11.9
1.67
ug/L
04/15/23 21:15
04/20/23 23:43
1
Disulfoton
<0.941
U
11.9
0.941
ug/L
04/15/23 21:15
04/20/23 23:43
1
Ethyl methanesulfonate
<1.14
U
11.9
1.14
ug/L
04/15/23 21:15
04/20/23 23:43
1
Ethyl Parathion
<1.55
U
11.9
1.55
ug/L
04/15/23 21:15
04/20/23 23:43
1
Famphur
<1.31
U
11.9
1.31
ug/L
04/15/23 21:15
04/20/23 23:43
1
Fluoranthene
<0.882
U
11.9
0.882
ug/L
04/15/23 21:15
04/20/23 23:43
1
Fluorene
<1.14
U
11.9
1.14
ug/L
04/15/23 21:15
04/20/23 23:43
1
Hexachlorobenzene
<0.941
U
11.9
0.941
ug/L
04/15/23 21:15
04/20/23 23:43
1
Hexachlorobutadiene
<0.739
U
11.9
0.739
ug/L
04/15/23 21:15
04/20/23 23:43
1
Hexachlorocyclopentadiene
<2.98
U
11.9
2.98
ug/L
04/15/23 21:15
04/20/23 23:43
1
Hexachloroethane
<0.906
U
11.9
0.906
ug/L
04/15/23 21:15
04/20/23 23:43
1
Hexachloropropene
<1.67
U
11.9
1.67
ug/L
04/15/23 21:15
04/20/23 23:43
1
Eurofins Raleigh
Page 39 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW18
Lab Sample ID: 752-5580-10
Date Collected: 04/10/23 12:15
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8270E - Semivolatile Organic Compounds (GC/MS) (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Indeno[1,2,3-cd]pyrene
<1.19
U
11.9
1.19
ug/L
04/15/23 21:15
04/20/23 23:43
1
Isophorone
<1.07
U
11.9
1.07
ug/L
04/15/23 21:15
04/20/23 23:43
1
Isosafrole
<0.596
U
11.9
0.596
ug/L
04/15/23 21:15
04/20/23 23:43
1
Methapyrilene
<3.22
U
2380
3.22
ug/L
04/15/23 21:15
04/20/23 23:43
1
Methyl methanesulfonate
<0.715
U
11.9
0.715
ug/L
04/15/23 21:15
04/20/23 23:43
1
Methyl parathion
<1.05
U
11.9
1.05
ug/L
04/15/23 21:15
04/20/23 23:43
1
Nitrobenzene
<0.870
U
11.9
0.870
ug/L
04/15/23 21:15
04/20/23 23:43
1
N-Nitro-o-toluidine
<1.79
U
11.9
1.79
ug/L
04/15/23 21:15
04/20/23 23:43
1
N-Nitrosodiethylamine
<1.11
U
11.9
1.11
ug/L
04/15/23 21:15
04/20/23 23:43
1
N-Nitrosodimethylamine
<3.34
U
11.9
3.34
ug/L
04/15/23 21:15
04/20/23 23:43
1
N-Nitrosodi-n-butylamine
<1.14
U
11.9
1.14
ug/L
04/15/23 21:15
04/20/23 23:43
1
N-Nitrosodi-n-propylamine
<0.858
U
11.9
0.858
ug/L
04/15/23 21:15
04/20/23 23:43
1
N-Nitrosodiphenylamine
<1.10
U
11.9
1.10
ug/L
04/15/23 21:15
04/20/23 23:43
1
N-Nitrosomethylethylamine
<3.93
U
11.9
3.93
ug/L
04/15/23 21:15
04/20/23 23:43
1
N-Nitrosopiperidine
<1.05
U
11.9
1.05
ug/L
04/15/23 21:15
04/20/23 23:43
1
N-Nitrosopyrrolidine
<1.19
U
11.9
1.19
ug/L
04/15/23 21:15
04/20/23 23:43
1
o,o',o"-Triethylphosphorothioate
<1.19
U
11.9
1.19
ug/L
04/15/23 21:15
04/20/23 23:43
1
p-Dimethylamino azobenzene
<0.941
U
11.9
0.941
ug/L
04/15/23 21:15
04/20/23 23:43
1
Pentachlorobenzene
<0.620
U
11.9
0.620
ug/L
04/15/23 21:15
04/20/23 23:43
1
Pentachloronitrobenzene
<0.929
U
11.9
0.929
ug/L
04/15/23 21:15
04/20/23 23:43
1
Phenacetin
<1.67
U
11.9
1.67
ug/L
04/15/23 21:15
04/20/23 23:43
1
Phenanthrene
<0.917
U
11.9
0.917
ug/L
04/15/23 21:15
04/20/23 23:43
1
Phenol
<0.989
U
11.9
0.989
ug/L
04/15/23 21:15
04/20/23 23:43
1
Phorate
<1.04
U *+
11.9
1.04
ug/L
04/15/23 21:15
04/20/23 23:43
1
p-Phenylene diamine
<11.9
U *1
2380
11.9
ug/L
04/15/23 21:15
04/20/23 23:43
1
Pronamide
<1.06
U
11.9
1.06
ug/L
04/15/23 21:15
04/20/23 23:43
1
Pyrene
<0.751
U
11.9
0.751
ug/L
04/15/23 21:15
04/20/23 23:43
1
Safrole, Total
<0.953
U
11.9
0.953
ug/L
04/15/23 21:15
04/20/23 23:43
1
Thionazin
<1.08
U
11.9
1.08
ug/L
04/15/23 21:15
04/20/23 23:43
1
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
2,4,6-Tribromophenol (Surr)
88
39 - 124
04115123 21:15
04120123 23:43
1
2-Fluorobiphenyl
76
32 - 113
04/15/23 21:15
04120123 23:43
1
2-Fluorophenol (Surr)
51
26 - 109
04/15/23 21:15
04120123 23:43
1
Nitrobenzene-d5 (Surr)
69
32 - 118
04/15/23 21:15
04120123 23:43
1
Phenol-d5 (Surr)
55
27- 110
04/15/23 21:15
04/20/23 23:43
1
Terphenyl-d 14 (Surr)
49
10 - 126
04115123 21:15
04120123 23:43
1
Method: SW846 8081 B/8082A - Organochlorine Pesticides and Polychlorinated Biphenyls by Gas Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
4,4'-DDD
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:34
1
4,4'-DDE
<0.00100
U
0.0500
0.00100
ug/L
04/13/23 14:43
04/15/23 22:34
1
4,4'-DDT
<0.00100
U
0.0500
0.00100
ug/L
04/13/23 14:43
04/15/23 22:34
1
Aldrin
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:34
1
alpha-BHC
<0.00100
U
0.0500
0.00100
ug/L
04/13/23 14:43
04/15/23 22:34
1
beta-BHC
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:34
1
Chlordane (technical)
<0.160
U
0.500
0.160
ug/L
04/13/23 14:43
04/15/23 22:34
1
Chlorobenzilate
<0.640
U
3.00
0.640
ug/L
04/13/23 14:43
04/15/23 22:34
1
delta-BHC
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:34
1
Dieldrin
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:34
1
Eurofins Raleigh
Page 40 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW18 Lab Sample ID: 752-5580-10
Date Collected: 04/10/23 12:15 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8081 B/8082A - Organochlorine Pesticides and Polychlorinated Biphenyls by Gas Chromatography
(Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Endosulfan 1
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:34
1 �.
Endosulfan 11
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:34
1
Endosulfan sulfate
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:34
1
Endrin
<0.00100
U
0.0500
0.00100
ug/L
04/13/23 14:43
04/15/23 22:34
1
Endrin aldehyde
<0.00400
U
0.0500
0.00400
ug/L
04/13/23 14:43
04/15/23 22:34
1
gamma-BHC (Lindane)
0.00171
J p
0.0500
0.00100
ug/L
04/13/23 14:43
04/15/23 22:34
1
Heptachlor
<0.00100
U
0.0500
0.00100
ug/L
04/13/23 14:43
04/15/23 22:34
1
Heptachlor epoxide
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:34
1
Isodrin
<0.0110
U
0.0500
0.0110
ug/L
04/13/23 14:43
04/15/23 22:34
1
Kepone
<2.60
U
5.00
2.60
ug/L
04/13/23 14:43
04/15/23 22:34
1
Methoxychlor
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:34
1
PCB-1016
<0.320
U *+ *1
1.00
0.320
ug/L
04/13/23 14:43
04/15/23 22:34
1
PCB-1221
<0.340
U
1.00
0.340
ug/L
04/13/23 14:43
04/15/23 22:34
1
PCB-1232
<0.340
U
1.00
0.340
ug/L
04/13/23 14:43
04/15/23 22:34
1
PCB-1242
<0.340
U
1.00
0.340
ug/L
04/13/23 14:43
04/15/23 22:34
1
PCB-1248
<0.340
U
1.00
0.340
ug/L
04/13/23 14:43
04/15/23 22:34
1
PCB-1254
<0.340
U
1.00
0.340
ug/L
04/13/23 14:43
04/15/23 22:34
1
PCB-1260
<0.340
U .+ *1
1.00
0.340
ug/L
04/13/23 14:43
04/15/23 22:34
1
Toxaphene
<0.310
U
5.00
0.310
ug/L
04/13/23 14:43
04/15/23 22:34
1
gamma -Chlordane
<0.00600
U
0.0500
0.00600
ug/L
04/13/23 14:43
04/15/23 22:34
1
alpha -Chlordane
<0.00500
U
0.0500
0.00500
ug/L
04/13/23 14:43
04/15/23 22:34
1
Surrogate
DCB Decachlorobiphenyl
Tetrachloro-m-xylene
%Recovery Qualifier Limits
90 30-130
55 30-130
Method: SW846 8151A- Herbicides (GC)
Analyte Result
Qualifier
Pentachlorophenol
<0.0216
U
Dinoseb
<0.0941
U
Silvex (2,4,5-TP)
<0.0904
U
2,4,5-T
<0.132
U
2,4-D
<0.169
U
Surrogate
DCAA
Prepared Analyzed Dil Fac
04/13/23 14:43 04/15/23 22:34 1
04113123 14:43 04115123 22:34 1
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.235
0.0216
ug/L
04/14/23 09:30
04/17/23 21:47
1
0.471
0.0941
ug/L
04/14/23 09:30
04/17/23 21:47
1
0.800
0.0904
ug/L
04/14/23 09:30
04/17/23 21:47
1
0.800
0.132
ug/L
04/14/23 09:30
04/17/23 21:47
1
1.04
0.169
ug/L
04/14/23 09:30
04/17/23 21:47
1
%Recovery Qualifier Limits
94 26-137
Prepared Analyzed Dil Fac
04114123 09:30 04117123 21:47 1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Sulfate
42.4
1.00
0.400
mg/L
04/21/23 23:09
1
Chloride
35.8
0.500
0.200
mg/L
04/21/23 23:09
1
Method: SW846 6020B
- Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Antimony
<0.340
U
5.00
0.340
ug/L
04/14/23 05:50
04/14/23 14:16
1
Arsenic
1.55
J
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 14:16
1
Barium
84.1
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 14:16
1
Beryllium
<0.200
U
0.500
0.200
ug/L
04/14/23 05:50
04/14/23 14:16
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 14:16
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 14:16
1
Page 41 of 150
Eurofins Raleigh
5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW18
Lab Sample ID: 752-5580-10
Date Collected: 04/10/23 12:15
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Cobalt
0.225
J
0.500
0.220
ug/L
04/14/23 05:50
04/14/23 14:16
1
Copper
<1.08
U
5.00
1.08
ug/L
04/14/23 05:50
04/14/23 14:16
1 �.
Iron
37100
100
12.0
ug/L
04/14/23 05:50
04/14/23 14:16
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 14:16
1
Manganese
130
5.00
2.20
ug/L
04/14/23 05:50
04/14/23 14:16
1
Nickel
0.470
J
5.00
0.420
ug/L
04/14/23 05:50
04/14/23 14:16
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 14:16
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 14:16
1
Thallium
<0.260
U
1.00
0.260
ug/L
04/14/23 05:50
04/14/23 14:16
1
Tin
<3.70
U
5.00
3.70
ug/L
04/14/23 05:50
04/14/23 14:16
1
Vanadium
<0.630
U
10.0
0.630
ug/L
04/14/23 05:50
04/14/23 14:16
1
Zinc
<2.80
U
20.0
2.80
ug/L
04/14/23 05:50
04/14/23 14:16
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/14/23 13:54
04/17/23 07:49
1
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
299
5.00
2.20
mg/L
04/14/23 22:23
1
232013-2011)
Sulfide (SM 4500 S2 F-2011)
<0.833
U
0.833
0.833
mg/L
04/17/23 13:18
1
Cyanide, Total (SW846 901213) <0.00250
U
0.0100
0.00250
mg/L
04/21/23 05:22
04/21/23 09:11
1
Total Dissolved Solids (SM 2540C)
506
50.0
50.0
mg/L
04/17/23 13:16
1
Client Sample ID: 6301-MW19
Lab Sample ID: 752-5580-11
Date Collected: 04/10/23 10:15
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile
Organic Compounds
(GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,4-Dioxane
6.79
5.00
3.20
ug/L
04/19/23 20:17
10
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
87
70 - 130
04/19/23 20:17
10
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
<0.160
U
1.00
0.160
ug/L
04/21/2314:42
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/21/2314:42
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/21/2314:42
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/21/2314:42
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/21/2314:42
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/2314:42
1
1,1-Dichloropropene
<0.500
U
1.00
0.500
ug/L
04/21/2314:42
1
1,2,4-Trichlorobenzene
<0.820
U
1.00
0.820
ug/L
04/21/2314:42
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/21/2314:42
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/21/2314:42
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/21/2314:42
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/21/2314:42
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/21/2314:42
1
Eurofins Raleigh
Page 42 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW19
Lab Sample ID: 752-5580-11
Date Collected: 04/10/23 10:15
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds
by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,3-Dichlorobenzene
<0.540
U
1.00
0.540
ug/L
04/21/23 14:42
1
1,3-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/21/23 14:42
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/21/23 14:42
1
2,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/21/23 14:42
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/21/23 14:42
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/21/23 14:42
1
3-Chloropropene
<1.00
U
5.00
1.00
ug/L
04/21/23 14:42
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/21/23 14:42
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/21/23 14:42
1
Acetonitrile
<12.0
U
25.0
12.0
ug/L
04/21/23 14:42
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/21/23 14:42
1
Acrolein
<3.30
U
20.0
3.30
ug/L
04/21/23 14:42
1
Benzene
1.15
1.00
0.130
ug/L
04/21/23 14:42
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/21/23 14:42
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/21/23 14:42
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/21/23 14:42
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/21/23 14:42
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/21/23 14:42
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/21/23 14:42
1
Chlorobenzene
0.217
J
1.00
0.150
ug/L
04/21/23 14:42
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/21/23 14:42
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/21/23 14:42
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/21/23 14:42
1
Chloroprene
<0.170
U
1.00
0.170
ug/L
04/21/23 14:42
1
cis-1,2-Dichloroethene
0.253
J
1.00
0.200
ug/L
04/21/23 14:42
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/21/23 14:42
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/21/23 14:42
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/21/23 14:42
1
Dichlorodifluoromethane
<0.850
U
1.00
0.850
ug/L
04/21/23 14:42
1
Ethyl methacrylate
<0.600
U
1.00
0.600
ug/L
04/21/23 14:42
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 14:42
1
Hexachlorobutadiene
<0.900
U
5.00
0.900
ug/L
04/21/23 14:42
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/21/23 14:42
1
Isobutyl alcohol
<10.0
U
25.0
10.0
ug/L
04/21/23 14:42
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/21/23 14:42
1
Methacrylonitrile
<1.90
U
10.0
1.90
ug/L
04/21/23 14:42
1
Methyl methacrylate
<0.590
U
10.0
0.590
ug/L
04/21/23 14:42
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/21/23 14:42
1
Naphthalene
<3.00
U
5.00
3.00
ug/L
04/21/23 14:42
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/21/23 14:42
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/21/23 14:42
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/21/23 14:42
1
Tetrahydrofuran
<1.50
U
5.00
1.50
ug/L
04/21/23 14:42
1
Toluene
0.531
J
1.00
0.410
ug/L
04/21/23 14:42
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 14:42
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/21/23 14:42
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/21/23 14:42
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/21/23 14:42
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/21/23 14:42
1
0
Eurofins Raleigh
Page 43 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW19 Lab Sample ID: 752-5580-11
Date Collected: 04/10/23 10:15 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/21/23 14:42
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/21/23 14:42
1 �.
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/21/23 14:42
1
Propionitrile
<7.00
U
25.0
7.00
ug/L
04/21/23 14:42
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/21/23 14:42
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
90
72 - 119
04/21/23 14:42
1
Dibromofluoromethane
108
75 - 126
04121123 14:42
1
Toluene-d8 (Surr)
91
64 - 132
04121123 14:42
1
1,2-Dichloroethane-d4 (Surr)
99
67- 134
04121123 14:42
1
Method: SW846 8270E - Semivolatile Organic Compounds (GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,2,4,5-Tetrachlorobenzene
<0.838
U
11.0
0.838
ug/L
04/15/23 21:15
04/21/23 00:06
1
1,3,5-Trinitrobenzene
<2.20
U
11.0
2.20
ug/L
04/15/23 21:15
04/21/23 00:06
1
1,3-Dinitrobenzene
<0.661
U
11.0
0.661
ug/L
04/15/23 21:15
04/21/23 00:06
1
1,4-Naphthoquinone
<0.683
U
11.0
0.683
ug/L
04/15/23 21:15
04/21/23 00:06
1
1-Naphthylamine
<1.21
U
11.0
1.21
ug/L
04/15/23 21:15
04/21/23 00:06
1
2,2'-oxybis[1-chloropropane]
<0.860
U
11.0
0.860
ug/L
04/15/23 21:15
04/21/23 00:06
1
2,3,4,6-Tetrachlorophenol
<0.794
U
11.0
0.794
ug/L
04/15/23 21:15
04/21/23 00:06
1
2,4,5-Trichlorophenol
<1.32
U
11.0
1.32
ug/L
04/15/23 21:15
04/21/23 00:06
1
2,4,6-Trichlorophenol
<0.937
U
11.0
0.937
ug/L
04/15/23 21:15
04/21/23 00:06
1
2,4-Dichlorophenol
<1.21
U
11.0
1.21
ug/L
04/15/23 21:15
04/21/23 00:06
1
2,4-Dimethylphenol
<4.41
U
11.0
4.41
ug/L
04/15/23 21:15
04/21/23 00:06
1
2,4-Dinitrophenol
<11.0
U
55.1
11.0
ug/L
04/15/23 21:15
04/21/23 00:06
1
2,4-Dinitrotoluene
<1.32
U
11.0
1.32
ug/L
04/15/23 21:15
04/21/23 00:06
1
2,6-Dichlorophenol
<0.805
U
11.0
0.805
ug/L
04/15/23 21:15
04/21/23 00:06
1
2,6-Dinitrotoluene
<1.21
U
11.0
1.21
ug/L
04/15/23 21:15
04/21/23 00:06
1
2-Acetylaminofluorene
<1.76
U
11.0
1.76
ug/L
04/15/23 21:15
04/21/23 00:06
1
2-Chloronaphthalene
<0.882
U
11.0
0.882
ug/L
04/15/23 21:15
04/21/23 00:06
1
2-Chlorophenol
<0.959
U
11.0
0.959
ug/L
04/15/23 21:15
04/21/23 00:06
1
2-Methyl naphtha lene
<0.860
U
11.0
0.860
ug/L
04/15/23 21:15
04/21/23 00:06
1
2-Methylphenol
<0.981
U
11.0
0.981
ug/L
04/15/23 21:15
04/21/23 00:06
1
2-Naphthylamine
<1.65
U
11.0
1.65
ug/L
04/15/23 21:15
04/21/23 00:06
1
2-Nitroaniline
<1.43
U
55.1
1.43
ug/L
04/15/23 21:15
04/21/23 00:06
1
2-Nitrophenol
<0.838
U
11.0
0.838
ug/L
04/15/23 21:15
04/21/23 00:06
1
2-Toluidine
<1.54
U
11.0
1.54
ug/L
04/15/23 21:15
04/21/23 00:06
1
3 & 4 Methylphenol
<1.43
U
11.0
1.43
ug/L
04/15/23 21:15
04/21/23 00:06
1
3,3'-Dichlorobenzidine
<33.1
U
66.1
33.1
ug/L
04/15/23 21:15
04/21/23 00:06
1
3,3'-Dimethylbenzidine
<11.0
U
22.0
11.0
ug/L
04/15/23 21:15
04/21/23 00:06
1
3-Methylcholanthrene
<1.54
U
11.0
1.54
ug/L
04/15/23 21:15
04/21/23 00:06
1
3-Nitroaniline
<5.51
U
55.1
5.51
ug/L
04/15/23 21:15
04/21/23 00:06
1
4,6-Dinitro-2-methylphenol
<11.0
U
55.1
11.0
ug/L
04/15/23 21:15
04/21/23 00:06
1
4-Aminobiphenyl
<1.32
U
11.0
1.32
ug/L
04/15/23 21:15
04/21/23 00:06
1
4-Bromophenyl phenyl ether
<0.849
U
11.0
0.849
ug/L
04/15/23 21:15
04/21/23 00:06
1
4-Chloro-3-methylphenol
<1.10
U
11.0
1.10
ug/L
04/15/23 21:15
04/21/23 00:06
1
4-Chloroaniline
<2.42
U
22.0
2.42
ug/L
04/15/23 21:15
04/21/23 00:06
1
4-Chlorophenyl phenyl ether
<0.926
U
11.0
0.926
ug/L
04/15/23 21:15
04/21/23 00:06
1
4-Nitroaniline
<5.51
U
55.1
5.51
ug/L
04/15/23 21:15
04/21/23 00:06
1
Eurofins Raleigh
Page 44 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW19
Lab Sample ID: 752-5580-11
Date Collected: 04/10/23 10:15
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8270E - Semivolatile Organic Compounds
(GC/MS) (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
7,12-Dimethylbenz(a)anthracene
<1.32
U
11.0
1.32
ug/L
04/15/23 21:15
04/21/23 00:06
1
Acenaphthene
<0.838
U
11.0
0.838
ug/L
04/15/23 21:15
04/21/23 00:06
1
Acenaphthylene
<0.937
U
11.0
0.937
ug/L
04/15/23 21:15
04/21/23 00:06
1
Acetophenone
<0.628
U
11.0
0.628
ug/L
04/15/23 21:15
04/21/23 00:06
1
alpha,alpha-Dimethyl phenethylamine
<38.6
U '1
2200
38.6
ug/L
04/15/23 21:15
04/21/23 00:06
1
Anthracene
<0.760
U
11.0
0.760
ug/L
04/15/23 21:15
04/21/23 00:06
1
Benzo[a]anthracene
<0.606
U
11.0
0.606
ug/L
04/15/23 21:15
04/21/23 00:06
1
Benzo[a]pyrene
<0.783
U
11.0
0.783
ug/L
04/15/23 21:15
04/21/23 00:06
1
Benzo[b]fluoranthene
<2.87
U
11.0
2.87
ug/L
04/15/23 21:15
04/21/23 00:06
1
Benzo[g,h,i]perylene
<0.959
U
11.0
0.959
ug/L
04/15/23 21:15
04/21/23 00:06
1
Benzo[k]fluoranthene
<1.32
U
11.0
1.32
ug/L
04/15/23 21:15
04/21/23 00:06
1
Benzyl alcohol
<1.21
U
11.0
1.21
ug/L
04/15/23 21:15
04/21/23 00:06
1
Bis(2-chloroethoxy)methane
<1.04
U
11.0
1.04
ug/L
04/15/23 21:15
04/21/23 00:06
1
Bis(2-chloroethyl)ether
<1.21
U
11.0
1.21
ug/L
04/15/23 21:15
04/21/23 00:06
1
Bis(2-ethylhexyl) phthalate
<1.76
U
11.0
1.76
ug/L
04/15/23 21:15
04/21/23 00:06
1
Butyl benzyl phthalate
<1.32
U
11.0
1.32
ug/L
04/15/23 21:15
04/21/23 00:06
1
Chrysene
<0.562
U
11.0
0.562
ug/L
04/15/23 21:15
04/21/23 00:06
1
Diallate
<0.860
U
11.0
0.860
ug/L
04/15/23 21:15
04/21/23 00:06
1
Dibenz(a,h)anthracene
<1.10
U
11.0
1.10
ug/L
04/15/23 21:15
04/21/23 00:06
1
Dibenzofuran
<0.871
U
11.0
0.871
ug/L
04/15/23 21:15
04/21/23 00:06
1
Diethyl phthalate
<0.970
U
11.0
0.970
ug/L
04/15/23 21:15
04/21/23 00:06
1
Dimethoate
<0.827
U
11.0
0.827
ug/L
04/15/23 21:15
04/21/23 00:06
1
Dimethyl phthalate
<1.09
U
11.0
1.09
ug/L
04/15/23 21:15
04/21/23 00:06
1
Di-n-butyl phthalate
<0.915
U
11.0
0.915
ug/L
04/15/23 21:15
04/21/23 00:06
1
Di-n-octyl phthalate
<1.54
U
11.0
1.54
ug/L
04/15/23 21:15
04/21/23 00:06
1
Disulfoton
<0.871
U
11.0
0.871
ug/L
04/15/23 21:15
04/21/23 00:06
1
Ethyl methanesulfonate
<1.06
U
11.0
1.06
ug/L
04/15/23 21:15
04/21/23 00:06
1
Ethyl Parathion
<1.43
U
11.0
1.43
ug/L
04/15/23 21:15
04/21/23 00:06
1
Famphur
<1.21
U
11.0
1.21
ug/L
04/15/23 21:15
04/21/23 00:06
1
Fluoranthene
<0.816
U
11.0
0.816
ug/L
04/15/23 21:15
04/21/23 00:06
1
Fluorene
<1.06
U
11.0
1.06
ug/L
04/15/23 21:15
04/21/23 00:06
1
Hexachlorobenzene
<0.871
U
11.0
0.871
ug/L
04/15/23 21:15
04/21/23 00:06
1
Hexachlorobutadiene
<0.683
U
11.0
0.683
ug/L
04/15/23 21:15
04/21/23 00:06
1
Hexachlorocyclopentadiene
<2.76
U
11.0
2.76
ug/L
04/15/23 21:15
04/21/23 00:06
1
Hexachloroethane
<0.838
U
11.0
0.838
ug/L
04/15/23 21:15
04/21/23 00:06
1
Hexachloropropene
<1.54
U
11.0
1.54
ug/L
04/15/23 21:15
04/21/23 00:06
1
Indeno[1,2,3-cd]pyrene
<1.10
U
11.0
1.10
ug/L
04/15/23 21:15
04/21/23 00:06
1
Isophorone
<0.992
U
11.0
0.992
ug/L
04/15/23 21:15
04/21/23 00:06
1
Isosafrole
<0.551
U
11.0
0.551
ug/L
04/15/23 21:15
04/21/23 00:06
1
Methapyrilene
<2.98
U
2200
2.98
ug/L
04/15/23 21:15
04/21/23 00:06
1
Methyl methanesulfonate
<0.661
U
11.0
0.661
ug/L
04/15/23 21:15
04/21/23 00:06
1
Methyl parathion
<0.970
U
11.0
0.970
ug/L
04/15/23 21:15
04/21/23 00:06
1
Nitrobenzene
<0.805
U
11.0
0.805
ug/L
04/15/23 21:15
04/21/23 00:06
1
N-Nitro-o-toluidine
<1.65
U
11.0
1.65
ug/L
04/15/23 21:15
04/21/23 00:06
1
N-Nitrosodiethylamine
<1.03
U
11.0
1.03
ug/L
04/15/23 21:15
04/21/23 00:06
1
N-Nitrosodimethylamine
<3.09
U
11.0
3.09
ug/L
04/15/23 21:15
04/21/23 00:06
1
N-Nitrosodi-n-butylamine
<1.06
U
11.0
1.06
ug/L
04/15/23 21:15
04/21/23 00:06
1
N-Nitrosodi-n-propylamine
<0.794
U
11.0
0.794
ug/L
04/15/23 21:15
04/21/23 00:06
1
N-Nitrosodiphenylamine
<1.01
U
11.0
1.01
ug/L
04/15/23 21:15
04/21/23 00:06
1
Eurofins Raleigh
Page 45 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW19
Lab Sample ID: 752-5580-11
Date Collected: 04/10/23 10:15
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8270E - Semivolatile Organic Compounds (GC/MS) (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
N-Nitrosomethylethylamine
<3.64
U
11.0
3.64
ug/L
04/15/23 21:15
04/21/23 00:06
1
N-Nitrosopiperidine
<0.970
U
11.0
0.970
ug/L
04/15/23 21:15
04/21/23 00:06
1 �.
N-Nitrosopyrrolidine
<1.10
U
11.0
1.10
ug/L
04/15/23 21:15
04/21/23 00:06
1
o,o',o"-Triethylphosphorothioate
<1.10
U
11.0
1.10
ug/L
04/15/23 21:15
04/21/23 00:06
1
p-Dimethylamino azobenzene
<0.871
U
11.0
0.871
ug/L
04/15/23 21:15
04/21/23 00:06
1
Pentachlorobenzene
<0.573
U
11.0
0.573
ug/L
04/15/23 21:15
04/21/23 00:06
1
Pentachloronitrobenzene
<0.860
U
11.0
0.860
ug/L
04/15/23 21:15
04/21/23 00:06
1
Phenacetin
<1.54
U
11.0
1.54
ug/L
04/15/23 21:15
04/21/23 00:06
1
Phenanthrene
<0.849
U
11.0
0.849
ug/L
04/15/23 21:15
04/21/23 00:06
1
Phenol
<0.915
U
11.0
0.915
ug/L
04/15/23 21:15
04/21/23 00:06
1
Phorate
<0.959
U *+
11.0
0.959
ug/L
04/15/23 21:15
04/21/23 00:06
1
p-Phenylene diamine
<11.0
U *1
2200
11.0
ug/L
04/15/23 21:15
04/21/23 00:06
1
Pronamide
<0.981
U
11.0
0.981
ug/L
04/15/23 21:15
04/21/23 00:06
1
Pyrene
<0.694
U
11.0
0.694
ug/L
04/15/23 21:15
04/21/23 00:06
1
Safrole, Total
<0.882
U
11.0
0.882
ug/L
04/15/23 21:15
04/21/23 00:06
1
Thionazin
<1.00
U
11.0
1.00
ug/L
04/15/23 21:15
04/21/23 00:06
1
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
2,4,6-Tribromophenol (Surr)
86
39 - 124
04115123 21:15
04121123 00:06
1
2-Fluorobiphenyl
70
32 - 113
04115123 21:15
04121123 00:06
1
2-Fluorophenol (Surr)
45
26 - 109
04115123 21:15
04121123 00:06
1
Nitrobenzene-d5 (Surr)
58
32 - 118
04/15/23 21:15
04/21/23 00:06
1
Phenol-d5 (Surr)
52
27- 110
04/15/23 21:15
04/21/23 00:06
1
Terphenyl-d 14 (Surr)
43
10 - 126
04/15/23 21:15
04/21/23 00:06
1
Method: SW846 8081 B/8082A - Organochlorine Pesticides and Polychlorinated Biphenyls by Gas Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
4,4'-DDD
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:48
1
4,4'-DDE
<0.00100
U
0.0500
0.00100
ug/L
04/13/23 14:43
04/15/23 22:48
1
4,4'-DDT
<0.00100
U
0.0500
0.00100
ug/L
04/13/23 14:43
04/15/23 22:48
1
Aldrin
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:48
1
alpha-BHC
<0.00100
U
0.0500
0.00100
ug/L
04/13/23 14:43
04/15/23 22:48
1
beta-BHC
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:48
1
Chlordane (technical)
<0.160
U
0.500
0.160
ug/L
04/13/23 14:43
04/15/23 22:48
1
Chlorobenzilate
<0.640
U
3.00
0.640
ug/L
04/13/23 14:43
04/15/23 22:48
1
delta-BHC
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:48
1
Dieldrin
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:48
1
Endosulfan 1
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:48
1
Endosulfan 11
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:48
1
Endosulfan sulfate
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:48
1
Endrin
<0.00100
U
0.0500
0.00100
ug/L
04/13/23 14:43
04/15/23 22:48
1
Endrin aldehyde
<0.00400
U
0.0500
0.00400
ug/L
04/13/23 14:43
04/15/23 22:48
1
gamma-BHC (Lindane)
<0.00100
U
0.0500
0.00100
ug/L
04/13/23 14:43
04/15/23 22:48
1
Heptachlor
<0.00100
U
0.0500
0.00100
ug/L
04/13/23 14:43
04/15/23 22:48
1
Heptachlor epoxide
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:48
1
Isodrin
<0.0110
U
0.0500
0.0110
ug/L
04/13/23 14:43
04/15/23 22:48
1
Kepone
<2.60
U
5.00
2.60
ug/L
04/13/23 14:43
04/15/23 22:48
1
Methoxychlor
<0.00200
U
0.0500
0.00200
ug/L
04/13/23 14:43
04/15/23 22:48
1
PCB-1016
<0.320
U *+ *1
1.00
0.320
ug/L
04/13/23 14:43
04/15/23 22:48
1
PCB-1221
<0.340
U
1.00
0.340
ug/L
04/13/23 14:43
04/15/23 22:48
1
Eurofins Raleigh
Page 46 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW19 Lab Sample ID: 752-5580-11
Date Collected: 04/10/23 10:15 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8081 B/8082A - Organochlorine Pesticides and Polychlorinated Biphenyls by Gas Chromatography
(Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
PCB-1232
<0.340
U
1.00
0.340
ug/L
04/13/23 14:43
04/15/23 22:48
1
PCB-1242
<0.340
U
1.00
0.340
ug/L
04/13/23 14:43
04/15/23 22:48
1
PCB-1248
<0.340
U
1.00
0.340
ug/L
04/13/23 14:43
04/15/23 22:48
1
PCB-1254
<0.340
U
1.00
0.340
ug/L
04/13/23 14:43
04/15/23 22:48
1
PCB-1260
<0.340
U .+ *1
1.00
0.340
ug/L
04/13/23 14:43
04/15/23 22:48
1
Toxaphene
<0.310
U
5.00
0.310
ug/L
04/13/23 14:43
04/15/23 22:48
1
gamma -Chlordane
<0.00600
U
0.0500
0.00600
ug/L
04/13/23 14:43
04/15/23 22:48
1
alpha -Chlordane
<0.00500
U
0.0500
0.00500
ug/L
04/13/23 14:43
04/15/23 22:48
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCB Decachlorobiphenyl
59
30 - 130
04113123 14:43
04115123 22:48
1
Tetrachloro-m-xylene
66
30 - 130
04113123 14:43
04115123 22:48
1
Method: SW846 8151A- Herbicides (GC)
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Pentachlorophenol
<0.0225
U
0.245
0.0225
ug/L
04/14/23 09:30
04/17/23 22:08
1
Dinoseb
<0.0979
U
0.489
0.0979
ug/L
04/14/23 09:30
04/17/23 22:08
1
Silvex (2,4,5-TP)
<0.0940
U
0.832
0.0940
ug/L
04/14/23 09:30
04/17/23 22:08
1
2,4,5-T
<0.137
U
0.832
0.137
ug/L
04/14/23 09:30
04/17/23 22:08
1
2,4-D
<0.176
U
1.08
0.176
ug/L
04/14/23 09:30
04/17/23 22:08
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
DCAA
88
26 - 137
04114123 09:30
04117123 22:08
1
Method: MCAWW 300.0-1993
R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Sulfate
30.4
1.00
0.400
mg/L
04/21/23 23:22
1
Chloride
29.3
0.500
0.200
mg/L
04/21/23 23:22
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Antimony
<0.340
U
5.00
0.340
ug/L
04/14/23 05:50
04/14/23 14:20
1
Arsenic
<0.860
U
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 14:20
1
Barium
63.9
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 14:20
1
Beryllium
<0.200
U
0.500
0.200
ug/L
04/14/23 05:50
04/14/23 14:20
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 14:20
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 14:20
1
Cobalt
0.245
J
0.500
0.220
ug/L
04/14/23 05:50
04/14/23 14:20
1
Copper
<1.08
U
5.00
1.08
ug/L
04/14/23 05:50
04/14/23 14:20
1
Iron
1360
100
12.0
ug/L
04/14/23 05:50
04/14/23 14:20
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 14:20
1
Manganese
82.1
5.00
2.20
ug/L
04/14/23 05:50
04/14/23 14:20
1
Nickel
0.840
J
5.00
0.420
ug/L
04/14/23 05:50
04/14/23 14:20
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 14:20
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 14:20
1
Thallium
<0.260
U
1.00
0.260
ug/L
04/14/23 05:50
04/14/23 14:20
1
Tin
<3.70
U
5.00
3.70
ug/L
04/14/23 05:50
04/14/23 14:20
1
Vanadium
<0.630
U
10.0
0.630
ug/L
04/14/23 05:50
04/14/23 14:20
1
Zinc
<2.80
U
20.0
2.80
ug/L
04/14/23 05:50
04/14/23 14:20
1
Eurofins Raleigh
Page 47 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW19
Lab Sample ID: 752-5580-11
Date Collected: 04/10/23 10:15
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/14/23 13:54 04/17/23 07:51 1 w
General Chemistry
r
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
148
5.00
2.20
mg/L
04/14/23 22:33 1
2320B-2011)
Sulfide (SM 4500 S2 F-2011)
<0.893
U
0.893
0.893
mg/L
04/17/23 13:18 1
Cyanide, Total (SW846 9012B) <0.00250
U
0.0100
0.00250
mg/L
04/21/23 05:22 04/21/23 09:12 1
Total Dissolved Solids (SM 2540C)
340
50.0
50.0
mg/L
04/17/23 13:16 1
Client Sample ID: 6301-MW6
Lab Sample ID: 752-5580-12
Date Collected: 04/11/23 08:30
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,4-Dioxane
0.606
0.500
0.320
ug/L
04/19/2315:48
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
91
70 - 130
04119123 15:48
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
<0.160
U
1.00
0.160
ug/L
04/21/23 15:08
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/21/23 15:08
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 15:08
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/21/23 15:08
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 15:08
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 15:08
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/21/23 15:08
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/21/23 15:08
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 15:08
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/21/23 15:08
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/21/23 15:08
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/21/23 15:08
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/21/23 15:08
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/21/23 15:08
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/21/23 15:08
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/21/23 15:08
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/21/23 15:08
1
Benzene
1.96
1.00
0.130
ug/L
04/21/23 15:08
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/21/23 15:08
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/21/23 15:08
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/21/23 15:08
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/21/23 15:08
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/21/23 15:08
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/21/23 15:08
1
Chlorobenzene
0.512
J
1.00
0.150
ug/L
04/21/23 15:08
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/21/23 15:08
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/21/23 15:08
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/21/23 15:08
1
Eurofins Raleigh
Page 48 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW6
Lab Sample ID: 752-5580-12
Date Collected: 04/11/23 08:30
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
cis-1,2-Dichloroethene
0.972
J
1.00
0.200
ug/L
04/21/23 15:08
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/21/23 15:08
1 �.
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/21/23 15:08
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/21/23 15:08
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 15:08
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/21/23 15:08
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/21/23 15:08
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/21/23 15:08
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/21/23 15:08
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/21/23 15:08
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/21/23 15:08
1
Toluene
0.499
J
1.00
0.410
ug/L
04/21/23 15:08
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 15:08
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/21/23 15:08
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/21/23 15:08
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/21/23 15:08
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/21/23 15:08
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/21/23 15:08
1
Vinyl chloride
0.759
J
1.00
0.500
ug/L
04/21/23 15:08
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/21/23 15:08
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/21/23 15:08
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
90
72 - 119
04/21/23 15:08
1
Dibromofluoromethane
107
75 - 126
04121123 15:08
1
Toluene-d8 (Surr)
92
64 - 132
04121123 15:08
1
1,2-Dichloroethane-d4 (Surr)
99
67- 134
04121123 15:08
1
Method: RSK-175 - Dissolved Gases (GC)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Carbon dioxide
224000
12000
2600
ug/L
04/19/23 08:41
04/19/23 10:53
1
Ethane
<1.00
U
5.00
1.00
ug/L
04/21/23 10:20
04/21/23 20:19
1
Ethene
<1.00
U
5.00
1.00
ug/L
04/21/23 10:20
04/21/23 20:19
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
Propene
35
S1-
43- 133
04121123 10:20
04121123 20:19
1
Method: RSK-175 - Dissolved Gases (GC)
- DL
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Methane
7030
100
60.0
ug/L
04/24/2314:05
04/25/2317:57
20
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
Propene
72
43 - 133
04124123 14:05
04/25/23 17:57
20
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Sulfate
11.9
1.00
0.400
mg/L
04/21/23 23:35
1
Chloride
6.91
0.500
0.200
mg/L
04/21/23 23:35
1
Eurofins Raleigh
Page 49 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW6
Lab Sample ID: 752-5580-12
Date Collected: 04/11/23 08:30
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Arsenic
10.3
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 14:24
1
Barium
32.2
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 14:24
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 14:24
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 14:24
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 14:24
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 14:24
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 14:24
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/14/23 13:54
04/17/23 07:52
1
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
179
5.00
2.20
mg/L
04/14/23 21:53
1
2320B-2011)
Nitrate Nitrite as N (EPA 353.2)
<0.0410
U
0.100
0.0410
mg/L
04/14/23 10:49
1
Nitrite as N (EPA 353.2)
<0.0168
U
0.100
0.0168
mg/L
04/12/23 16:09
1
Sulfide (SM 4500 S2 F-2011)
<0.833
U
0.833
0.833
mg/L
04/17/23 13:18
1
Total Organic Carbon (SW846
6.72
1.00
0.500
mg/L
04/20/23 05:32
1
9060A)
Nitrate as N (SM Nitrate by calc)
<0.0250
U
0.100
0.0250
mg/L
04/21/23 14:55
1
Client Sample ID: 6301-MW7
Lab Sample ID: 752-5580-13
Date Collected: 04/11/23 14:30
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile
Organic Compounds
(GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,4-Dioxane
1.26
0.500
0.320
ug/L
04/19/2316:14
1
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
89
70 - 130
04119123 16:14
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
<0.160
U
1.00
0.160
ug/L
04/21/23 10:43
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/21/23 10:43
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 10:43
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/21/23 10:43
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 10:43
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 10:43
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/21/23 10:43
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/21/23 10:43
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 10:43
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/21/23 10:43
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/21/23 10:43
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/21/23 10:43
1
2-Butanone (MEK)
6.13
J
25.0
2.60
ug/L
04/21/23 10:43
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/21/23 10:43
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/21/23 10:43
1
Eurofins Raleigh
Page 50 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW7
Lab Sample ID: 752-5580-13
Date Collected: 04/11/23 14:30
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Acetone
676
25.0
10.0
ug/L
04/21/23 10:43
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/21/23 10:43
1
Benzene
0.547
J
1.00
0.130
ug/L
04/21/23 10:43
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/21/23 10:43
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/21/23 10:43
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/21/23 10:43
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/21/23 10:43
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/21/23 10:43
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/21/23 10:43
1
Chlorobenzene
0.296
J
1.00
0.150
ug/L
04/21/23 10:43
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/21/23 10:43
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/21/23 10:43
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/21/23 10:43
1
cis-1,2-Dichloroethene
0.212
J
1.00
0.200
ug/L
04/21/23 10:43
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/21/23 10:43
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/21/23 10:43
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/21/23 10:43
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 10:43
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/21/23 10:43
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/21/23 10:43
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/21/23 10:43
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/21/23 10:43
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/21/23 10:43
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/21/23 10:43
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/21/23 10:43
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 10:43
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/21/23 10:43
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/21/23 10:43
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/21/23 10:43
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/21/23 10:43
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/21/23 10:43
1
Vinyl chloride
2.78
1.00
0.500
ug/L
04/21/23 10:43
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/21/23 10:43
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/21/23 10:43
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
91
72 - 119
04/21/23 10:43
1
Dibromofluoromethane
107
75 - 126
04121123 10:43
1
Toluene-d8 (Surr)
91
64 - 132
04121123 10:43
1
1,2-Dichloroethane-d4 (Surr)
97
67- 134
04121123 10:43
1
Method: RSK-175 - Dissolved Gases (GC)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Carbon dioxide
183000
12000
2600
ug/L
04/19/23 08:41
04/19/23 11:02
1
Ethane
<1.00
U
5.00
1.00
ug/L
04/21/23 10:20
04/21/23 20:36
1
Ethene
<1.00
U
5.00
1.00
ug/L
04/21/23 10:20
04/21/23 20:36
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
Propene
37
S1-
43 - 133
04121123 10:20
04121123 20:36
1
0
Eurofins Raleigh
Page 51 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW7
Lab Sample ID: 752-5580-13
Date Collected: 04/11/23 14:30
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: RSK-175 - Dissolved Gases (GC) - DL
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Methane
8650
250
150
ug/L
04/24/2314:05
04/25/2318:27
50
•
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
Propene
75
43 - 133
04124123 14:05
04/25/23 18:27
50
Method: MCAWW 300.0-1993 R2.1
- Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Sulfate
<0.800
U
2.00
0.800
mg/L
-
04/22/23 02:26
2
Chloride
8.36
1.00
0.400
mg/L
04/22/23 02:26
2
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Arsenic
3.42
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 14:28
1
Barium
25.4
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 14:28
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 14:28
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 14:28
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 14:28
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 14:28
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 14:28
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/14/23 13:54
04/17/23 07:54
1
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
153
5.00
2.20
mg/L
04/14/23 21:14
1
2320B-2011)
Nitrate Nitrite as N (EPA 353.2)
<0.0410
U
0.100
0.0410
mg/L
04/14/23 10:51
1
Nitrite as N (EPA 353.2)
<0.0168
U
0.100
0.0168
mg/L
04/12/23 16:10
1
Sulfide (SM 4500 S2 F-2011)
<0.833
U
0.833
0.833
mg/L
04/18/23 10:55
1
Total Organic Carbon (SW846
14.0
1.00
0.500
mg/L
04/20/23 05:50
1
9060A)
Nitrate as N (SM Nitrate by calc)
<0.0250
U
0.100
0.0250
mg/L
04/21/23 14:55
1
Client Sample ID: 6301-MW8
Lab Sample ID: 752-5580-14
Date Collected: 04/11/23 15:00
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,4-Dioxane
9.17
0.500
0.320
ug/L
04/19/2316:41
1
Surrogate
%Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
87
70 - 130
04/19/23 16:41
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
<0.160
U
1.00
0.160
ug/L
04/21/2315:35
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/21/2315:35
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/21/2315:35
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/21/2315:35
1
Eurofins Raleigh
Page 52 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW8
Lab Sample ID: 752-5580-14
Date Collected: 04/11/23 15:00
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic
Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 15:35
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 15:35
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/21/23 15:35
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/21/23 15:35
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 15:35
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/21/23 15:35
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/21/23 15:35
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/21/23 15:35
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/21/23 15:35
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/21/23 15:35
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/21/23 15:35
1
Acetone
35.5
25.0
10.0
ug/L
04/21/23 15:35
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/21/23 15:35
1
Benzene
1.21
1.00
0.130
ug/L
04/21/23 15:35
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/21/23 15:35
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/21/23 15:35
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/21/23 15:35
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/21/23 15:35
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/21/23 15:35
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/21/23 15:35
1
Chlorobenzene
1.02
1.00
0.150
ug/L
04/21/23 15:35
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/21/23 15:35
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/21/23 15:35
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/21/23 15:35
1
cis-1,2-Dichloroethene
<0.200
U
1.00
0.200
ug/L
04/21/23 15:35
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/21/23 15:35
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/21/23 15:35
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/21/23 15:35
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 15:35
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/21/23 15:35
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/21/23 15:35
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/21/23 15:35
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/21/23 15:35
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/21/23 15:35
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/21/23 15:35
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/21/23 15:35
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 15:35
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/21/23 15:35
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/21/23 15:35
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/21/23 15:35
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/21/23 15:35
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/21/23 15:35
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/21/23 15:35
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/21/23 15:35
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/21/23 15:35
1
Surrogate %Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene
91
72 - 119
04121123 15:35
1
Dibromofluoromethane
107
75 - 126
04121123 15:35
1
Toluene-d8 (Surr)
92
64 - 132
04121123 15:35
1
0
Eurofins Raleigh
Page 53 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
F
Job ID: 752-5580-1
Client Sample ID: 6301-MW8 Lab Sample ID: 752-5580-14
Date Collected: 04/11/23 15:00 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Surrogate %Recovery Qualifier Limits
1,2-Dichloroethane-d4 (Surr) 99
67- 134
Method: RSK-175 - Dissolved Gases (GC)
Analyte Result
Qualifier
RL
MDL
Unit
Carbon dioxide 172000
12000
2600
ug/L
Ethane <1.00
U
5.00
1.00
ug/L
Ethene <1.00
U
5.00
1.00
ug/L
Surrogate
%Recovery
Qualifier
Limits
Propene
37
S1-
43-133
Method: RSK-175 - Dissolved
Gases (GC) - DL
Analyte
Result
Qualifier
RL
Methane
6440
100
Surrogate
%Recovery
Qualifier
Limits
Propene
69
43-133
Method: MCAWW 300.0-1993
R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
Sulfate
0.807
J
1.00
Chloride
20.5
0.500
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
Arsenic
7.77
3.00
Barium
47.9
5.00
Cadmium
0.0800
J
0.500
Chromium
2.64
J
5.00
Lead
0.820
J
2.50
Selenium
<0.990
U
2.50
Silver
<0.390
U
1.00
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
Mercury
<0.0800
U
0.200
General Chemistry
Analyte
Result
Qualifier
RL
Alkalinity as CaCO3 to pH 4.5 (SM
2320B-2011)
Nitrate Nitrite as N (EPA 353.2)
Nitrite as N (EPA 353.2)
Sulfide (SM 4500 S2 F-2011)
Total Organic Carbon (SW846
9060A)
Nitrate as N (SM Nitrate by calc)
173
<0.0410 U
<0.0168 U
<0.806 U
17.5
<0.0250 U
5.00
0.100
0.100
0.806
1.00
0.100
MDL Unit
60.0 ug/L
MDL Unit
0.400 mg/L
0.200 mg/L
MDL Unit
0.860 ug/L
0.890 ug/L
0.0780 ug/L
1.20 ug/L
0.210 ug/L
0.990 ug/L
0.390 ug/L
Prepared
Analyzed
Dil Fac
04121123 15:35
1
V
D Prepared
Analyzed
Dil Fac
04/19/23 08:41
04/19/23 11:09
1
04/21 /23 10:20
04/21 /23 20:53
1
04/21 /23 10:20
04/21 /23 20:53
1
Prepared
Analyzed
Dil Fac
04121123 10:20
04121123 20:53
1
D Prepared
Analyzed
Dil Fac
04/24/2314:05
04/25/2319:29
20
Prepared Analyzed
0412412314:05 0412512319:29
D Prepared Analyzed
04/22/23 02:40
04/22/23 02:40
D Prepared Analyzed
04/14/23 05:50
04/14/23 14:32
04/14/23 05:50
04/14/23 14:32
04/14/23 05:50
04/14/23 14:32
04/14/23 05:50
04/14/23 14:32
04/14/23 05:50
04/14/23 14:32
04/14/23 05:50
04/14/23 14:32
04/14/23 05:50
04/14/23 14:32
Dil Fac
20
Dil Fac
1
1
Dil Fac
1
1
1
1
1
1
1
MDL
Unit
D Prepared Analyzed
Dil Fac
0.0800
ug/L
04/14/23 13:54 04/17/23 07:55
1
MDL
Unit
D Prepared Analyzed
Dil Fac
2.20
mg/L
04/14/23 21:34
1
0.0410
mg/L
04/14/2310:53
1
0.0168
mg/L
04/12/2316:11
1
0.806
mg/L
04/18/2310:55
1
0.500
mg/L
04/20/23 06:07
1
0.0250
mg/L
04/21/2314:55
1
Page 54 of 150
Eurofins Raleigh
5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW9 Lab Sample ID: 752-5580-15
Date Collected: 04/11/23 12:30 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,4-Dioxane
47.5
5.00
3.20
ug/L
04/19/23 20:44
10
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
88
70 - 130
04119123 20:44
10
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
<0.160
U
1.00
0.160
ug/L
04/21/23 16:02
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/21/23 16:02
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 16:02
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/21/23 16:02
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 16:02
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 16:02
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/21/23 16:02
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/21/23 16:02
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 16:02
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/21/23 16:02
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/21/23 16:02
1
1,4-Dichlorobenzene
1.69
1.00
0.640
ug/L
04/21/23 16:02
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/21/23 16:02
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/21/23 16:02
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/21/23 16:02
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/21/23 16:02
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/21/23 16:02
1
Benzene
2.44
1.00
0.130
ug/L
04/21/23 16:02
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/21/23 16:02
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/21/23 16:02
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/21/23 16:02
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/21/23 16:02
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/21/23 16:02
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/21/23 16:02
1
Chlorobenzene
6.35
1.00
0.150
ug/L
04/21/23 16:02
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/21/23 16:02
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/21/23 16:02
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/21/23 16:02
1
cis-1,2-Dichloroethene
0.695
J
1.00
0.200
ug/L
04/21/23 16:02
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/21/23 16:02
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/21/23 16:02
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/21/23 16:02
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 16:02
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/21/23 16:02
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/21/23 16:02
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/21/23 16:02
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/21/23 16:02
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/21/23 16:02
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/21/23 16:02
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/21/23 16:02
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 16:02
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/21/23 16:02
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/21/23 16:02
1
0
Eurofins Raleigh
Page 55 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW9
Lab Sample ID: 752-5580-15
Date Collected: 04/11/23 12:30
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/21/23 16:02
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/21/23 16:02
1 �.
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/21/23 16:02
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/21/23 16:02
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/21/23 16:02
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/21/23 16:02
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
90
72 - 119
04/21/23 16:02
1
Dibromofluoromethane
107
75 - 126
04121123 16:02
1
Toluene-d8 (Surr)
90
64 - 132
04121123 16:02
1
1,2-Dichloroethane-d4 (Surr)
98
67- 134
04121123 16:02
1
Method: RSK-175 - Dissolved Gases (GC)
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Carbon dioxide
208000
12000
2600
ug/L
04/19/23 08:41
04/19/23 11:17
1
Ethane
<1.00
U
5.00
1.00
ug/L
04/21/23 10:20
04/21/23 21:09
1
Ethene
<1.00
U
5.00
1.00
ug/L
04/21/23 10:20
04/21/23 21:09
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
Propene
29
S1-
43- 133
04121123 10:20
04121123 21:09
1
Method: RSK-175 - Dissolved Gases (GC)
- DL
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Methane
3300
100
60.0
ug/L
04/24/2314:05
04/25/2319:59
20
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
Propene
69
43 - 133
04124123 14:05
04/25/23 19:59
20
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Sulfate
<2.00
U
5.00
2.00
mg/L
04/22/23 02:53
5
Chloride
138
2.50
1.00
mg/L
04/22/23 02:53
5
Method: SW846 6020B - Metals
(ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Arsenic
37.9
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 14:36
1
Barium
92.6
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 14:36
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 14:36
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 14:36
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 14:36
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 14:36
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 14:36
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/14/23 13:54
04/17/23 07:57
1
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
D
Prepared
Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
874
5.00
2.20
mg/L
04/14/23 22:51
1
2320E-2011)
Eurofins Raleigh
Page 56 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW9 Lab Sample ID: 752-5580-15
Date Collected: 04/11/23 12:30 Matrix: Ground Water
Date Received: 04/11/23 18:00
General Chemistry (Continued)
Analyte
Nitrate Nitrite as N (EPA 353.2)
Nitrite as N (EPA 353.2)
Sulfide (SM 4500 S2 F-2011)
Total Organic Carbon (SW846
9060A)
Nitrate as N (SM Nitrate by calc)
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
<0.0410
U
0.100
0.0410
mg/L
04/14/2310:54
1
<0.0168
U
0.100
0.0168
mg/L
04/12/2316:12
1 �.
0.966
0.893
0.893
mg/L
04/18/2310:55
1
40.8
1.00
0.500
mg/L
04/20/23 06:24
1
<0.0250
U
0.100
0.0250
mg/L
04/21/2314:55
1
Client Sample ID: 6301-MW15R
Date Collected: 04/11/23 10:45
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Analyte Result Qualifier RL MDL Unit
1,4-Dioxane <0.320 U 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
1,1,1,2-Tetrachloroethane
<0.160
U
1.00
1,1,1-Trichloroethane
<0.180
U
1.00
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
1,1,2-Trichloroethane
<0.210
U
5.00
1,1-Dichloroethane
<0.500
U
1.00
1,1-Dichloroethene
<0.500
U
1.00
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1,2-Dibromoethane
<0.230
U
1.00
1,2-Dichlorobenzene
<0.500
U
1.00
1,2-Dichloroethane
<0.190
U
1.00
1,2-Dichloropropane
<0.500
U
1.00
1,4-Dichlorobenzene
<0.640
U
1.00
2-Butanone (MEK)
<2.60
U
25.0
2-Hexanone
<1.40
U
25.0
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
Acetone
<10.0
U
25.0
Acrylonitrile
<2.80
U
10.0
Benzene
0.395
J
1.00
Bromochloromethane
<0.210
U
1.00
Bromodichloromethane
<0.500
U
1.00
Bromoform
<0.250
U
5.00
Bromomethane
<0.980
U
1.00
Carbon disulfide
<0.500
U
1.00
Carbon tetrachloride
<0.190
U
1.00
Chlorobenzene
0.243
J
1.00
Chloroethane
<0.760
U
1.00
Chloroform
<1.00
U
1.00
Chloromethane
<0.320
U
1.00
cis-1,2-Dichloroethene
0.642
J
1.00
cis-1,3-Dichloropropene
<0.500
U
5.00
Dibromochloromethane
<0.240
U
1.00
Lab Sample ID: 752-5580-16
Matrix: Ground Water
D Prepared Analyzed Dil Fac
04/19/23 17:08 1
Prepared Analyzed
Dil Fac
04119123 17:08
1
MDL
Unit
D Prepared Analyzed
Dil Fac
0.160
ug/L
04/21/2316:28
1
0.180
ug/L
04/21/2316:28
1
0.500
ug/L
04/21/2316:28
1
0.210
ug/L
04/21/2316:28
1
0.500
ug/L
04/21/2316:28
1
0.500
ug/L
04/21/2316:28
1
1.50
ug/L
04/21/2316:28
1
0.230
ug/L
04/21/2316:28
1
0.500
ug/L
04/21/2316:28
1
0.190
ug/L
04/21/2316:28
1
0.500
ug/L
04/21/2316:28
1
0.640
ug/L
04/21/2316:28
1
2.60
ug/L
04/21/2316:28
1
1.40
ug/L
04/21/2316:28
1
1.80
ug/L
04/21/2316:28
1
10.0
ug/L
04/21/2316:28
1
2.80
ug/L
04/21/2316:28
1
0.130
ug/L
04/21/2316:28
1
0.210
ug/L
04/21/2316:28
1
0.500
ug/L
04/21/2316:28
1
0.250
ug/L
04/21/2316:28
1
0.980
ug/L
04/21/2316:28
1
0.500
ug/L
04/21/2316:28
1
0.190
ug/L
04/21/2316:28
1
0.150
ug/L
04/21/2316:28
1
0.760
ug/L
04/21/2316:28
1
1.00
ug/L
04/21/2316:28
1
0.320
ug/L
04/21/2316:28
1
0.200
ug/L
04/21/2316:28
1
0.500
ug/L
04/21/2316:28
1
0.240
ug/L
04/21/2316:28
1
Eurofins Raleigh
Page 57 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW15R Lab Sample ID: 752-5580-16
Date Collected: 04/11/23 10:45 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/21/23 16:28
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 16:28
1
�.
lodomethane
<0.900
U
1.00
0.900
ug/L
04/21/23 16:28
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/21/23 16:28
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/21/23 16:28
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/21/23 16:28
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/21/23 16:28
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/21/23 16:28
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/21/23 16:28
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 16:28
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/21/23 16:28
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/21/23 16:28
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/21/23 16:28
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/21/23 16:28
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/21/23 16:28
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/21/23 16:28
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/21/23 16:28
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/21/23 16:28
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
90
72 - 119
04121123 16:28
1
Dibromofluoromethane
107
75 - 126
04/21/23 16:28
1
Toluene-d8 (Surr)
92
64 - 132
04/21/23 16:28
1
1,2-Dichloroethane-d4 (Surr)
98
67- 134
04121123 16:28
1
Method: RSK-175 - Dissolved Gases (GC)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Carbon dioxide
141000
12000
2600
ug/L
04/19/23 08:41
04/19/23 11:25
1
Ethane
<1.00
U
5.00
1.00
ug/L
04/21/23 10:20
04/21/23 21:30
1
Ethene
<1.00
U
5.00
1.00
ug/L
04/21/23 10:20
04/21/23 21:30
1
Surrogate %Recovery Qualifier
Propene 43
Method: RSK-175 - Dissolved Gases (GC) - DL
Analyte Result Qualifier
Methane 2020
Limits
43-133
RL MDL Unit
50.0 30.0 ug/L
Prepared Analyzed Dil Fac
04121123 10:20 04121123 21:30 1
D Prepared Analyzed Dil Fac
04/24/23 14:05 04/25/23 20:15 10
Surrogate %Recovery Qualifier Limits
Prepared
Analyzed
Dil Fac
Propene 57 43 - 133
04124123 14:05
04/25/23 20:15
10
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte Result Qualifier RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Sulfate 6.66 1.00
0.400
mg/L
04/22/23 03:06
1
Chloride 1.88 0.500
0.200
mg/L
04/22/23 03:06
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte Result Qualifier RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Arsenic 7.98 3.00
0.860
ug/L
04/14/23 05:50
04/14/23 14:48
1
Barium 28.3 5.00
0.890
ug/L
04/14/23 05:50
04/14/23 14:48
1
Cadmium <0.0780 U 0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 14:48
1
Page 58 of 150
Eurofins Raleigh
5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW15R Lab Sample ID: 752-5580-16
Date Collected: 04/11/23 10:45 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
Chromium
<1.20
U
5.00
1.20
ug/L
Lead
<0.210
U
2.50
0.210
ug/L
Selenium
<0.990
U
2.50
0.990
ug/L
Silver
<0.390
U
1.00
0.390
ug/L
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
Mercury
<0.0800
U
0.200
0.0800
ug/L
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
Alkalinity as CaCO3 to pH 4.5 (SM
84.8
5.00
2.20
mg/L
2320113-2011)
Nitrate Nitrite as N (EPA 353.2)
<0.0410
U
0.100
0.0410
mg/L
Nitrite as N (EPA 353.2)
<0.0168
U
0.100
0.0168
mg/L
Sulfide (SM 4500 S2 F-2011)
<0.893
U
0.893
0.893
mg/L
Total Organic Carbon (SW846
1.58
1.00
0.500
mg/L
9060A)
Nitrate as N (SM Nitrate by calc)
<0.0250
U
0.100
0.0250
mg/L
D Prepared
Analyzed
Dil Fac
04/14/23 05:50
04/14/23 14:48
1
04/14/23 05:50
04/14/23 14:48
1
04/14/23 05:50
04/14/23 14:48
1
04/14/23 05:50
04/14/23 14:48
1
D Prepared
Analyzed
Dil Fac
04/14/23 13:54
04/17/23 07:58
1
D Prepared
Analyzed
Dil Fac
04/14/23 21:43
1
04/14/23 10:56
04/12/23 16:12
04/18/23 10:55
04/20/23 06:43
04/21 /23 14:55
Client Sample ID: 6301-SW1 Lab Sample ID: 752-5580-17
Date Collected: 04/10/23 16:25 Matrix: Surface Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
1,4-Dioxane 2.86 0.500 0.320 ug/L 04/19/2317:35 1
Surrogate
%Recovery
Qualifier
Limits
4-Bromofluorobenzene (Surr)
84
70 - 130
Method: SW846 8260D - Volatile
Organic Compounds by GC/MS
Analyte
Result
Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.160
U
1.00
1,1,1-Trichloroethane
<0.180
U
1.00
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
1,1,2-Trichloroethane
<0.210
U
5.00
1,1-Dichloroethane
<0.500
U
1.00
1,1-Dichloroethene
<0.500
U
1.00
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1,2-Dibromoethane
<0.230
U
1.00
1,2-Dichlorobenzene
<0.500
U
1.00
1,2-Dichloroethane
<0.190
U
1.00
1,2-Dichloropropane
<0.500
U
1.00
1,4-Dichlorobenzene
<0.640
U
1.00
2-Butanone (MEK)
<2.60
U
25.0
2-Hexanone
<1.40
U
25.0
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
Acetone
<10.0
U
25.0
Acrylonitrile
<2.80
U
10.0
Benzene
<0.130
U
1.00
Prepared Analyzed
Dil Fac
04119123 17:35
1
MDL
Unit
D Prepared Analyzed
Dil Fac
0.160
ug/L
04/21/2316:55
1
0.180
ug/L
04/21/2316:55
1
0.500
ug/L
04/21/2316:55
1
0.210
ug/L
04/21/2316:55
1
0.500
ug/L
04/21/2316:55
1
0.500
ug/L
04/21/2316:55
1
1.50
ug/L
04/21/2316:55
1
0.230
ug/L
04/21/2316:55
1
0.500
ug/L
04/21/2316:55
1
0.190
ug/L
04/21/2316:55
1
0.500
ug/L
04/21/2316:55
1
0.640
ug/L
04/21/2316:55
1
2.60
ug/L
04/21/2316:55
1
1.40
ug/L
04/21/2316:55
1
1.80
ug/L
04/21/2316:55
1
10.0
ug/L
04/21/2316:55
1
2.80
ug/L
04/21/2316:55
1
0.130
ug/L
04/21/2316:55
1
Eurofins Raleigh
Page 59 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-SW1 Lab Sample ID: 752-5580-17
Date Collected: 04/10/23 16:25 Matrix: Surface Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/21/23 16:55
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/21/23 16:55
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/21/23 16:55
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/21/23 16:55
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/21/23 16:55
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/21/23 16:55
1
Chlorobenzene
0.546
J
1.00
0.150
ug/L
04/21/23 16:55
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/21/23 16:55
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/21/23 16:55
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/21/23 16:55
1
cis-1,2-Dichloroethene
<0.200
U
1.00
0.200
ug/L
04/21/23 16:55
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/21/23 16:55
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/21/23 16:55
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/21/23 16:55
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 16:55
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/21/23 16:55
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/21/23 16:55
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/21/23 16:55
1
Naphthalene
<3.00
U
5.00
3.00
ug/L
04/21/23 16:55
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/21/23 16:55
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/21/23 16:55
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/21/23 16:55
1
Tetrahydrofuran
<1.50
U
5.00
1.50
ug/L
04/21/23 16:55
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/21/23 16:55
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 16:55
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/21/23 16:55
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/21/23 16:55
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/21/23 16:55
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/21/23 16:55
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/21/23 16:55
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/21/23 16:55
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/21/23 16:55
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/21/23 16:55
1
Surrogate
%Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
88
72 - 119
04121123 16:55
1
Dibromofluoromethane
108
75 - 126
04/21/23 16:55
1
Toluene-d8 (Surr)
91
64 - 132
04/21/23 16:55
1
1,2-Dichloroethane-d4 (Surr)
101
67- 134
04121123 16:55
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Arsenic
<0.860
U
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 14:52
1
Barium
18.5
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 14:52
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 14:52
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 14:52
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 14:52
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 14:52
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 14:52
1
0
Eurofins Raleigh
Page 60 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-SW1
Lab Sample ID: 752-5580-17
Date Collected: 04/10/23 16:25
Matrix: Surface Water
Date Received: 04/11/23 18:00
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/14/23 13:54 04/17/23 08:00
1
Client Sample ID: 6301-SW2
Lab Sample ID: 752-5580-18
Date Collected: 04/10/23 17:25
Matrix: Surface Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile
Organic Compounds
(GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,4-Dioxane
<0.320
U
0.500
0.320
ug/L
04/19/2318:02
1
Surrogate %Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
89
70 - 130
04119123 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
<0.160
U
1.00
0.160
ug/L
04/21/23 17:21
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/21/23 17:21
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 17:21
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/21/23 17:21
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 17:21
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 17:21
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/21/23 17:21
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/21/23 17:21
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 17:21
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/21/23 17:21
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/21/23 17:21
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/21/23 17:21
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/21/23 17:21
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/21/23 17:21
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/21/23 17:21
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/21/23 17:21
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/21/23 17:21
1
Benzene
<0.130
U
1.00
0.130
ug/L
04/21/23 17:21
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/21/23 17:21
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/21/23 17:21
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/21/23 17:21
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/21/23 17:21
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/21/23 17:21
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/21/23 17:21
1
Chlorobenzene
<0.150
U
1.00
0.150
ug/L
04/21/23 17:21
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/21/23 17:21
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/21/23 17:21
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/21/23 17:21
1
cis-1,2-Dichloroethene
<0.200
U
1.00
0.200
ug/L
04/21/23 17:21
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/21/23 17:21
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/21/23 17:21
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/21/23 17:21
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 17:21
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/21/23 17:21
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/21/23 17:21
1
Eurofins Raleigh
Page 61 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-SW2
Lab Sample ID: 752-5580-18
Date Collected: 04/10/23 17:25
Matrix: Surface Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/21/23 17:21
1
Naphthalene
<3.00
U
5.00
3.00
ug/L
04/21/23 17:21
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/21/23 17:21
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/21/23 17:21
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/21/23 17:21
1
Tetrahydrofuran
<1.50
U
5.00
1.50
ug/L
04/21/23 17:21
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/21/23 17:21
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 17:21
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/21/23 17:21
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/21/23 17:21
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/21/23 17:21
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/21/23 17:21
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/21/23 17:21
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/21/23 17:21
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/21/23 17:21
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/21/23 17:21
1
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
89
72 - 119
04121123 17:21
1
Dibromofluoromethane
109
75 - 126
04121123 17:21
1
Toluene-d8 (Surr)
92
64 - 132
04121123 17:21
1
1,2-Dichloroethane-d4 (Surr)
98
67- 134
04/21/23 17:21
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Arsenic
<0.860
U
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 14:56
1
Barium
11.6
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 14:56
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 14:56
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 14:56
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 14:56
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 14:56
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 14:56
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/17/23 08:07
04/17/23 18:01
1
Client Sample ID: 6301-SW3
Lab Sample ID: 752-5580-19
Date Collected: 04/10/23 16:40
Matrix: Surface Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile
Organic Compounds
(GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,4-Dioxane
2.98
0.500
0.320
ug/L
04/19/2318:29
1
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
88
70 - 130
04/19/23 18:29
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
<0.160
U
1.00
0.160
ug/L
04/21/2317:48
1
Eurofins Raleigh
Page 62 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-SW3
Lab Sample ID: 752-5580-19
Date Collected: 04/10/23 16:40
Matrix: Surface Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds
by GUMS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/21/23 17:48
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 17:48
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/21/23 17:48
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 17:48
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 17:48
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/21/23 17:48
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/21/23 17:48
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 17:48
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/21/23 17:48
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/21/23 17:48
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/21/23 17:48
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/21/23 17:48
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/21/23 17:48
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/21/23 17:48
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/21/23 17:48
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/21/23 17:48
1
Benzene
<0.130
U
1.00
0.130
ug/L
04/21/23 17:48
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/21/23 17:48
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/21/23 17:48
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/21/23 17:48
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/21/23 17:48
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/21/23 17:48
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/21/23 17:48
1
Chlorobenzene
0.231
J
1.00
0.150
ug/L
04/21/23 17:48
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/21/23 17:48
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/21/23 17:48
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/21/23 17:48
1
cis-1,2-Dichloroethene
<0.200
U
1.00
0.200
ug/L
04/21/23 17:48
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/21/23 17:48
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/21/23 17:48
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/21/23 17:48
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 17:48
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/21/23 17:48
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/21/23 17:48
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/21/23 17:48
1
Naphthalene
<3.00
U
5.00
3.00
ug/L
04/21/23 17:48
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/21/23 17:48
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/21/23 17:48
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/21/23 17:48
1
Tetrahydrofuran
<1.50
U
5.00
1.50
ug/L
04/21/23 17:48
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/21/23 17:48
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 17:48
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/21/23 17:48
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/21/23 17:48
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/21/23 17:48
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/21/23 17:48
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/21/23 17:48
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/21/23 17:48
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/21/23 17:48
1
0
Eurofins Raleigh
Page 63 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-SW3
Lab Sample ID: 752-5580-19
Date Collected: 04/10/23 16:40
Matrix: Surface Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/21/23 17:48
1
•
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
89
72 - 119
04121123 17:48
1
Dibromofluoromethane
108
75 - 126
04121123 17:48
1
Toluene-d8 (Surr)
93
64 - 132
04121123 17:48
1
1,2-Dichloroethane-d4 (Surr)
100
67- 134
04/21/23 17:48
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
C
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Arsenic
<0.860
U
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 15:00
1
Barium
18.5
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 15:00
1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 15:00
1
Chromium
<1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 15:00
1
Silver
<0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 15:00
1
Lead
<0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 15:00
1
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 15:00
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/17/23 08:07
04/17/23 18:02
1
Client Sample ID: 6301-SW4
Lab Sample ID: 752-5580-20
Date Collected: 04/10/23 17:00
Matrix: Surface Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile
Organic Compounds
(GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
1,4-Dioxane
<3.20
U
5.00
3.20
ug/L
04/19/23 21:11
10
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
88
70 - 130
04/19/23 21:11
10
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
<0.160
U
1.00
0.160
ug/L
04/21/23 18:15
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/21/23 18:15
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 18:15
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/21/23 18:15
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 18:15
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 18:15
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/21/23 18:15
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/21/23 18:15
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 18:15
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/21/23 18:15
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/21/23 18:15
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/21/23 18:15
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/21/23 18:15
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/21/23 18:15
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/21/23 18:15
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/21/23 18:15
1
Eurofins Raleigh
Page 64 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-SW4 Lab Sample ID: 752-5580-20
Date Collected: 04/10/23 17:00 Matrix: Surface Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
Benzene
<0.130
U
1.00
0.130
ug/L
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
Bromoform
<0.250
U
5.00
0.250
ug/L
Bromomethane
<0.980
U
1.00
0.980
ug/L
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
Chlorobenzene
<0.150
U
1.00
0.150
ug/L
Chloroethane
<0.760
U
1.00
0.760
ug/L
Chloroform
<1.00
U
1.00
1.00
ug/L
Chloromethane
<0.320
U
1.00
0.320
ug/L
cis-1,2-Dichloroethene
<0.200
U
1.00
0.200
ug/L
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
Dibromomethane
<0.220
U
5.00
0.220
ug/L
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
lodomethane
<0.900
U
1.00
0.900
ug/L
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
Naphthalene
<3.00
U
5.00
3.00
ug/L
o-Xylene
<0.600
U
5.00
0.600
ug/L
Styrene
<1.00
U
1.00
1.00
ug/L
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
Tetrahydrofuran
7.45
5.00
1.50
ug/L
Toluene
<0.410
U
1.00
0.410
ug/L
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
Trichloroethene
<0.150
U
1.00
0.150
ug/L
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-d8 (Surr)
1,2-Dichloroethane-d4 (Surr)
D Prepared Analyzed
Dil Fac
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
04/21 /23 18:15
1
%Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
90
72 - 119
04121123 18:15
1
108
75 - 126
04/21/23 18:15
1
95
64 - 132
04/21/23 18:15
1
98
67 - 134
04121123 18:15
1
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte
Result
Qualifier
RL
Arsenic
4.18
3.00
Barium
39.3
5.00
Cadmium
<0.0780
U
0.500
Chromium
7.72
5.00
Silver
<0.390
U
1.00
Lead
1.61
J
2.50
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.860
ug/L
04/14/23 05:50
04/14/23 14:12
1
0.890
ug/L
04/14/23 05:50
04/14/23 14:12
1
0.0780
ug/L
04/14/23 05:50
04/14/23 14:12
1
1.20
ug/L
04/14/23 05:50
04/14/23 14:12
1
0.390
ug/L
04/14/23 05:50
04/14/23 14:12
1
0.210
ug/L
04/14/23 05:50
04/14/23 14:12
1
0
Eurofins Raleigh
Page 65 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-SW4
Lab Sample ID: 752-5580-20
Date Collected: 04/10/23 17:00
Matrix: Surface Water
Date Received: 04/11/23 18:00
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Selenium
<0.990
U
2.50
0.990
ug/L
04/14/23 05:50 04/14/23 14:12
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/17/23 08:07 04/17/23 18:04
1
Client Sample ID: 6301-Field
Blank
Lab Sample ID: 752-5580-21
Date Collected: 04/10/23 16:00
Matrix:
Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D - Volatile
Organic Compounds
(GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,4-Dioxane
<0.320
U
0.500
0.320
ug/L
04/18/2313:12
1
Surrogate %Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
104
70 - 130
04118123 13:12
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
<0.160
U
1.00
0.160
ug/L
04/21/23 13:48
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/21/23 13:48
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 13:48
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/21/23 13:48
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/21/23 13:48
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 13:48
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/21/23 13:48
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/21/23 13:48
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 13:48
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/21/23 13:48
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/21/23 13:48
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/21/23 13:48
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/21/23 13:48
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/21/23 13:48
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/21/23 13:48
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/21/23 13:48
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/21/23 13:48
1
Benzene
<0.130
U
1.00
0.130
ug/L
04/21/23 13:48
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/21/23 13:48
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/21/23 13:48
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/21/23 13:48
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/21/23 13:48
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/21/23 13:48
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/21/23 13:48
1
Chlorobenzene
<0.150
U
1.00
0.150
ug/L
04/21/23 13:48
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/21/23 13:48
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/21/23 13:48
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/21/23 13:48
1
cis-1,2-Dichloroethene
<0.200
U
1.00
0.200
ug/L
04/21/23 13:48
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/21/23 13:48
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/21/23 13:48
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/21/23 13:48
1
Eurofins Raleigh
Page 66 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-Field Blank Lab Sample ID: 752-5580-21
Date Collected: 04/10/23 16:00 Matrix: Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
lodomethane
<0.900
U
1.00
0.900
ug/L
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
Naphthalene
<3.00
U
5.00
3.00
ug/L
o-Xylene
<0.600
U
5.00
0.600
ug/L
Styrene
<1.00
U
1.00
1.00
ug/L
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
Tetrahydrofuran
<1.50
U
5.00
1.50
ug/L
Toluene
<0.410
U
1.00
0.410
ug/L
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
Trichloroethene
<0.150
U
1.00
0.150
ug/L
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-d8 (Surr)
1,2-Dichloroethane-d4 (Surr)
D Prepared Analyzed
Dil Fac
04/21 /23 13:48
1
04/21/2313:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21/2313:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
04/21 /23 13:48
1
%Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
93
72 - 119
04121123 13:48
1
104
75 - 126
04/21/23 13:48
1
93
64 - 132
04/21/23 13:48
1
97
67 - 134
04121123 13:48
1
Client Sample ID: 6301-Trip Blank
Date Collected: 04/10/23 07:00
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result
Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.160
U
1.00
1,1,1-Trichloroethane
<0.180
U
1.00
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
1,1,2-Trichloroethane
<0.210
U
5.00
1,1-Dichloroethane
<0.500
U
1.00
1,1-Dichloroethene
<0.500
U
1.00
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1,2-Dibromoethane
<0.230
U
1.00
1,2-Dichlorobenzene
<0.500
U
1.00
1,2-Dichloroethane
<0.190
U
1.00
1,2-Dichloropropane
<0.500
U
1.00
1,4-Dichlorobenzene
<0.640
U
1.00
2-Butanone (MEK)
<2.60
U
25.0
2-Hexanone
<1.40
U
25.0
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
Acetone
<10.0
U
25.0
Acrylonitrile
<2.80
U
10.0
Benzene
<0.130
U
1.00
Lab Sample ID: 752-5580-22
Matrix: Water
MDL
Unit
D Prepared Analyzed
Dil Fac
0.160
ug/L
04/21/2314:15
1
0.180
ug/L
04/21/2314:15
1
0.500
ug/L
04/21/2314:15
1
0.210
ug/L
04/21/2314:15
1
0.500
ug/L
04/21/2314:15
1
0.500
ug/L
04/21/2314:15
1
1.50
ug/L
04/21/2314:15
1
0.230
ug/L
04/21/2314:15
1
0.500
ug/L
04/21/2314:15
1
0.190
ug/L
04/21/2314:15
1
0.500
ug/L
04/21/2314:15
1
0.640
ug/L
04/21/2314:15
1
2.60
ug/L
04/21/2314:15
1
1.40
ug/L
04/21/2314:15
1
1.80
ug/L
04/21/2314:15
1
10.0
ug/L
04/21/2314:15
1
2.80
ug/L
04/21/2314:15
1
0.130
ug/L
04/21/2314:15
1
Eurofins Raleigh
Page 67 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-Trip Blank
Lab Sample ID: 752-5580-22
Date Collected: 04/10/23 07:00
Matrix:
Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/21/23 14:15
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/21/23 14:15
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/21/23 14:15
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/21/23 14:15
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/21/23 14:15
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/21/23 14:15
1
Chlorobenzene
<0.150
U
1.00
0.150
ug/L
04/21/23 14:15
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/21/23 14:15
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/21/23 14:15
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/21/23 14:15
1
cis-1,2-Dichloroethene
<0.200
U
1.00
0.200
ug/L
04/21/23 14:15
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/21/23 14:15
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/21/23 14:15
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/21/23 14:15
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/21/23 14:15
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/21/23 14:15
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/21/23 14:15
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/21/23 14:15
1
Naphthalene
<3.00
U
5.00
3.00
ug/L
04/21/23 14:15
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/21/23 14:15
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/21/23 14:15
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/21/23 14:15
1
Tetrahydrofuran
<1.50
U
5.00
1.50
ug/L
04/21/23 14:15
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/21/23 14:15
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/21/23 14:15
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/21/23 14:15
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/21/23 14:15
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/21/23 14:15
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/21/23 14:15
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/21/23 14:15
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/21/23 14:15
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/21/23 14:15
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/21/23 14:15
1
Surrogate
%Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene
89
72 - 119
04121123 14:15
1
Dibromofluoromethane
107
75 - 126
04/21/23 14:15
1
Toluene-d8 (Surr)
92
64 - 132
04/21/23 14:15
1
1,2-Dichloroethane-d4 (Surr)
97
67- 134
04121123 14:15
1
Client Sample ID: 6301-Duplicate
Lab Sample ID: 752-5580-23
Date Collected: 04/10/23 07:00
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D SIM 14D
- Volatile
Organic Compounds
(GC/MS)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,4-Dioxane
11.0
5.00
3.20
ug/L
04/18/2316:21
10
Surrogate
%Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene (Surr)
97
70- 130
04118123 16:21
10
0
Eurofins Raleigh
Page 68 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-Duplicate Lab Sample ID: 752-5580-23
Date Collected: 04/10/23 07:00 Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result
Qualifier
RL
1,1,1,2-Tetrachloroethane
<0.160
U
1.00
1,1,1-Trichloroethane
<0.180
U
1.00
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
1,1,2-Trichloroethane
<0.210
U
5.00
1,1-Dichloroethane
<0.500
U
1.00
1,1-Dichloroethene
<0.500
U
1.00
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1,2-Dibromoethane
<0.230
U
1.00
1,2-Dichlorobenzene
<0.500
U
1.00
1,2-Dichloroethane
<0.190
U
1.00
1,2-Dichloropropane
<0.500
U
1.00
1,4-Dichlorobenzene
<0.640
U
1.00
2-Butanone (MEK)
<2.60
U
25.0
2-Hexanone
<1.40
U
25.0
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
Acetone
10.2
J
25.0
Acrylonitrile
<2.80
U
10.0
Benzene
0.451
J
1.00
Bromochloromethane
<0.210
U
1.00
Bromodichloromethane
<0.500
U
1.00
Bromoform
<0.250
U
5.00
Bromomethane
<0.980
U
1.00
Carbon disulfide
<0.500
U
1.00
Carbon tetrachloride
<0.190
U
1.00
Chlorobenzene
0.291
J
1.00
Chloroethane
<0.760
U
1.00
Chloroform
<1.00
U
1.00
Chloromethane
<0.320
U
1.00
cis-1,2-Dichloroethene
0.914
J
1.00
cis-1,3-Dichloropropene
<0.500
U
5.00
Dibromochloromethane
<0.240
U
1.00
Dibromomethane
<0.220
U
5.00
Ethylbenzene
<0.500
U
1.00
lodomethane
<0.900
U
1.00
m-Xylene & p-Xylene
<0.630
U
5.00
Methylene Chloride
<3.00
U
5.00
Naphthalene
<3.00
U
5.00
o-Xylene
<0.600
U
5.00
Styrene
<1.00
U
1.00
Tetrachloroethene
<0.900
U
1.00
Tetrahydrofuran
3.20
J
5.00
Toluene
<0.410
U
1.00
trans- 1,2-Dichloroethene
<0.500
U
1.00
trans- 1,3-Dichloropropene
<0.200
U
5.00
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
Trichloroethene
<0.150
U
1.00
Trichlorofluoromethane
<0.520
U
1.00
Vinyl acetate
<0.930
U
25.0
Vinyl chloride
<0.500
U
1.00
MDL
Unit
D Prepared Analyzed
Dil Fac
0.160
ug/L
04/21/2318:41
1
0.180
ug/L
04/21/2318:41
1
0.500
ug/L
04/21/2318:41
1
0.210
ug/L
04/21/2318:41
1
0.500
ug/L
04/21/2318:41
1
0.500
ug/L
04/21/2318:41
1
1.50
ug/L
04/21/2318:41
1
0.230
ug/L
04/21/2318:41
1
0.500
ug/L
04/21/2318:41
1
0.190
ug/L
04/21/2318:41
1
0.500
ug/L
04/21/2318:41
1
0.640
ug/L
04/21/2318:41
1
2.60
ug/L
04/21/2318:41
1
1.40
ug/L
04/21/2318:41
1
1.80
ug/L
04/21/2318:41
1
10.0
ug/L
04/21/2318:41
1
2.80
ug/L
04/21/2318:41
1
0.130
ug/L
04/21/2318:41
1
0.210
ug/L
04/21/2318:41
1
0.500
ug/L
04/21/2318:41
1
0.250
ug/L
04/21/2318:41
1
0.980
ug/L
04/21/2318:41
1
0.500
ug/L
04/21/2318:41
1
0.190
ug/L
04/21/2318:41
1
0.150
ug/L
04/21/2318:41
1
0.760
ug/L
04/21/2318:41
1
1.00
ug/L
04/21/2318:41
1
0.320
ug/L
04/21/2318:41
1
0.200
ug/L
04/21/2318:41
1
0.500
ug/L
04/21/2318:41
1
0.240
ug/L
04/21/2318:41
1
0.220
ug/L
04/21/2318:41
1
0.500
ug/L
04/21/2318:41
1
0.900
ug/L
04/21/2318:41
1
0.630
ug/L
04/21/2318:41
1
3.00
ug/L
04/21/2318:41
1
3.00
ug/L
04/21/2318:41
1
0.600
ug/L
04/21/2318:41
1
1.00
ug/L
04/21/2318:41
1
0.900
ug/L
04/21/2318:41
1
1.50
ug/L
04/21/2318:41
1
0.410
ug/L
04/21/2318:41
1
0.500
ug/L
04/21/2318:41
1
0.200
ug/L
04/21/2318:41
1
1.00
ug/L
04/21/2318:41
1
0.150
ug/L
04/21/2318:41
1
0.520
ug/L
04/21/2318:41
1
0.930
ug/L
04/21/2318:41
1
0.500
ug/L
04/21/2318:41
1
0
Eurofins Raleigh
Page 69 of 150 5/3/2023

Client Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-Duplicate
Lab Sample ID: 752-5580-23
Date Collected: 04/10/23 07:00
Matrix: Ground Water
Date Received: 04/11/23 18:00
Method: SW846 8260D - Volatile Organic Compounds by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/21/23 18:41
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/21/2318:41
1
Surrogate
%Recovery
Qualifier
Limits
Prepared Analyzed
Dil Fac
4-Bromofluorobenzene
91
72 - 119
04121123 18:41
1
Dibromofluoromethane
106
75 - 126
04121123 18:41
1
Toluene-d8 (Surr)
93
64 - 132
04121123 18:41
1
1,2-Dichloroethane-d4 (Surr)
97
67- 134
04/21/23 18:41
1
Method: MCAWW 300.0-1993 R2.1 - Anions, Ion Chromatography
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Sulfate
41.3
1.00
0.400
mg/L
04/22/23 03:19
1
Chloride
35.8
0.500
0.200
mg/L
04/22/23 03:19
1
Method: SW846 7470A - Mercury (CVAA)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Mercury
<0.0800
U
0.200
0.0800
ug/L
04/18/23 06:47 04/18/23 13:54
1
General Chemistry
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
Alkalinity as CaCO3 to pH 4.5 (SM
305
5.00
2.20
mg/L
04/14/23 18:09
1
2320113-2011)
Sulfide (SM 4500 S2 F-2011)
<0.833
U
0.833
0.833
mg/L
04/17/23 13:18
1
Total Dissolved Solids (SM 2540C)
466
50.0
50.0
mg/L
04/17/23 13:16
1
Eurofins Raleigh
Page 70 of 150 5/3/2023

Surrogate Summary
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 8260D - Volatile Organic Compounds by GC/MS
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
DBFM
TOL
DCA
Lab Sample ID Client Sample ID
(72-119)
(75-126)
(64-132)
(67-134)
752-5580-1 6301-MW5
93
104
94
98
752-5580-2 6301-M W 11 SR
93
104
93
96
752-5580-3 6301-MW4
91
107
94
98
752-5580-4 6301-M W 11 DR
92
107
91
97
752-5580-5 6301-MW13SR
90
105
94
96
752-5580-6 6301-MW13DR
94
105
92
99
752-5580-7 6301-MW17S
90
108
93
99
752-5580-8 6301-MW17D
94
105
95
98
752-5580-9 6301-MW14
90
106
93
97
752-5580-10 6301-MW18
91
109
92
98
752-5580-11 6301-MW19
90
108
91
99
752-5580-12 6301-MW6
90
107
92
99
752-5580-13 6301-MW7
91
107
91
97
752-5580-13 MS 6301-MW7
90
97
95
89
752-5580-13 MSD 6301-MW7
91
99
95
89
752-5580-14 6301-MW8
91
107
92
99
752-5580-15 6301-MW9
90
107
90
98
752-5580-16 6301-MW15R
90
107
92
98
752-5580-23 6301-Duplicate
91
106
93
97
Surrogate Legend
BFB = 4-Bromofluorobenzene
DBFM = Dibromofluoromethane
TOL = Toluene-d8 (Surr)
DCA= 1,2-Dichloroethane-d4 (Surr)
Method: 8260D - Volatile Organic Compounds by GC/MS
Matrix: Surface Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
DBFM
TOL
DCA
Lab Sample ID Client Sample ID
(72-119)
(75-126)
(64-132)
(67-134)
752-5580-17 6301-SW1
88
108
91
101
752-5580-18 6301-SW2
89
109
92
98
752-5580-19 6301-SW3
89
108
93
100
752-5580-20 6301-SW4
90
108
95
98
Surrogate Legend
BFB = 4-Bromofluorobenzene
DBFM = Dibromofluoromethane
TOL = Toluene-d8 (Surr)
DCA = 1,2-Dichloroethane-d4 (Surr)
Method: 8260D - Volatile Organic Compounds by GC/MS
Matrix: Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
DBFM
TOL
DCA
Lab Sample ID Client Sample ID
(72-119)
(75-126)
(64-132)
(67-134)
752-5580-21 6301-Field Blank
93
104
93
97
752-5580-22 6301-Trip Blank
89
107
92
97
Eurofins Raleigh
Page 71 of 150 5/3/2023

Surrogate Summary
Client: S&ME, Inc. Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Matrix: Water Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
DBFM TOL DCA
Lab Sample ID Client Sample ID
(72-119)
(75-126) (64-132) (67-134)
LCS 400-621586/1002 Lab Control Sample
92
96 97 87
LCS 400-621730/1002 Lab Control Sample
91
98 96 90
MB 400-621586/4 Method Blank
92
106 94 96
MB 400-621730/4 Method Blank
91
107 93 99
Surrogate Legend
BFB = 4-Bromofluorobenzene
DBFM = Dibromofluoromethane
TOL = Toluene-d8 (Surr)
DCA= 1,2-Dichloroethane-d4 (Surr)
Method: 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
Lab Sample ID Client Sample ID
(70-130)
752-5580-1 6301-M W 5
93
E:
752-5580-2 6301-M W 11 SR
88
752-5580-3 6301-MW4
91
752-5580-4 6301-M W 11 DR
92
752-5580-5 6301-M W 13SR
85
752-5580-6 6301-M W 13D R
78
752-5580-7 6301-MW17S
90
752-5580-8 6301-M W 17D
84
752-5580-9 6301-MW14
89
752-5580-10 6301-M W 18
80
752-5580-11 6301-M W 19
87
752-5580-12 6301-M W6
91
752-5580-13 6301-M W7
89
752-5580-14 6301-M W8
87
752-5580-15 6301-M W9
88
752-5580-16 6301-M W 15R
88
752-5580-23 6301-Duplicate
97
Surrogate Legend
BFB = 4-Bromofluorobenzene (Surr)
Method: 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Matrix: Surface Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
Lab Sample ID
Client Sample ID
(70-130)
752-5580-17
6301-SW 1
84
752-5580-18
6301-SW2
89
752-5580-19
6301-SW3
88
752-5580-20
6301-SW4
88
752-5580-20 MS
6301-SW4
94
752-5580-20 MSD
6301-SW4
91
Surrogate Legend
Eurofins Raleigh
Page 72 of 150 5/3/2023

Surrogate Summary
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
BFB = 4-Bromofluorobenzene (Surr)
Method: 8260D SIM 14D - Volatile Organic
Compounds (GC/MS)
Matrix: Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
BFB
Lab Sample ID Client Sample ID
(70-130)
752-5580-21 6301-Field Blank
104
LCS 680-773911/3 Lab Control Sample
100
LCS 680-774163/3 Lab Control Sample
97
LCSD 680-773911/4 Lab Control Sample Dup
97
LCSD 680-774163/4 Lab Control Sample Dup
96
MB 680-773911/6 Method Blank
82
MB 680-774163/6 Method Blank
81
Surrogate Legend
BFB = 4-Bromofluorobenzene (Surr)
Method: 8270E - 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
(39-124) (32-113) (26-109) (32-118) (27-110) (10-126)
752-5580-10 6301-MW18
88 76 51 69 55 49
752-5580-11 6301-MW19
86 70 45 58 52 43
Surrogate Legend
TBP = 2,4,6-Tribromophenol (Surr)
FBP = 2-Fluorobiphenyl
2FP = 2-Fluorophenol (Surr)
NBZ = Nitrobenzene-d5 (Surr)
PHL = Phenol-d5 (Surr)
TPHL = Terphenyl-d14 (Surr)
Method: 8270E - Semivolatile Organic Compounds (GC/MS)
Matrix: Water Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
Lab Sample ID
Client Sample ID
TBP
(39-124)
FBP
(32-113)
2FP
(26-109)
NBZ
(32-118)
PHL
(27-110)
TPHL
(10-126)
LCS 680-773551/21-A
Lab Control Sample
86
67
49
60
49
84
LCS 680-773551/23-A
Lab Control Sample
90
72
47
71
49
78
LCSD 680-773551/22-A
Lab Control Sample Dup
83
64
47
64
45
86
LCSD 680-773551/24-A
Lab Control Sample Dup
87
73
49
71
49
78
MB 680-773551/20-A
Method Blank
62
61
36
54
34
77
Surrogate Legend
TBP = 2,4,6-Tribromophenol (Surr)
FBP = 2-Fluorobiphenyl
2FP = 2-Fluorophenol (Surr)
NBZ = Nitrobenzene-d5 (Surr)
PHL = Phenol-d5 (Surr)
TPHL = Terphenyl-d14 (Surr)
Eurofins Raleigh
Page 73 of 150 5/3/2023

Surrogate Summary
Client: S&ME, Inc. Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: RSK-175 - Dissolved Gases (GC)
Matrix: Ground Water Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
Propenel
Lab Sample ID
Client Sample ID
(43-133)
752-5580-1
6301-M W5
48
752-5580-2
6301-M W 11 SR
34 S 1-
752-5580-2 - DL
6301-MW11SR
71
752-5580-3
6301-MW4
50
752-5580-12
6301-MW6
35 S1-
752-5580-12 - DL
6301-MW6
72
752-5580-13
6301-MW7
37 S1-
752-5580-13 - DL
6301-MW7
75
752-5580-14
6301-MW8
37 S1-
752-5580-14 - DL
6301-MW8
69
752-5580-15
6301-MW9
29 S1-
752-5580-15 - DL
6301-MW9
69
752-5580-16
6301-M W 15R
43
752-5580-16 - DL
6301-MW15R
57
Surrogate Legend
Propene = Propene
Method: RSK-175 -
Dissolved Gases (GC)
Matrix: Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
Propenel
Lab Sample ID
Client Sample ID
(43-133)
LCS 410-367162/2-A
Lab Control Sample
99
LCS 410-367840/2-A
Lab Control Sample
106
LCSD 410-367162/3-A
Lab Control Sample Dup
99
LCSD 410-367840/3-A
Lab Control Sample Dup
106
MB 410-367162/1-A
Method Blank
99
MB 410-367840/1-A
Method Blank
111
Surrogate Legend
Propene = Propene
Method: 8081 13/8082A
- Organochlorine Pesticides and Polychlorinated Biphenyls by Gas
Chromatography
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
DCBP1
TCX2
Lab Sample ID
Client Sample ID
(30-130)
(30-130)
752-5580-10
6301-MW18
90
55
Surrogate Legend
DCBP = DCB Decachlorobiphenyl
TCX = Tetrachloro-m-xylene
Eurofins Raleigh
Page 74 of 150 5/3/2023

Surrogate Summary
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 8081 B/8082A - Organochlorine Pesticides
and Polychlorinated Biphenyls by Gas
Chromatography
Matrix: Ground Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
DCBP2
TCX2
Lab Sample ID Client Sample ID
(30-130)
(30-130)
752-5580-11 6301-MW19
59
66
Surrogate Legend
DCBP = DCB Decachlorobiphenyl
TCX = Tetrachloro-m-xylene
Method: 8081 B/8082A - Organochlorine Pesticides
and Polychlorinated Biphenyls by Gas
Chromatography
Matrix: Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
DCBP2
TCX2
Lab Sample ID Client Sample ID
(30-130)
(30-130)
LCS 680-773185/22-A Lab Control Sample
70
61
LCS 680-773185/2-A Lab Control Sample
90
75
LCSD 680-773185/23-A Lab Control Sample Dup
75 p
63 p
MB 680-773185/1-A Method Blank
68
63
Surrogate Legend
DCBP = DCB Decachlorobiphenyl
TCX = Tetrachloro-m-xylene
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)
752-5580-10 6301-M W 18
94
752-5580-11 6301-M W 19
88
Surrogate Legend
DCPAA = DCAA
Method: 8151A - Herbicides (GC)
Matrix: Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
DCPAA2
Lab Sample ID Client Sample ID
(26-137)
LCS 680-773322/2-A Lab Control Sample
95
Surrogate Legend
DCPAA = DCAA
Method: 8151A - Herbicides (GC)
Matrix: Water
Prep Type: Total/NA
Percent Surrogate Recovery (Acceptance Limits)
DCPAA1
Lab Sample ID Client Sample ID
(26-137)
MB 680-773322/1-A Method Blank
69 p
Eurofins Raleigh
Page 75 of 150 5/3/2023

Surrogate Summary
Client: S&ME, Inc. Job ID: 752-5580-1
Project/Site: Moore County Landfill
Surrogate Legend
DCPAA = DCAA
Eurofins Raleigh
Page 76 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 8260D - Volatile Organic Compounds by GUMS
Lab Sample ID: MB 400-621586/4
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 621586
MB
MB
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,1,2-Tetrachloroethane
<0.160
U
1.00
0.160
ug/L
04/20/23 11:02
1
1,1,1-Trichloroethane
<0.180
U
1.00
0.180
ug/L
04/20/23 11:02
1
1,1,2,2-Tetrachloroethane
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
1,1,2-Trichloroethane
<0.210
U
5.00
0.210
ug/L
04/20/23 11:02
1
1,1-Dichloroethane
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
1,1-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
1,1-Dichloropropene
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
1,2,4-Trichlorobenzene
<0.820
U
1.00
0.820
ug/L
04/20/23 11:02
1
1,2-Dibromo-3-Chloropropane
<1.50
U
5.00
1.50
ug/L
04/20/23 11:02
1
1,2-Dibromoethane
<0.230
U
1.00
0.230
ug/L
04/20/23 11:02
1
1,2-Dichlorobenzene
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
1,2-Dichloroethane
<0.190
U
1.00
0.190
ug/L
04/20/23 11:02
1
1,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
1,3-Dichlorobenzene
<0.540
U
1.00
0.540
ug/L
04/20/23 11:02
1
1,3-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
1,4-Dichlorobenzene
<0.640
U
1.00
0.640
ug/L
04/20/23 11:02
1
2,2-Dichloropropane
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
2-Butanone (MEK)
<2.60
U
25.0
2.60
ug/L
04/20/23 11:02
1
2-Hexanone
<1.40
U
25.0
1.40
ug/L
04/20/23 11:02
1
3-Chloropropene
<1.00
U
5.00
1.00
ug/L
04/20/23 11:02
1
4-Methyl-2-pentanone (MIBK)
<1.80
U
25.0
1.80
ug/L
04/20/23 11:02
1
Acetone
<10.0
U
25.0
10.0
ug/L
04/20/23 11:02
1
Acetonitrile
<12.0
U
25.0
12.0
ug/L
04/20/23 11:02
1
Acrylonitrile
<2.80
U
10.0
2.80
ug/L
04/20/23 11:02
1
Acrolein
<3.30
U
20.0
3.30
ug/L
04/20/23 11:02
1
Benzene
<0.130
U
1.00
0.130
ug/L
04/20/23 11:02
1
Bromochloromethane
<0.210
U
1.00
0.210
ug/L
04/20/23 11:02
1
Bromodichloromethane
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
Bromoform
<0.250
U
5.00
0.250
ug/L
04/20/23 11:02
1
Bromomethane
<0.980
U
1.00
0.980
ug/L
04/20/23 11:02
1
Carbon disulfide
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
Carbon tetrachloride
<0.190
U
1.00
0.190
ug/L
04/20/23 11:02
1
Chlorobenzene
<0.150
U
1.00
0.150
ug/L
04/20/23 11:02
1
Chloroethane
<0.760
U
1.00
0.760
ug/L
04/20/23 11:02
1
Chloroform
<1.00
U
1.00
1.00
ug/L
04/20/23 11:02
1
Chloromethane
<0.320
U
1.00
0.320
ug/L
04/20/23 11:02
1
Chloroprene
<0.170
U
1.00
0.170
ug/L
04/20/23 11:02
1
cis-1,2-Dichloroethene
<0.200
U
1.00
0.200
ug/L
04/20/23 11:02
1
cis-1,3-Dichloropropene
<0.500
U
5.00
0.500
ug/L
04/20/23 11:02
1
Dibromochloromethane
<0.240
U
1.00
0.240
ug/L
04/20/23 11:02
1
Dibromomethane
<0.220
U
5.00
0.220
ug/L
04/20/23 11:02
1
Dichlorodifluoromethane
<0.850
U
1.00
0.850
ug/L
04/20/23 11:02
1
Ethyl methacrylate
<0.600
U
1.00
0.600
ug/L
04/20/23 11:02
1
Ethylbenzene
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
Hexachlorobutadiene
<0.900
U
5.00
0.900
ug/L
04/20/23 11:02
1
lodomethane
<0.900
U
1.00
0.900
ug/L
04/20/23 11:02
1
Isobutyl alcohol
<10.0
U
25.0
10.0
ug/L
04/20/23 11:02
1
m-Xylene & p-Xylene
<0.630
U
5.00
0.630
ug/L
04/20/23 11:02
1
0
Eurofins Raleigh
Page 77 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: MB 400-621586/4
Client Sample
ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 621586
MB
MB
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
Methacrylonitrile
<1.90
U
10.0
1.90
ug/L
04/20/23 11:02
1
Methyl methacrylate
<0.590
U
10.0
0.590
ug/L
04/20/23 11:02
1
Methylene Chloride
<3.00
U
5.00
3.00
ug/L
04/20/23 11:02
1
Naphthalene
<3.00
U
5.00
3.00
ug/L
04/20/23 11:02
1
o-Xylene
<0.600
U
5.00
0.600
ug/L
04/20/23 11:02
1
Styrene
<1.00
U
1.00
1.00
ug/L
04/20/23 11:02
1
Tetrachloroethene
<0.900
U
1.00
0.900
ug/L
04/20/23 11:02
1
Tetrahydrofuran
<1.50
U
5.00
1.50
ug/L
04/20/23 11:02
1
Toluene
<0.410
U
1.00
0.410
ug/L
04/20/23 11:02
1
trans- 1,2-Dichloroethene
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/20/23 11:02
1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/20/23 11:02
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/20/23 11:02
1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/20/23 11:02
1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/20/23 11:02
1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/20/23 11:02
1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/20/23 11:02
1
Propionitrile
<7.00
U
25.0
7.00
ug/L
04/20/23 11:02
1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/20/23 11:02
1
MB
MB
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed
Dil Fac
4-Bromofluorobenzene
92
72 -
119
04120123 11:02
1
Dibromofluoromethane
106
75 -
126
04120123 11:02
1
Toluene-d8 (Surr)
94
64 -
132
04120123 11:02
1
1,2-Dichloroethane-d4 (Surr)
96
67- 134
04120123 11:02
1
Lab Sample ID: LCS 400-621586/1002
Client
Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 621586
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
1,1,1,2-Tetrachloroethane
50.0
47.48
ug/L
95
67-131
1,1,1-Trichloroethane
50.0
43.84
ug/L
88
68-130
1,1,2,2-Tetrachloroethane
50.0
45.58
ug/L
91
70-131
1,1,2-Trichloroethane
50.0
47.64
ug/L
95
70-130
1,1-Dichloroethane
50.0
46.54
ug/L
93
70-130
1,1-Dichloroethene
50.0
46.88
ug/L
94
63-134
1,1-Dichloropropene
50.0
46.69
ug/L
93
70-130
1,2,4-Trichlorobenzene
50.0
49.46
ug/L
99
60 -140
1,2-Dibromo-3-Chloropropane
50.0
42.81
ug/L
86
54 -135
1,2-Dibromoethane
50.0
46.69
ug/L
93
70-130
1,2-Dichlorobenzene
50.0
49.38
ug/L
99
67 -130
1,2-Dichloroethane
50.0
42.06
ug/L
84
69 -130
1,2-Dichloropropane
50.0
48.80
ug/L
98
70 -130
1,3-Dichlorobenzene
50.0
49.61
ug/L
99
70 -130
1,3-Dichloropropane
50.0
46.98
ug/L
94
70 -130
1,4-Dichlorobenzene
50.0
49.92
ug/L
100
70 -130
2,2-Dichloropropane
50.0
41.35
ug/L
83
52 -135
Eurofins Raleigh
Page 78 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Lab Sample ID: LCS 400-621586/1002
Matrix: Water
Analysis Batch: 621586
Job ID: 752-5580-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
2-Butanone (MEK)
200
181.2
ug/L
91
61 -145
2-Hexanone
200
166.3
ug/L
83
65-137
3-Chloropropene
50.0
48.43
ug/L
97
65 -130
4-Methyl-2-pentanone (MIBK)
200
166.0
ug/L
83
69-138
Acetone
200
177.7
ug/L
89
43 -160
Acetonitrile
500
390.2
ug/L
78
52 -149
Acrylonitrile
500
473.0
ug/L
95
64 -142
Acrolein
500
414.3
ug/L
83
38 -160
Benzene
50.0
48.57
ug/L
97
70-130
Bromochloromethane
50.0
50.37
ug/L
101
70 -130
Bromodichloromethane
50.0
45.97
ug/L
92
67 -133
Bromoform
50.0
44.15
ug/L
88
57 -140
Bromomethane
50.0
37.27
ug/L
75
10 -160
Carbon disulfide
50.0
46.15
ug/L
92
61 -137
Carbon tetrachloride
50.0
45.43
ug/L
91
61 -137
Chlorobenzene
50.0
48.82
ug/L
98
70 -130
Chloroethane
50.0
46.92
ug/L
94
55 -141
Chloroform
50.0
45.24
ug/L
90
69 -130
Chloromethane
50.0
33.58
ug/L
67
58 -137
Chloroprene
50.0
43.29
ug/L
87
70 -130
cis-1,2-Dichloroethene
50.0
45.40
ug/L
91
68 -130
cis-1,3-Dichloropropene
50.0
46.28
ug/L
93
69 -132
Dibromochloromethane
50.0
46.65
ug/L
93
67 -135
Dibromomethane
50.0
46.57
ug/L
93
70 -130
Dichlorodifluoromethane
50.0
33.10
ug/L
66
41 -146
Ethyl methacrylate
50.0
44.94
ug/L
90
68 -130
Ethylbenzene
50.0
48.30
ug/L
97
70 -130
Hexachlorobutadiene
50.0
53.88
ug/L
108
53 -140
lodomethane
50.0
46.56
ug/L
93
27 -159
Isobutyl alcohol
1250
1046
ug/L
84
52 -148
m-Xylene & p-Xylene
50.0
47.35
ug/L
95
70 -130
Methacrylonitrile
500
460.2
ug/L
92
68 -132
Methyl methacrylate
100
90.04
ug/L
90
69 -132
Methylene Chloride
50.0
48.57
ug/L
97
66 -135
Naphthalene
50.0
44.81
ug/L
90
47 -149
o-Xylene
50.0
47.22
ug/L
94
70 -130
Styrene
50.0
49.15
ug/L
98
70 -130
Tetrachloroethene
50.0
48.14
ug/L
96
65 -130
Tetrahydrofuran
100
87.41
ug/L
87
59 -145
Toluene
50.0
46.26
ug/L
93
70 -130
trans- 1,2-Dichloroethene
50.0
48.03
ug/L
96
70-130
trans- 1,3-Dichloropropene
50.0
43.99
ug/L
88
63-130
trans- 1,4-Dichloro-2-butene
50.0
41.28
ug/L
83
57-140
Trichloroethene
50.0
48.37
ug/L
97
70 -130
Trichlorofluoromethane
50.0
47.45
ug/L
95
65 -138
Vinyl acetate
100
91.50
ug/L
91
26 -160
Vinyl chloride
50.0
44.98
ug/L
90
59 -136
Xylenes, Total
100
94.57
ug/L
95
70 -130
1,2,3-Trichloropropane
50.0
43.93
ug/L
88
70-130
0
Eurofins Raleigh
Page 79 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Surrogate
4-Bromofluorobenzene
Dibromofluoromethane
Toluene-d8 (Surr)
1,2-Dichloroethane-d4 (Surr)
LCS LCS
%Recovery Qualifier
Limits
92
72 - 119
96
75 - 126
97
64 - 132
87
67-134
Lab Sample ID: MB 400-621730/4
Matrix: Water
Analysis Batch: 621730
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
1,2-Dibromo-3-Chloropropane
1,2-Dibromoethane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
1,4-Dichlorobenzene
2-Butanone (MEK)
2-Hexanone
4-Methyl-2-pentanone (MIBK)
Acetone
Acrylonitrile
Benzene
Bromochloromethane
Bromodichloromethane
Bromoform
Bromomethane
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
cis-1,2-Dichloroethene
cis-1,3-Dichloropropene
Dibromochloromethane
Dibromomethane
Ethylbenzene
lodomethane
m-Xylene & p-Xylene
Methylene Chloride
o-Xylene
Styrene
Tetrachloroethene
Toluene
trans- 1,2-Dichloroethene
MB MB
Result Qualifier
<0.160 U
<0.180 U
<0.500 U
<0.210 U
<0.500 U
<0.500 U
<1.50 U
<0.230 U
<0.500 U
<0.190 U
<0.500 U
<0.640 U
<2.60 U
<1.40 U
<1.80 U
<10.0 U
<2.80 U
<0.130 U
<0.210 U
<0.500 U
<0.250 U
<0.980 U
<0.500 U
<0.190 U
<0.150 U
<0.760 U
<1.00 U
<0.320 U
<0.200 U
<0.500 U
<0.240 U
<0.220 U
<0.500 U
<0.900 U
<0.630 U
<3.00 U
<0.600 U
<1.00 U
<0.900 U
<0.410 U
<0.500 U
Job ID: 752-5580-1
Client Sample ID: Method Blank
Prep Type: Total/NA
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1.00
0.160
ug/L
04/21/23 09:23
1
1.00
0.180
ug/L
04/21/23 09:23
1
1.00
0.500
ug/L
04/21/23 09:23
1
5.00
0.210
ug/L
04/21/23 09:23
1
1.00
0.500
ug/L
04/21/23 09:23
1
1.00
0.500
ug/L
04/21/23 09:23
1
5.00
1.50
ug/L
04/21/23 09:23
1
1.00
0.230
ug/L
04/21/23 09:23
1
1.00
0.500
ug/L
04/21/23 09:23
1
1.00
0.190
ug/L
04/21/23 09:23
1
1.00
0.500
ug/L
04/21/23 09:23
1
1.00
0.640
ug/L
04/21/23 09:23
1
25.0
2.60
ug/L
04/21/23 09:23
1
25.0
1.40
ug/L
04/21/23 09:23
1
25.0
1.80
ug/L
04/21/23 09:23
1
25.0
10.0
ug/L
04/21/23 09:23
1
10.0
2.80
ug/L
04/21/23 09:23
1
1.00
0.130
ug/L
04/21/23 09:23
1
1.00
0.210
ug/L
04/21/23 09:23
1
1.00
0.500
ug/L
04/21/23 09:23
1
5.00
0.250
ug/L
04/21/23 09:23
1
1.00
0.980
ug/L
04/21/23 09:23
1
1.00
0.500
ug/L
04/21/23 09:23
1
1.00
0.190
ug/L
04/21/23 09:23
1
1.00
0.150
ug/L
04/21/23 09:23
1
1.00
0.760
ug/L
04/21/23 09:23
1
1.00
1.00
ug/L
04/21/23 09:23
1
1.00
0.320
ug/L
04/21/23 09:23
1
1.00
0.200
ug/L
04/21/23 09:23
1
5.00
0.500
ug/L
04/21/23 09:23
1
1.00
0.240
ug/L
04/21/23 09:23
1
5.00
0.220
ug/L
04/21/23 09:23
1
1.00
0.500
ug/L
04/21/23 09:23
1
1.00
0.900
ug/L
04/21/23 09:23
1
5.00
0.630
ug/L
04/21/23 09:23
1
5.00
3.00
ug/L
04/21/23 09:23
1
5.00
0.600
ug/L
04/21/23 09:23
1
1.00
1.00
ug/L
04/21/23 09:23
1
1.00
0.900
ug/L
04/21/23 09:23
1
1.00
0.410
ug/L
04/21/23 09:23
1
1.00
0.500
ug/L
04/21/23 09:23
1
Eurofins Raleigh
Page 80 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: MB 400-621730/4
Client Sample
ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 621730
MB
MB
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed Dil Fac
trans- 1,3-Dichloropropene
<0.200
U
5.00
0.200
ug/L
04/21/23 09:23 1
trans- 1,4-Dichloro-2-butene
<1.00
U
5.00
1.00
ug/L
04/21/23 09:23 1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
04/21/23 09:23 1
Trichlorofluoromethane
<0.520
U
1.00
0.520
ug/L
04/21/23 09:23 1
Vinyl acetate
<0.930
U
25.0
0.930
ug/L
04/21/23 09:23 1
Vinyl chloride
<0.500
U
1.00
0.500
ug/L
04/21/23 09:23 1
Xylenes, Total
<1.60
U
10.0
1.60
ug/L
04/21/23 09:23 1
1,2,3-Trichloropropane
<0.840
U
5.00
0.840
ug/L
04/21/23 09:23 1
MB
MB
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed Dil Fac
4-Bromofluorobenzene
91
72 - 119
04121123 09:23 1
Dibromofluoromethane
107
75 - 126
04121123 09:23 1
Toluene-d8 (Surr)
93
64 - 132
04121123 09:23 1
1,2-Dichloroethane-d4 (Surr)
99
67- 134
04121123 09:23 1
Lab Sample ID: LCS 400-621730/1002
Client
Sample ID: Lab Control Sample C
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 621730
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
1,1,1,2-Tetrachloroethane
50.0
45.65
ug/L
91
67-131
1,1,1-Trichloroethane
50.0
44.21
ug/L
88
68-130
1,1,2,2-Tetrachloroethane
50.0
43.76
ug/L
88
70-131
1,1,2-Trichloroethane
50.0
46.02
ug/L
92
70-130
1,1-Dichloroethane
50.0
46.51
ug/L
93
70-130
1,1-Dichloroethene
50.0
47.89
ug/L
96
63-134
1,2-Dibromo-3-Chloropropane
50.0
41.70
ug/L
83
54 -135
1,2-Dibromoethane
50.0
45.55
ug/L
91
70-130
1,2-Dichlorobenzene
50.0
47.51
ug/L
95
67 -130
1,2-Dichloroethane
50.0
41.97
ug/L
84
69 -130
1,2-Dichloropropane
50.0
47.80
ug/L
96
70 -130
1,4-Dichlorobenzene
50.0
47.28
ug/L
95
70 -130
2-Butanone (MEK)
200
184.8
ug/L
92
61 -145
2-Hexanone
200
169.8
ug/L
85
65-137
4-Methyl-2-pentanone (MIBK)
200
173.5
ug/L
87
69-138
Acetone
200
190.7
ug/L
95
43 -160
Acrylonitrile
500
488.1
ug/L
98
64 -142
Benzene
50.0
48.39
ug/L
97
70-130
Bromochloromethane
50.0
49.50
ug/L
99
70 -130
Bromodichloromethane
50.0
45.59
ug/L
91
67 -133
Bromoform
50.0
41.67
ug/L
83
57 -140
Bromomethane
50.0
38.51
ug/L
77
10 -160
Carbon disulfide
50.0
46.38
ug/L
93
61 -137
Carbon tetrachloride
50.0
45.24
ug/L
90
61 -137
Chlorobenzene
50.0
47.78
ug/L
96
70 -130
Chloroethane
50.0
49.29
ug/L
99
55 -141
Chloroform
50.0
45.37
ug/L
91
69 -130
Chloromethane
50.0
38.37
ug/L
77
58 -137
Eurofins Raleigh
Page 81 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: LCS 400-621730/1002
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 621730
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
cis-1,2-Dichloroethene
50.0
45.63
ug/L
91
68 -130
cis-1,3-Dichloropropene
50.0
45.83
ug/L
92
69 -132
Dibromochloromethane
50.0
45.46
ug/L
91
67 -135
Dibromomethane
50.0
46.48
ug/L
93
70 -130
Ethylbenzene
50.0
46.98
ug/L
94
70 -130
lodomethane
50.0
49.12
ug/L
98
27 -159
m-Xylene & p-Xylene
50.0
45.85
ug/L
92
70 -130
Methylene Chloride
50.0
49.13
ug/L
98
66 -135
o-Xylene
50.0
46.31
ug/L
93
70 -130
Styrene
50.0
47.98
ug/L
96
70 -130
Tetrachloroethene
50.0
47.63
ug/L
95
65 -130
Toluene
50.0
44.81
ug/L
90
70 -130
trans- 1,2-Dichloroethene
50.0
48.66
ug/L
97
70-130
trans- 1,3-Dichloropropene
50.0
43.26
ug/L
87
63-130
trans- 1,4-Dichloro-2-butene
50.0
36.18
ug/L
72
57-140
Trichloroethene
50.0
47.95
ug/L
96
70 -130
Trichlorofluoromethane
50.0
49.65
ug/L
99
65 -138
Vinyl acetate
100
96.82
ug/L
97
26 -160
Vinyl chloride
50.0
47.37
ug/L
95
59 -136
Xylenes, Total
100
92.15
ug/L
92
70 -130
1,2,3-Trichloropropane
50.0
41.35
ug/L
83
70-130
LCS LCS
Surrogate %Recovery Qualifier Limits
4-Bromofluorobenzene 91 72 - 119
Dibromofluoromethane 98 75 - 126
Toluene-d8 (Surr) 96 64 - 132
1,2-Dichloroethane-d4 (Surr) 90 67- 134
Lab Sample ID: 752-5580-13 MS
Matrix: Ground Water
Analysis Batch: 621730
Client Sample ID: 6301-MW7
Prep Type: Total/NA
Analyte
Sample
Result
Sample
Qualifier
Spike
Added
MS MS
Result Qualifier
Unit
D %Rec
%Rec
Limits
1,1,1,2-Tetrachloroethane
<0.160
U
50.0
39.67
ug/L
79
59-137
1,1,1-Trichloroethane
<0.180
U
50.0
38.01
ug/L
76
57-142
1,1,2,2-Tetrachloroethane
<0.500
U
50.0
38.79
ug/L
78
66-135
1,1,2-Trichloroethane
<0.210
U
50.0
41.33
ug/L
83
66-131
1,1-Dichloroethane
<0.500
U
50.0
41.30
ug/L
83
61-144
1,1-Dichloroethene
<0.500
U
50.0
40.21
ug/L
80
54-147
1,2-Dibromo-3-Chloropropane
<1.50
U
50.0
36.97
ug/L
74
45-135
1,2-Dibromoethane
<0.230
U
50.0
40.38
ug/L
81
64 -132
1,2-Dichlorobenzene
<0.500
U
50.0
39.59
ug/L
79
52 -137
1,2-Dichloroethane
<0.190
U
50.0
38.22
ug/L
76
60 -141
1,2-Dichloropropane
<0.500
U
50.0
43.56
ug/L
87
66 -137
1,4-Dichlorobenzene
<0.640
U
50.0
38.75
ug/L
77
53 -135
2-Butanone (MEK)
6.13
J
200
166.3
ug/L
80
55 -150
2-Hexanone
<1.40
U
200
142.3
ug/L
71
65-140
4-Methyl-2-pentanone (MIBK)
<1.80
U
200
149.7
ug/L
75
63-146
Eurofins Raleigh
Page 82 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 8260D - Volatile
Organic Compounds
by GUMS (Continued)
Lab Sample ID: 752-5580-13 MS
Client Sample ID: 6301-MW7
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 621730
Sample
Sample
Spike
MS
MS
%Rec
Analyte
Result
Qualifier
Added
Result
Qualifier
Unit
D %Rec
Limits
Acetone
676
200
801.8
ug/L
63
43-150
Acrylonitrile
<2.80
U
500
439.1
ug/L
88
62 -149
Benzene
0.547
J
50.0
42.93
ug/L
85
56 -142
Bromochloromethane
<0.210
U
50.0
44.64
ug/L
89
64 -140
Bromodichloromethane
<0.500
U
50.0
39.73
ug/L
79
59 -143
Bromoform
<0.250
U
50.0
36.65
ug/L
73
50 -140
Bromomethane
<0.980
U
50.0
39.23
ug/L
78
10 -150
Carbon disulfide
<0.500
U
50.0
40.62
ug/L
81
48 -150
Carbon tetrachloride
<0.190
U
50.0
38.95
ug/L
78
55 -145
Chlorobenzene
0.296
J
50.0
40.02
ug/L
79
64 -130
Chloroethane
<0.760
U
50.0
45.49
ug/L
91
50 -150
Chloroform
<1.00
U
50.0
39.92
ug/L
80
60 -141
Chloromethane
<0.320
U
50.0
33.62
ug/L
67
49 -148
cis-1,2-Dichloroethene
0.212
J
50.0
40.54
ug/L
81
59 -143
cis-1,3-Dichloropropene
<0.500
U
50.0
39.95
ug/L
80
57 -140
Dibromochloromethane
<0.240
U
50.0
39.63
ug/L
79
56 -143
Dibromomethane
<0.220
U
50.0
41.66
ug/L
83
63 -138
Ethylbenzene
<0.500
U
50.0
38.18
ug/L
76
58 -131
lodomethane
<0.900
U
50.0
52.27
ug/L
105
20 -150
m-Xylene & p-Xylene
<0.630
U
50.0
36.75
ug/L
74
57 -130
Methylene Chloride
<3.00
U
50.0
43.57
ug/L
87
60 -146
o-Xylene
<0.600
U
50.0
37.75
ug/L
76
61 -130
Styrene
<1.00
U
50.0
39.40
ug/L
79
58 -131
Tetrachloroethene
<0.900
U
50.0
37.90
ug/L
76
52 -133
Toluene
<0.410
U
50.0
37.79
ug/L
76
65 -130
trans- 1,2-Dichloroethene
<0.500
U
50.0
41.74
ug/L
83
61-143
trans- 1,3-Dichloropropene
<0.200
U
50.0
37.15
ug/L
74
53-133
trans- 1,4-Dichloro-2-butene
<1.00
U
50.0
31.67
ug/L
63
43-147
Trichloroethene
<0.150
U
50.0
41.19
ug/L
82
64 -136
Trichlorofluoromethane
<0.520
U
50.0
44.96
ug/L
90
54 -150
Vinyl acetate
<0.930
U
100
90.25
ug/L
90
26 -150
Vinyl chloride
2.78
50.0
45.94
ug/L
86
46 -150
Xylenes, Total
<1.60
U
100
74.51
ug/L
75
59 -130
1,2,3-Trichloropropane
<0.840
U
50.0
37.66
ug/L
75
65-133
MS
MS
Surrogate
%Recovery
Qualifier
Limits
4-Bromofluorobenzene
90
72. 119
Dibromofluoromethane
97
75 - 126
Toluene-d8 (Surr)
95
64. 132
1,2-Dichloroethane-d4 (Surr)
89
67- 134
Lab Sample ID: 752-5580-13 MSD
Client Sample ID: 6301-MW7
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 621730
Sample
Sample
Spike
MSD
MSD
%Rec RPD
Analyte
Result
Qualifier
Added
Result
Qualifier
Unit
D %Rec
Limits RPD Limit
1,1,1,2-Tetrachloroethane
<0.160
U
50.0
43.94
ug/L
88
59-137 10 30
1,1,1-Trichloroethane
<0.180
U
50.0
43.38
ug/L
87
57-142 13 30
Eurofins Raleigh
Page 83 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID:
752-5580-1
Method: 8260D - Volatile Organic Compounds
by GUMS (Continued)
Lab Sample ID: 752-5580-13 MSD
Client Sample ID: 6301-MW7
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 621730
Sample
Sample
Spike
MSD MSD
%Rec
RPD
Analyte
Result
Qualifier
Added
Result Qualifier
Unit
D %Rec
Limits
RPD
Limit
1,1,2,2-Tetrachloroethane
<0.500
U
50.0
43.12
ug/L
86
66-135
11
30
1,1,2-Trichloroethane
<0.210
U
50.0
46.11
ug/L
92
66-131
11
30
1,1-Dichloroethane
<0.500
U
50.0
46.41
ug/L
93
61-144
12
30
1,1-Dichloroethene
<0.500
U
50.0
46.56
ug/L
93
54-147
15
30
1,2-Dibromo-3-Chloropropane
<1.50
U
50.0
40.90
ug/L
82
45-135
10
30
1,2-Dibromoethane
<0.230
U
50.0
44.89
ug/L
90
64 -132
11
30
1,2-Dichlorobenzene
<0.500
U
50.0
43.08
ug/L
86
52 -137
8
30
1,2-Dichloroethane
<0.190
U
50.0
42.71
ug/L
85
60 -141
11
30
1,2-Dichloropropane
<0.500
U
50.0
48.53
ug/L
97
66 -137
11
30
1,4-Dichlorobenzene
<0.640
U
50.0
42.61
ug/L
85
53 -135
10
30
2-Butanone (MEK)
6.13
J
200
189.6
ug/L
92
55 -150
13
30
2-Hexanone
<1.40
U
200
160.7
ug/L
80
65 -140
12
30
4-Methyl-2-pentanone (MIBK)
<1.80
U
200
170.6
ug/L
85
63-146
13
30
Acetone
676
200
837.0
ug/L
80
43-150
4
30
Acrylonitrile
<2.80
U
500
493.4
ug/L
99
62 -149
12
30
Benzene
0.547
J
50.0
48.01
ug/L
95
56 -142
11
30
Bromochloromethane
<0.210
U
50.0
50.47
ug/L
101
64 -140
12
30
Bromodichloromethane
<0.500
U
50.0
44.62
ug/L
89
59 -143
12
30
Bromoform
<0.250
U
50.0
40.86
ug/L
82
50 -140
11
30
Bromomethane
<0.980
U
50.0
51.39
ug/L
103
10 -150
27
50
Carbon disulfide
<0.500
U
50.0
46.21
ug/L
92
48 -150
13
30
Carbon tetrachloride
<0.190
U
50.0
44.61
ug/L
89
55 -145
14
30
Chlorobenzene
0.296
J
50.0
44.20
ug/L
88
64 -130
10
30
Chloroethane
<0.760
U
50.0
44.20
ug/L
88
50 -150
3
30
Chloroform
<1.00
U
50.0
44.95
ug/L
90
60 -141
12
30
Chloromethane
<0.320
U
50.0
38.46
ug/L
77
49 -148
13
31
cis-1,2-Dichloroethene
0.212
J
50.0
45.61
ug/L
91
59 -143
12
30
cis-1,3-Dichloropropene
<0.500
U
50.0
45.37
ug/L
91
57 -140
13
30
Dibromochloromethane
<0.240
U
50.0
44.56
ug/L
89
56 -143
12
30
Dibromomethane
<0.220
U
50.0
46.96
ug/L
94
63 -138
12
30
Ethylbenzene
<0.500
U
50.0
42.95
ug/L
86
58 -131
12
30
lodomethane
<0.900
U
50.0
62.19
ug/L
124
20 -150
17
44
m-Xylene & p-Xylene
<0.630
U
50.0
41.61
ug/L
83
57 -130
12
30
Methylene Chloride
<3.00
U
50.0
48.79
ug/L
98
60 -146
11
32
o-Xylene
<0.600
U
50.0
42.59
ug/L
85
61 -130
12
30
Styrene
<1.00
U
50.0
44.29
ug/L
89
58 -131
12
30
Tetrachloroethene
<0.900
U
50.0
43.13
ug/L
86
52 -133
13
30
Toluene
<0.410
U
50.0
42.76
ug/L
86
65 -130
12
30
trans- 1,2-Dichloroethene
<0.500
U
50.0
47.45
ug/L
95
61-143
13
30
trans- 1,3-Dichloropropene
<0.200
U
50.0
41.64
ug/L
83
53-133
11
30
trans- 1,4-Dichloro-2-butene
<1.00
U
50.0
38.76
ug/L
78
43-147
20
36
Trichloroethene
<0.150
U
50.0
45.86
ug/L
92
64 -136
11
30
Trichlorofluoromethane
<0.520
U
50.0
49.06
ug/L
98
54 -150
9
30
Vinyl acetate
<0.930
U
100
92.74
ug/L
93
26 -150
3
33
Vinyl chloride
2.78
50.0
51.72
ug/L
98
46 -150
12
30
Xylenes, Total
<1.60
U
100
84.21
ug/L
84
59 -130
12
30
1,2,3-Trichloropropane
<0.840
U
50.0
42.32
ug/L
85
65-133
12
30
Eurofins Raleigh
Page 84 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Method: 8260D - Volatile Organic Compounds by GC/MS (Continued)
Lab Sample ID: 752-5580-13 MSD
Matrix: Ground Water
Analysis Batch: 621730
MSD MSD
Surrogate %Recovery Qualifier
Limits
4-Bromofluorobenzene 91
72 -119
Dibromofluoromethane 99
75 - 126
Toluene-d8 (Surr) 95
64 - 132
1,2-Dichloroethane-d4 (Surr) 89
67- 134
Method: 8260D SIM 14D - Volatile Organic Compounds (GC/MS)
Lab Sample ID: MB 680-773911/6
Matrix: Water
Analysis Batch: 773911
MB MB
Analyte Result Qualifier RL MDL Unit
1,4-Dioxane <0.320 U 0.500 0.320 ug/L
MB MB
Surrogate %Recovery Qualifier Limits
4-Bromofluorobenzene (Surr) 82 70 - 130
Lab Sample ID: LCS 680-773911/3
Matrix: Water
Analysis Batch: 773911
F
Job ID: 752-5580-1
Client Sample ID: 6301-MW7
Prep Type: Total/NA
Client Sample ID: Method Blank
Prep Type: Total/NA
D Prepared Analyzed Dil Fac
04/18/23 11:52 1
Prepared Analyzed DU Fac
04118123 11:52 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
1,4-Dioxane 10.0 9.683 ug/L 97 70 - 130
LCS LCS
Surrogate %Recovery Qualifier Limits
4-Bromofluorobenzene (Surr) 100 70 -130
Lab Sample ID: LCSD 680-773911/4 Client Sample ID: Lab Control Sample Dup
Matrix: Water Prep Type: Total/NA
Analysis Batch: 773911
Spike LCSD LCSD %Rec RPD
Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit
1,4-Dioxane 10.0 9.712 ug/L 97 70-130 0 30
LCSD LCSD
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
97
70 -130
Lab Sample ID: MB 680-774163/6
Matrix: Water
Analysis Batch: 774163
MB
MB
Analyte
Result
Qualifier
RL MDL Unit
1,4-Dioxane
<0.320
U
0.500 0.320 ug/L
MB
MB
Surrogate
%Recovery
Qualifier
Limits
4-Bromofluorobenzene (Surr)
81
70 - 130
Client Sample ID: Method Blank
Prep Type: Total/NA
D Prepared Analyzed Dil Fac
04/19/23 12:12 1
Prepared Analyzed DU Fac
04/19/23 12:12 1
0
Eurofins Raleigh
Page 85 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Method: 8260D SIM 14D - Volatile Organic Compounds (GC/MS) (Continued)
Lab Sample ID: LCS 680-774163/3 Client Sample ID: Lab Control Sample
Matrix: Water Prep Type: Total/NA
Analysis Batch: 774163
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
1,4-Dioxane 10.0 9.775 ug/L 98 70 -130
LCS LCS
Surrogate %Recovery Qualifier
4-Bromofluorobenzene (Surr) 97
Lab Sample ID: LCSD 680-774163/4
Matrix: Water
Analysis Batch: 774163
Analyte
1,4-Dioxane
LCSD LCSD
Surrogate %Recovery Qualifier
4-Bromofluorobenzene (Surr) 96
Lab Sample ID: 752-5580-20 MS
Matrix: Surface Water
Analysis Batch: 774163
Sample Sample
Analyte Result Qualifier
1,4-Dioxane <3.20 U
MS MS
Surrogate %Recovery Qualifier
4-Bromofluorobenzene (Surr) 94
Lab Sample ID: 752-5580-20 MSD
Matrix: Surface Water
Analysis Batch: 774163
Sample Sample
Analyte Result Qualifier
1,4-Dioxane <3.20 U
Surrogate
4-Bromofluorobenzene (Surr)
MSD MSD
%Recovery Qualifier
91
Limits
70-130
Spike
Added
10.0
Limits
70-130
Spike
Added
100
Limits
70-130
Spike
Added
100
70-130
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
LCSD LCSD %Rec RPD
Result Qualifier Unit D %Rec Limits RPD Limit
9.738 ug/L 97 70 -130 0 30
Client Sample ID: 6301-SW4
Prep Type: Total/NA
MS MS %Rec
Result Qualifier Unit D %Rec Limits
93.62 ug/L 94 70 -130
Client Sample ID: 6301-SW4
Prep Type: Total/NA
MSD MSD %Rec RPD
Result Qualifier Unit D %Rec Limits RPD Limit
99.01 ug/L 99 70 -130 6 30
Method: 8270E - Semivolatile Organic Compounds (GC/MS)
Lab Sample ID: MB 680-773551/20-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774506
Prep Batch: 773551
MB
MB
Analyte Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed Dil Fac
1,2,4,5-Tetrachlorobenzene <0.760
U
10.0
0.760
ug/L
04/15/23 21:15
04/20/23 18:40 1
1,3,5-Trinitrobenzene <2.00
U
10.0
2.00
ug/L
04/15/23 21:15
04/20/23 18:40 1
1,3-Dinitrobenzene <0.600
U
10.0
0.600
ug/L
04/15/23 21:15
04/20/23 18:40 1
1,4-Naphthoquinone <0.620
U
10.0
0.620
ug/L
04/15/23 21:15
04/20/23 18:40 1
1-Naphthylamine <1.10
U
10.0
1.10
ug/L
04/15/23 21:15
04/20/23 18:40 1
2,2'-oxybis[l-chloropropane] <0.780
U
10.0
0.780
ug/L
04/15/23 21:15
04/20/23 18:40 1
Eurofins Raleigh
Page 86 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Method: 8270E - Semivolatile Organic Compounds (GC/MS) (Continued)
Lab Sample ID: MB 680-773551/20-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774506
Prep Batch: 773551
MB
MB
Analyte
Result
Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
2,3,4,6-Tetrachlorophenol
<0.720
U
10.0
0.720
ug/L
04/15/23 21:15
04/20/23 18:40
1
2,4,5-Trichlorophenol
<1.20
U
10.0
1.20
ug/L
04/15/23 21:15
04/20/23 18:40
1
2,4,6-Trichlorophenol
<0.850
U
10.0
0.850
ug/L
04/15/23 21:15
04/20/23 18:40
1
2,4-Dichlorophenol
<1.10
U
10.0
1.10
ug/L
04/15/23 21:15
04/20/23 18:40
1
2,4-Dimethylphenol
<4.00
U
10.0
4.00
ug/L
04/15/23 21:15
04/20/23 18:40
1
2,4-Dinitrophenol
<10.0
U
50.0
10.0
ug/L
04/15/23 21:15
04/20/23 18:40
1
2,4-Dinitrotoluene
<1.20
U
10.0
1.20
ug/L
04/15/23 21:15
04/20/23 18:40
1
2,6-Dichlorophenol
<0.730
U
10.0
0.730
ug/L
04/15/23 21:15
04/20/23 18:40
1
2,6-Dinitrotoluene
<1.10
U
10.0
1.10
ug/L
04/15/23 21:15
04/20/23 18:40
1
2-Acetylaminofluorene
<1.60
U
10.0
1.60
ug/L
04/15/23 21:15
04/20/23 18:40
1
2-Chloronaphthalene
<0.800
U
10.0
0.800
ug/L
04/15/23 21:15
04/20/23 18:40
1
2-Chlorophenol
<0.870
U
10.0
0.870
ug/L
04/15/23 21:15
04/20/23 18:40
1
2-Methylnaphthalene
<0.780
U
10.0
0.780
ug/L
04/15/23 21:15
04/20/23 18:40
1
2-Methylphenol
<0.890
U
10.0
0.890
ug/L
04/15/23 21:15
04/20/23 18:40
1
2-Naphthylamine
<1.50
U
10.0
1.50
ug/L
04/15/23 21:15
04/20/23 18:40
1
2-Nitroaniline
<1.30
U
50.0
1.30
ug/L
04/15/23 21:15
04/20/23 18:40
1
2-Nitrophenol
<0.760
U
10.0
0.760
ug/L
04/15/23 21:15
04/20/23 18:40
1
2-Toluidine
<1.40
U
10.0
1.40
ug/L
04/15/23 21:15
04/20/23 18:40
1
3 & 4 Methylphenol
<1.30
U
10.0
1.30
ug/L
04/15/23 21:15
04/20/23 18:40
1
3,3'-Dichlorobenzidine
<30.0
U
60.0
30.0
ug/L
04/15/23 21:15
04/20/23 18:40
1
3,3'-Dimethylbenzidine
<10.0
U
20.0
10.0
ug/L
04/15/23 21:15
04/20/23 18:40
1
3-Methylcholanthrene
<1.40
U
10.0
1.40
ug/L
04/15/23 21:15
04/20/23 18:40
1
3-Nitroaniline
<5.00
U
50.0
5.00
ug/L
04/15/23 21:15
04/20/23 18:40
1
4,6-Dinitro-2-methylphenol
<10.0
U
50.0
10.0
ug/L
04/15/23 21:15
04/20/23 18:40
1
4-Aminobiphenyl
<1.20
U
10.0
1.20
ug/L
04/15/23 21:15
04/20/23 18:40
1
4-Bromophenyl phenyl ether
<0.770
U
10.0
0.770
ug/L
04/15/23 21:15
04/20/23 18:40
1
4-Chloro-3-methylphenol
<1.00
U
10.0
1.00
ug/L
04/15/23 21:15
04/20/23 18:40
1
4-Chloroaniline
<2.20
U
20.0
2.20
ug/L
04/15/23 21:15
04/20/23 18:40
1
4-Chlorophenyl phenyl ether
<0.840
U
10.0
0.840
ug/L
04/15/23 21:15
04/20/23 18:40
1
4-Nitroaniline
<5.00
U
50.0
5.00
ug/L
04/15/23 21:15
04/20/23 18:40
1
7,12-Dimethylbenz(a)anthracene
<1.20
U
10.0
1.20
ug/L
04/15/23 21:15
04/20/23 18:40
1
Acenaphthene
<0.760
U
10.0
0.760
ug/L
04/15/23 21:15
04/20/23 18:40
1
Acenaphthylene
<0.850
U
10.0
0.850
ug/L
04/15/23 21:15
04/20/23 18:40
1
Acetophenone
<0.570
U
10.0
0.570
ug/L
04/15/23 21:15
04/20/23 18:40
1
alpha,alpha-Dimethyl phenethylamine
<35.0
U
2000
35.0
ug/L
04/15/23 21:15
04/20/23 18:40
1
Anthracene
<0.690
U
10.0
0.690
ug/L
04/15/23 21:15
04/20/23 18:40
1
Benzo[a]anthracene
<0.550
U
10.0
0.550
ug/L
04/15/23 21:15
04/20/23 18:40
1
Benzo[a]pyrene
<0.710
U
10.0
0.710
ug/L
04/15/23 21:15
04/20/23 18:40
1
Benzo[b]fluoranthene
<2.60
U
10.0
2.60
ug/L
04/15/23 21:15
04/20/23 18:40
1
Benzo[g,h,i]perylene
<0.870
U
10.0
0.870
ug/L
04/15/23 21:15
04/20/23 18:40
1
Benzo[k]fluoranthene
<1.20
U
10.0
1.20
ug/L
04/15/23 21:15
04/20/23 18:40
1
Benzyl alcohol
<1.10
U
10.0
1.10
ug/L
04/15/23 21:15
04/20/23 18:40
1
Bis(2-chloroethoxy)methane
<0.940
U
10.0
0.940
ug/L
04/15/23 21:15
04/20/23 18:40
1
Bis(2-chloroethyl)ether
<1.10
U
10.0
1.10
ug/L
04/15/23 21:15
04/20/23 18:40
1
Bis(2-ethylhexyl) phthalate
<1.60
U
10.0
1.60
ug/L
04/15/23 21:15
04/20/23 18:40
1
Butyl benzyl phthalate
<1.20
U
10.0
1.20
ug/L
04/15/23 21:15
04/20/23 18:40
1
Chrysene
<0.510
U
10.0
0.510
ug/L
04/15/23 21:15
04/20/23 18:40
1
Diallate
<0.780
U
10.0
0.780
ug/L
04/15/23 21:15
04/20/23 18:40
1
Dibenz(a,h)anthracene
<1.00
U
10.0
1.00
ug/L
04/15/23 21:15
04/20/23 18:40
1
Eurofins Raleigh
Page 87 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Method: 8270E - Semivolatile Organic Compounds (GC/MS) (Continued)
Lab Sample ID: MB 680-773551/20-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774506
Prep Batch: 773551
MB
MB
Analyte
Result
Qualifier
RL
MDL
Unit D
Prepared
Analyzed
Dil Fac
Dibenzofuran
<0.790
U
10.0
0.790
ug/L
04/15/23 21:15
04/20/23 18:40
1
Diethyl phthalate
<0.880
U
10.0
0.880
ug/L
04/15/23 21:15
04/20/23 18:40
1
Dimethoate
<0.750
U
10.0
0.750
ug/L
04/15/23 21:15
04/20/23 18:40
1
Dimethyl phthalate
<0.990
U
10.0
0.990
ug/L
04/15/23 21:15
04/20/23 18:40
1
Di-n-butyl phthalate
<0.830
U
10.0
0.830
ug/L
04/15/23 21:15
04/20/23 18:40
1
Di-n-octyl phthalate
<1.40
U
10.0
1.40
ug/L
04/15/23 21:15
04/20/23 18:40
1
Disulfoton
<0.790
U
10.0
0.790
ug/L
04/15/23 21:15
04/20/23 18:40
1
Ethyl methanesulfonate
<0.960
U
10.0
0.960
ug/L
04/15/23 21:15
04/20/23 18:40
1
Ethyl Parathion
<1.30
U
10.0
1.30
ug/L
04/15/23 21:15
04/20/23 18:40
1
Famphur
<1.10
U
10.0
1.10
ug/L
04/15/23 21:15
04/20/23 18:40
1
Fluoranthene
<0.740
U
10.0
0.740
ug/L
04/15/23 21:15
04/20/23 18:40
1
Fluorene
<0.960
U
10.0
0.960
ug/L
04/15/23 21:15
04/20/23 18:40
1
Hexachlorobenzene
<0.790
U
10.0
0.790
ug/L
04/15/23 21:15
04/20/23 18:40
1
Hexachlorobutadiene
<0.620
U
10.0
0.620
ug/L
04/15/23 21:15
04/20/23 18:40
1
Hexachlorocyclopentadiene
<2.50
U
10.0
2.50
ug/L
04/15/23 21:15
04/20/23 18:40
1
Hexachloroethane
<0.760
U
10.0
0.760
ug/L
04/15/23 21:15
04/20/23 18:40
1
Hexachloropropene
<1.40
U
10.0
1.40
ug/L
04/15/23 21:15
04/20/23 18:40
1
Indeno[1,2,3-cd]pyrene
<1.00
U
10.0
1.00
ug/L
04/15/23 21:15
04/20/23 18:40
1
Isophorone
<0.900
U
10.0
0.900
ug/L
04/15/23 21:15
04/20/23 18:40
1
Isosafrole
<0.500
U
10.0
0.500
ug/L
04/15/23 21:15
04/20/23 18:40
1
Methapyrilene
<2.70
U
2000
2.70
ug/L
04/15/23 21:15
04/20/23 18:40
1
Methyl methanesulfonate
<0.600
U
10.0
0.600
ug/L
04/15/23 21:15
04/20/23 18:40
1
Methyl parathion
<0.880
U
10.0
0.880
ug/L
04/15/23 21:15
04/20/23 18:40
1
Nitrobenzene
<0.730
U
10.0
0.730
ug/L
04/15/23 21:15
04/20/23 18:40
1
N-Nitro-o-toluidine
<1.50
U
10.0
1.50
ug/L
04/15/23 21:15
04/20/23 18:40
1
N-Nitrosodiethylamine
<0.930
U
10.0
0.930
ug/L
04/15/23 21:15
04/20/23 18:40
1
N-Nitrosodimethylamine
<2.80
U
10.0
2.80
ug/L
04/15/23 21:15
04/20/23 18:40
1
N-Nitrosodi-n-butylamine
<0.960
U
10.0
0.960
ug/L
04/15/23 21:15
04/20/23 18:40
1
N-Nitrosodi-n-propylamine
<0.720
U
10.0
0.720
ug/L
04/15/23 21:15
04/20/23 18:40
1
N-Nitrosodiphenylamine
<0.920
U
10.0
0.920
ug/L
04/15/23 21:15
04/20/23 18:40
1
N-Nitrosomethylethylamine
<3.30
U
10.0
3.30
ug/L
04/15/23 21:15
04/20/23 18:40
1
N-Nitrosopiperidine
<0.880
U
10.0
0.880
ug/L
04/15/23 21:15
04/20/23 18:40
1
N-Nitrosopyrrolidine
<1.00
U
10.0
1.00
ug/L
04/15/23 21:15
04/20/23 18:40
1
o,o',o"-Triethylphosphorothioate
<1.00
U
10.0
1.00
ug/L
04/15/23 21:15
04/20/23 18:40
1
p-Dimethylamino azobenzene
<0.790
U
10.0
0.790
ug/L
04/15/23 21:15
04/20/23 18:40
1
Pentachlorobenzene
<0.520
U
10.0
0.520
ug/L
04/15/23 21:15
04/20/23 18:40
1
Pentachloronitrobenzene
<0.780
U
10.0
0.780
ug/L
04/15/23 21:15
04/20/23 18:40
1
Phenacetin
<1.40
U
10.0
1.40
ug/L
04/15/23 21:15
04/20/23 18:40
1
Phenanthrene
<0.770
U
10.0
0.770
ug/L
04/15/23 21:15
04/20/23 18:40
1
Phenol
<0.830
U
10.0
0.830
ug/L
04/15/23 21:15
04/20/23 18:40
1
Phorate
<0.870
U
10.0
0.870
ug/L
04/15/23 21:15
04/20/23 18:40
1
p-Phenylene diamine
<10.0
U
2000
10.0
ug/L
04/15/23 21:15
04/20/23 18:40
1
Pronamide
<0.890
U
10.0
0.890
ug/L
04/15/23 21:15
04/20/23 18:40
1
Pyrene
<0.630
U
10.0
0.630
ug/L
04/15/23 21:15
04/20/23 18:40
1
Safrole, Total
<0.800
U
10.0
0.800
ug/L
04/15/23 21:15
04/20/23 18:40
1
Thionazin
<0.910
U
10.0
0.910
ug/L
04/15/23 21:15
04/20/23 18:40
1
Eurofins Raleigh
Page 88 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 8270E - Semivolatile Organic Compounds (GC/MS)
(Continued)
Lab Sample ID: MB 680-773551/20-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774506
Prep Batch: 773551
MB MB
Surrogate %Recovery Qualifier
Limits
Prepared
Analyzed Dil Fac
2,4, 6-Tribromophenol (Surr)
62
39 - 124
04115123 21:15
04120123 18:40 1
2-Fluorobiphenyl
61
32 - 113
04115123 21:15
04120123 18:40 1
2-Fluorophenol (Surr)
36
26 - 109
04115123 21:15
04120123 18:40 1
Nitrobenzene-d5 (Surr)
54
32 - 118
04/15/23 21:15
04120123 18:40 1
Phenol-d5 (Surr)
34
27- 110
04/15/23 21:15
04120123 18:40 1 ©.
Terphenyl-d14 (Surr)
77
10- 126
04/15/23 21:15
04120123 18:40 1
Lab Sample ID: LCS 680-773551/21-A
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774506
Prep Batch: 773551
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
2,2'-oxybis[1-chloropropane]
100
40.36
ug/L
40
26 -130
2,4,5-Trichlorophenol
100
100.8
ug/L
101
48 -130
2,4,6-Trichlorophenol
100
101.9
ug/L
102
47 -130
2,4-Dichlorophenol
100
91.99
ug/L
92
44 -130
2,4-Dimethylphenol
100
73.70
ug/L
74
37 -130
2,4-Dinitrophenol
200
232.5
ug/L
116
31 -130
2,4-Dinitrotoluene
100
109.3
ug/L
109
52 -130
2,6-Dinitrotoluene
100
93.95
ug/L
94
52 -130
2-Chloronaphthalene
100
78.54
ug/L
79
44 -130
2-Chlorophenol
100
71.31
ug/L
71
39 -130
2-Methylnaphthalene
100
92.09
ug/L
92
40 -130
2-Methylphenol
100
71.18
ug/L
71
40 -130
2-Nitroaniline
100
92.68
ug/L
93
51 -130
2-Nitrophenol
100
79.65
ug/L
80
43 -130
3 & 4 Methylphenol
100
69.40
ug/L
69
42 -130
3,3'-Dichlorobenzidine
100
101.4
ug/L
101
46 -130
3-Nitroaniline
100
97.78
ug/L
98
53 -130
4,6-Dinitro-2-methylphenol
200
221.8
ug/L
ill
42 -130
4-Bromophenyl phenyl ether
100
97.68
ug/L
98
47 -130
4-Chloro-3-methylphenol
100
101.0
ug/L
101
47 -130
4-Chloroaniline
100
80.42
ug/L
80
42 -130
4-Chlorophenyl phenyl ether
100
103.6
ug/L
104
45 -130
4-Nitroaniline
100
106.7
ug/L
107
49 -130
Acenaphthene
100
90.09
ug/L
90
48-130
Acenaphthylene
100
94.64
ug/L
95
48 -130
Acetophenone
100
82.37
ug/L
82
44-130
Anthracene
100
97.71
ug/L
98
49-130
Benzo[a]anthracene
100
106.2
ug/L
106
44 -130
Benzo[a]pyrene
100
100.9
ug/L
101
44-130
Benzo[b]fluoranthene
100
104.1
ug/L
104
43 -130
Benzo[g,h,i]perylene
100
98.24
ug/L
98
41 -130
Benzo[k]fluoranthene
100
106.8
ug/L
107
40 -130
Benzyl alcohol
100
80.11
ug/L
80
29 -130
Bis(2-chloroethoxy)methane
100
65.85
ug/L
66
47 -130
Bis(2-chloroethyl)ether
100
52.47
ug/L
52
32 -130
Bis(2-ethylhexyl) phthalate
100
100.4
ug/L
100
45 -130
Eurofins Raleigh
Page 89 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Method: 8270E - Semivolatile Organic Compounds (GC/MS) (Continued)
Lab Sample ID: LCS 680-773551/21-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774506
Prep Batch: 773551
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
Butyl benzyl phthalate
100
104.6
ug/L
105
50 -130
Chrysene
100
106.0
ug/L
106
47 -130
Dibenz(a,h)anthracene
100
98.88
ug/L
99
41 -130
Dibenzofuran
100
92.63
ug/L
93
50 -130
Diethyl phthalate
100
111.8
ug/L
112
53 -130
Dimethyl phthalate
100
106.7
ug/L
107
53 -130
Di-n-butyl phthalate
100
106.0
ug/L
106
51 -130
Di-n-octyl phthalate
100
110.7
ug/L
111
42 -130
Fluoranthene
100
111.2
ug/L
111
47 -130
Fluorene
100
99.91
ug/L
100
50 -130
Hexachlorobenzene
100
94.66
ug/L
95
43 -130
Hexachlorobutadiene
100
68.17
ug/L
68
27 -130
Hexachlorocyclopentadiene
100
50.23
ug/L
50
11 -130
Hexachloroethane
100
51.67
ug/L
52
29 -130
Indeno[1,2,3-cd]pyrene
100
98.05
ug/L
98
31 -130
Isophorone
100
80.71
ug/L
81
47 -130
Nitrobenzene
100
76.22
ug/L
76
43 -130
N-Nitrosodimethylamine
100
87.23
ug/L
87
32 -130
N-Nitrosodi-n-propylamine
100
71.88
ug/L
72
42 -130
N-Nitrosodiphenylamine
100
93.93
ug/L
94
50-130
Phenanthrene
100
99.27
ug/L
99
51 -130
Phenol
100
63.99
ug/L
64
35 -130
Pyrene
100
103.6
ug/L
104
52-130
Surrogate
LCS LCS
%Recovery Qualifier
Limits
2,4,6-Tribromophenol (Surr)
86
39- 124
2-Fluorobiphenyl
67
32 - 113
2-Fluorophenol (Surr)
49
26 - 109
Nitrobenzene-d5 (Surr)
60
32 -118
Phenol-d5 (Surr)
49
27-110
Terphenyl-d 14 (Surr)
84
10 -126
Lab Sample ID: LCS 680-773551/23-A Client Sample ID: Lab Control Sample
Matrix: Water Prep Type: Total/NA
Analysis Batch: 774506 Prep Batch: 773551
Spike LCS LCS %Rec
Analyte Added Result Qualifier Unit D %Rec Limits
N-Nitrosodi-n-butylamine 100 71.69 ug/L 72 49-130
LCS LCS
Surrogate
%Recovery Qualifier
Limits
2,4,6-Tribromophenol (Surr)
90
39- 124
2-Fluorobiphenyl
72
32 - 113
2-Fluorophenol (Surr)
47
26 - 109
Nitrobenzene-d5 (Surr)
71
32 - 118
Phenol-d5 (Surr)
49
27- 110
Terphenyl-d14 (Surr)
78
10- 126
Eurofins Raleigh
Page 90 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID:
752-5580-1
Project/Site: Moore County Landfill
Method: 8270E - Semivolatile Organic
Compounds (GC/MS) (Continued)
Lab Sample ID: LCSD 680-773551/22-A
Client Sample
ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774506
Prep Batch: 773551
Spike
LCSD
LCSD
%Rec
RPD
Analyte
Added
Result
Qualifier Unit
D %Rec
Limits
RPD
Limit
2,2'-oxybis[1-chloropropane]
100
39.85
ug/L
40
26 -130
1
50
2,4,5-Trichlorophenol
100
94.70
ug/L
95
48 -130
6
50
2,4,6-Trichlorophenol
100
97.30
ug/L
97
47 -130
5
50
2,4-Dichlorophenol
100
86.47
ug/L
86
44 -130
6
50
2,4-Dimethylphenol
100
71.43
ug/L
71
37 -130
3
50
2,4-Dinitrophenol
200
217.0
ug/L
108
31 -130
7
50
2,4-Dinitrotoluene
100
106.1
ug/L
106
52 -130
3
50
2,6-Dinitrotoluene
100
93.25
ug/L
93
52 -130
1
50
2-Chloronaphthalene
100
75.67
ug/L
76
44 -130
4
50
2-Chlorophenol
100
71.18
ug/L
71
39 -130
0
50
2-Methylnaphthalene
100
88.86
ug/L
89
40 -130
4
50
2-Methylphenol
100
65.28
ug/L
65
40 -130
9
50
2-Nitroaniline
100
85.06
ug/L
85
51 -130
9
50
2-Nitrophenol
100
82.71
ug/L
83
43 -130
4
50
3 & 4 Methylphenol
100
67.09
ug/L
67
42 -130
3
50
3,3'-Dichlorobenzidine
100
106.1
ug/L
106
46 -130
4
50
3-Nitroaniline
100
96.16
ug/L
96
53 -130
2
50
4,6-Dinitro-2-methyl phenol
200
217.2
ug/L
109
42 -130
2
50
4-Bromophenyl phenyl ether
100
99.95
ug/L
100
47 -130
2
50
4-Chloro-3-methylphenol
100
99.98
ug/L
100
47 -130
1
50
4-Chloroaniline
100
78.05
ug/L
78
42 -130
3
50
4-Chlorophenyl phenyl ether
100
97.08
ug/L
97
45 -130
6
50
4-Nitroaniline
100
100.5
ug/L
100
49 -130
6
50
Acenaphthene
100
85.46
ug/L
85
48-130
5
50
Acenaphthylene
100
91.51
ug/L
92
48-130
3
50
Acetophenone
100
84.82
ug/L
85
44-130
3
50
Anthracene
100
99.23
ug/L
99
49 -130
2
50
Benzo[a]anthracene
100
108.1
ug/L
108
44 -130
2
50
Benzo[a]pyrene
100
105.5
ug/L
105
44-130
4
50
Benzo[b]fluoranthene
100
110.3
ug/L
110
43 -130
6
50
Benzo[g,h,i]perylene
100
102.2
ug/L
102
41 -130
4
50
Benzo[k]fluoranthene
100
105.3
ug/L
105
40 -130
1
50
Benzyl alcohol
100
77.68
ug/L
78
29 -130
3
50
Bis(2-chloroethoxy)methane
100
66.13
ug/L
66
47 -130
0
50
Bis(2-chloroethyl)ether
100
54.26
ug/L
54
32 -130
3
50
Bis(2-ethylhexyl) phthalate
100
103.9
ug/L
104
45 -130
3
50
Butyl benzyl phthalate
100
106.6
ug/L
107
50 -130
2
50
Chrysene
100
106.8
ug/L
107
47 -130
1
50
Dibenz(a,h)anthracene
100
104.1
ug/L
104
41-130
5
50
Dibenzofuran
100
87.72
ug/L
88
50 -130
5
50
Diethyl phthalate
100
107.1
ug/L
107
53 -130
4
50
Dimethyl phthalate
100
99.93
ug/L
100
53 -130
7
50
Di-n-butyl phthalate
100
107.8
ug/L
108
51 -130
2
50
Di-n-octyl phthalate
100
112.9
ug/L
113
42 -130
2
50
Fluoranthene
100
112.2
ug/L
112
47 -130
1
50
Fluorene
100
93.79
ug/L
94
50-130
6
50
Hexachlorobenzene
100
96.71
ug/L
97
43-130
2
50
Hexachlorobutadiene
100
70.86
ug/L
71
27 -130
4
50
0
Eurofins Raleigh
Page 91 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 8270E - Semivolatile Organic Compounds (GC/MS)
(Continued)
Lab Sample ID: LCSD 680-773551/22-A
Client Sample ID: Lab
Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774506
Prep Batch: 773551
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier Unit
D %Rec
Limits RPD Limit
Hexachlorocyclopentadiene
100
47.61
ug/L
48
11 -130 5 50
Hexachloroethane
100
53.72
ug/L
54
29-130 4 50
Indeno[1,2,3-cd]pyrene
100
103.6
ug/L
104
31-130 5 50
Isophorone
100
77.76
ug/L
78
47-130 4 50
Nitrobenzene
100
77.56
ug/L
78
43 -130 2 50
N-Nitrosodimethylamine
100
87.80
ug/L
88
32 -130 1 50
N-Nitrosodi-n-propylamine
100
71.23
ug/L
71
42 -130 1 50
N-Nitrosodiphenylamine
100
92.80
ug/L
93
50-130 1 50
Phenanthrene
100
102.0
ug/L
102
51-130 3 50
Phenol
100
60.01
ug/L
60
35 -130 6 50
Pyrene
100
106.8
ug/L
107
52 -130 3 50
LCSD LCSD
Surrogate %Recovery Qualifier
Limits
2,4, 6-Tribromophenol (Surr) 83
39 - 124
2-Fluorobiphenyl 64
32- 113
2-Fluorophenol (Surr) 47
26- 109
Nitrobenzene-d5 (Surr) 64
32 - 118
Phenol-d5 (Surr) 45
27- 110
Terphenyl-d14 (Surr) 86
10- 126
Lab Sample ID: LCSD 680-773551124-A
Client Sample ID: Lab
Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774506
Prep Batch: 773551
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier Unit
D %Rec
Limits RPD Limit
N-Nitrosodi-n-butylamine
100
75.96
ug/L
76
49-130 6 50
LCSD LCSD
Surrogate %Recovery Qualifier
Limits
2,4,6-Tribromophenol (Surr) 87
39- 124
2-Fluorobiphenyl 73
32 - 113
2-Fluorophenol (Surr) 49
26 - 109
Nitrobenzene-d5 (Surr) 71
32 - 118
Phenol-d5 (Surr) 49
27- 110
Terphenyl-d14 (Surr) 78
10- 126
Method: RSK-175 - Dissolved Gases (GC)
Lab Sample ID: MB 410-365962/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 365926
Prep Batch: 365962
MB MB
Analyte Result Qualifier
RL
MDL Unit D
Prepared
Analyzed Dil Fac
Carbon dioxide <2600 U
12000
2600 ug/L
04/19/23 08:41
04/19/23 09:07 1
0
Eurofins Raleigh
Page 92 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: RSK-175 - Dissolved Gases (GC) (Continued)
Lab Sample ID: LCS 410-365962/2-A
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 365926
Prep Batch: 365962
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier Unit D %Rec
Limits
Carbon dioxide
35800
31850
ug/L 89
83 -125
Lab Sample ID: LCSD 410-365962/3-A
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 365926
Prep Batch: 365962
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier Unit D %Rec
Limits RPD Limit
Carbon dioxide
35800
33280
ug/L 93
83 -125 4 20
Lab Sample ID: MB 410-367162/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 366975
Prep Batch: 367162
MB
MB
Analyte Result
Qualifier
RL
MDL Unit D Prepared
Analyzed Dil Fac
Ethane <1.00
U
5.00
1.00 ug/L 04/21/2310:20
04/21/2310:53 1
Ethene <1.00
U
5.00
1.00 ug/L 04/21/2310:20
04/21/2310:53 1
E:
Methane <3.00
U
5.00
3.00 ug/L 04/21/2310:20
04/21/2310:53 1
MB
MB
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed Dil Fac
Propene 99
43 - 133
04121123 10:20
04121123 10:53 1
Lab Sample ID: LCS 410-367162/2-A
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 366975
Prep Batch: 367162
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier Unit D %Rec
Limits
Ethane
61.8
60.41
ug/L 98
85 -115
Ethene
58.4
56.70
ug/L 97
83 -115
Methane
60.7
59.74
ug/L 98
85 -115
LCS LCS
Surrogate %Recovery Qualifier
Propene 99
Lab Sample ID: LCSD 410-367162/3-A
Matrix: Water
Analysis Batch: 366975
Analyte
Ethane
Ethene
Methane
Surrogate
Propene
LCSD LCSD
%Recovery Qualifier
99
Limits
43-133
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Prep Batch: 367162
Spike
LCSD
LCSD
%Rec RPD
Added
Result
Qualifier Unit
D %Rec
Limits RPD Limit
61.8
59.62
ug/L
96
85 -115 1 20
58.4
55.88
ug/L
96
83 -115 1 20
60.7
58.62
ug/L
97
85 -115 2 20
Limits
43-133
Page 93 of 150
Eurofins Raleigh
5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: RSK-175 - Dissolved Gases (GC) (Continued)
Lab Sample ID: MB 410-367840/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 368119
Prep Batch: 367840
MB
MB
Analyte Result
Qualifier
RL
MDL Unit
D Prepared
Analyzed Dil Fac
Ethane <1.00
U
5.00
1.00 ug/L
04/24/23 14:05
04/25/23 09:42 1
Ethene <1.00
U
5.00
1.00 ug/L
04/24/23 14:05
04/25/23 09:42 1
Methane <3.00
U
5.00
3.00 ug/L
04/24/23 14:05
04/25/23 09:42 1
MB
MB
Surrogate %Recovery
Qualifier
Limits
Prepared
Analyzed Dil Fac •
Propene 111
43 - 133
04/24/23 14:05
04/25/23 09:42 1
Lab Sample ID: LCS 410-367840/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 368119
Prep Batch: 367840
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier Unit
D %Rec
Limits
Ethane
61.8
56.21
ug/L
91
85 -115
Ethene
58.4
54.86
ug/L
94
83 -115
Methane
60.7
58.96
ug/L
97
85 -115
LCS LCS
Surrogate %Recovery Qualifier
Limits
Propene 106
43 - 133
Lab Sample ID: LCSD 410-36784013-A
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 368119
Prep Batch: 367840
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier Unit
D %Rec
Limits RPD Limit
Ethane
61.8
55.12
ug/L
89
85 -115 2 20
Ethene
58.4
54.19
ug/L
93
83 -115 1 20
Methane
60.7
57.65
ug/L
95
85 -115 2 20
LCSD LCSD
Surrogate %Recovery Qualifier Limits
Propene 106 43-133
Method: 8081 13/8082A - Organochlorine Pesticides and Polychlorinated Biphenyls by Gas
Chromatography
Lab Sample ID: MB 680-773185/1-A
Matrix: Water
Analysis Batch: 773366
Analyte
4,4'-DDD
4,4'-DDE
4,4'-DDT
Aldrin
alpha-BHC
beta-BHC
Chlordane (technical)
Chlorobenzilate
delta-BHC
MB MB
Result Qualifier
<0.00200 U
<0.00100 U
<0.00100 U
<0.00200 U
<0.00100 U
<0.00200 U
<0.160 U
<0.640 U
<0.00200 U
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 773185
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.0500
0.00200
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00100
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00100
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00200
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00100
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00200
ug/L
04/13/2314:43
04/14/2315:26
1
0.500
0.160
ug/L
04/13/2314:43
04/14/2315:26
1
3.00
0.640
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00200
ug/L
04/13/2314:43
04/14/2315:26
1
Page 94 of 150
Eurofins Raleigh
5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Method: 8081 B/8082A - Organochlorine Pesticides and Polychlorinated Biphenyls by Gas
Chromatography (Continued)
Lab Sample ID: MB 680-773185/1-A
Matrix: Water
Analysis Batch: 773366
Analyte
Dieldrin
Endosulfan I
Endosulfan 11
Endosulfan sulfate
Endrin
Endrin aldehyde
gamma-BHC (Lindane)
Heptachlor
Heptachlor epoxide
Isodrin
Kepone
Methoxychlor
PCB-1016
PCB-1221
PCB-1232
PCB-1242
PCB-1248
PCB-1254
PCB-1260
Toxaphene
gamma -Chlordane
alpha -Chlordane
Surrogate
DCB Decachlorobiphenyl
Tetrachloro-m-xylene
MB MB
Result Qualifier
<0.00200 U
<0.00200 U
<0.00200 U
<0.00200 U
<0.00100 U
<0.00400 U
<0.00100 U
<0.00100 U
<0.00200 U
<0.0110 U
<2.60 U
<0.00200 U
<0.320 U
<0.340 U
<0.340 U
<0.340 U
<0.340 U
<0.340 U
<0.340 U
<0.310 U
<0.00600 U
<0.00500 U
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 773185
RL
MDL
Unit
D Prepared
Analyzed
Dil Fac
0.0500
0.00200
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00200
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00200
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00200
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00100
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00400
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00100
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00100
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00200
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.0110
ug/L
04/13/2314:43
04/14/2315:26
1
5.00
2.60
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00200
ug/L
04/13/2314:43
04/14/2315:26
1
1.00
0.320
ug/L
04/13/2314:43
04/14/2315:26
1
1.00
0.340
ug/L
04/13/2314:43
04/14/2315:26
1
1.00
0.340
ug/L
04/13/2314:43
04/14/2315:26
1
1.00
0.340
ug/L
04/13/2314:43
04/14/2315:26
1
1.00
0.340
ug/L
04/13/2314:43
04/14/2315:26
1
1.00
0.340
ug/L
04/13/2314:43
04/14/2315:26
1
1.00
0.340
ug/L
04/13/2314:43
04/14/2315:26
1
5.00
0.310
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00600
ug/L
04/13/2314:43
04/14/2315:26
1
0.0500
0.00500
ug/L
04/13/2314:43
04/14/2315:26
1
MB MB
%Recovery Qualifier Limits
68 30-130
63 30-130
Prepared Analyzed Dil Fac
0411312314:43 0411412315:26 1
0411312314:43 0411412315:26 1
Lab Sample ID: LCS 680-773185/22-A
Client Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 773366
Prep Batch: 773185
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits
PCB-1016
2.40
1.749
ug/L
73
30 -130
PCB-1260
2.40
1.335
ug/L
56
30 -130
LCS LCS
Surrogate %Recovery Qualifier
Limits
DCB Decachlorobiphenyl 70
30 - 130
Tetrachloro-m-xylene 61
30 - 130
Lab Sample ID: LCS 680-773185/2-A
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 773366
Prep Batch: 773185
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits
4,4'-DDD
0.0400
0.03026
J
ug/L
76
30 -130
4,4'-DDE
0.0400
0.03259
J
ug/L
81
30 -130
4,4'-DDT
0.0400
0.03293
J
ug/L
82
30 -130
Page 95 of 150
Eurofins Raleigh
5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 8081 B/8082A - Organochlorine Pesticides
and Polychlorinated Biphenyls by Gas
Chromatography (Continued)
Lab Sample ID: LCS 680-773185/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 773366
Prep Batch: 773185
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits
Aldrin
0.0400
0.02827
J
ug/L
71
30 -130
alpha-BHC
0.0400
0.02935
J
ug/L
73
30 -130
beta-BHC
0.0400
0.03828
J
ug/L
96
30 -130
delta-BHC
0.0400
0.03834
J
ug/L
96
30 -130
Dieldrin
0.0400
0.03101
J
ug/L
78
30 -130
Endosulfan 1
0.0400
0.03371
J
ug/L
84
30 -130
Endosulfan 11
0.0400
0.03307
J
ug/L
83
30 -130
Endosulfan sulfate
0.0400
0.03198
J
ug/L
80
30 -130
Endrin
0.0400
0.03875
J
ug/L
97
30 -130
Endrin aldehyde
0.0400
0.03273
J
ug/L
82
30 -130
gamma-BHC (Lindane)
0.0400
0.03013
J
ug/L
75
30 -130
Heptachlor
0.0400
0.03133
J
ug/L
78
30 -130
Heptachlor epoxide
0.0400
0.03510
J
ug/L
88
30 -130
Methoxychlor
0.0400
0.04320
J
ug/L
108
30 -130
gamma -Chlordane
0.0400
0.03194
J
ug/L
80
30 -130
alpha -Chlordane
0.0400
0.03265
J
ug/L
82
30 -130
LCS LCS
Surrogate %Recovery Qualifier
Limits
DCB Decachlorobiphenyl 90
30 - 130
Tetrachloro-m-xylene 75
30 - 130
Lab Sample ID: LCSD 680-773185/23-A
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 773366
Prep Batch: 773185
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier
Unit
D %Rec
Limits RPD Limit
PCB-1016
2.40
1.931
p
ug/L
80
30 -130 10 40
PCB-1260
2.40
1.697
p
ug/L
71
30 -130 24 40
LCSD LCSD
Surrogate %Recovery Qualifier
Limits
DCB Decachlorobiphenyl 75 p
30- 130
Tetrachloro-m-xylene 63 p
30 - 130
Method: 8151A - Herbicides (GC)
Lab Sample ID: MB 680-773322/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 773745
Prep Batch: 773322
MB MB
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed Dil Fac
Pentachlorophenol <0.0230 U
0.250
0.0230 ug/L
04/14/23 09:30
04/17/23 17:49 1
Dinoseb <0.100 U
0.500
0.100 ug/L
04/14/23 09:30
04/17/23 17:49 1
Silvex (2,4,5-TP) <0.0960 U
0.850
0.0960 ug/L
04/14/23 09:30
04/17/23 17:49 1
2,4,5-T <0.140 U
0.850
0.140 ug/L
04/14/23 09:30
04/17/23 17:49 1
2,4-D <0.180 U
1.10
0.180 ug/L
04/14/23 09:30
04/17/23 17:49 1
Eurofins Raleigh
Page 96 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Method: 8151A - Herbicides (GC) (Continued)
Lab Sample ID: MB 680-773322/1-A
Matrix: Water
Analysis Batch: 773745
MB MB
Surrogate %Recovery Qualifier
DCAA 69 p
Lab Sample ID: LCS 680-773322/2-A
Matrix: Water
Analysis Batch: 773745
Analyte
Pentachlorophenol
Dinoseb
Silvex (2,4,5-TP)
2,4,5-T
2,4-D
Limits
26-137
Spike
Added
1.60
6.40
1.60
1.60
6.40
F
Job ID: 752-5580-1
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 773322
Prepared
Analyzed Dil Fac
04114123 09:30
04117123 17:49 1
Client Sample ID:
Lab Control Sample
Prep Type: Total/NA
Prep Batch: 773322
LCS LCS
%Rec
Result Qualifier
Unit
D %Rec
Limits
1.368
ug/L
86
32 -136
4.628
ug/L
72
10 -141
1.510
ug/L
94
31 -144
1.467
ug/L
92
11 -130
2.494 p
ug/L
39
21 -147
LCS LCS
Surrogate %Recovery Qualifier Limits
DCAA 95 26-137
Method: 300.0-1993 R2.1 - Anions, Ion Chromatography
Lab Sample ID: MB 680-774737/1013 Client Sample ID: Method Blank
Matrix: Water Prep Type: Total/NA
Analysis Batch: 774737
MB
MB
Analyte Result
Qualifier
RL
MDL Unit
D Prepared Analyzed Dil Fac
Chloride <0.200
U
0.500
0.200 mg/L
04/21/2318:07 1
Sulfate <0.400
U
1.00
0.400 mg/L
04/21/2318:07 1
Lab Sample ID: LCS 680-774737/14
Client Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774737
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec Limits
Chloride
10.0
9.932
mg/L
99 90 -110
Sulfate
10.0
9.897
mg/L
99 90 -110
Lab Sample ID: LCSD 680-774737/15
Client
Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774737
Spike
LCSD LCSD
%Rec RPD
Analyte
Added
Result Qualifier
Unit
D %Rec Limits RPD Limit
Chloride
10.0
9.942
mg/L
99 90 -110 0 15
Sulfate
10.0
9.891
mg/L
99 90 -110 0 15
Lab Sample ID: MB 680-774766/43
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774766
MB MB
Analyte Result Qualifier
Chloride <0.200 U
Sulfate <0.400 U
RL MDL Unit D Prepared Analyzed Dil Fac
0.500 0.200 mg/L 04/22/23 01:21 1
1.00 0.400 mg/L 04/22/23 01:21 1
Eurofins Raleigh
Page 97 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 300.0-1993 R2.1 - Anions, Ion Chromatography (Continued)
Lab Sample ID: LCS 680-774766/44
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774766
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
Chloride
10.0
9.843
mg/L
98
90 -110
Sulfate
10.0
9.730
mg/L
97
90 -110
Lab Sample ID: LCSD 680-774766/45
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 774766
Spike
LCSD LCSD
%Rec RPD
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits RPD Limit
Chloride
10.0
9.844
mg/L
98
90 -110 0 15
Sulfate
10.0
9.744
mg/L
97
90 -110 0 15
Method: 6020B - Metals (ICP/MS)
Lab Sample ID: MB 680-773252/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 773484
Prep Batch: 773252
MB
MB
Analyte Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed Dil Fac
Antimony <0.340
U
5.00
0.340
ug/L
04/14/23 05:50
04/14/23 13:11 1
Arsenic <0.860
U
3.00
0.860
ug/L
04/14/23 05:50
04/14/23 13:11 1
Barium <0.890
U
5.00
0.890
ug/L
04/14/23 05:50
04/14/23 13:11 1
Beryllium <0.200
U
0.500
0.200
ug/L
04/14/23 05:50
04/14/23 13:11 1
Cadmium <0.0780
U
0.500
0.0780
ug/L
04/14/23 05:50
04/14/23 13:11 1
Chromium <1.20
U
5.00
1.20
ug/L
04/14/23 05:50
04/14/23 13:11 1
Cobalt <0.220
U
0.500
0.220
ug/L
04/14/23 05:50
04/14/23 13:11 1
Copper <1.08
U
5.00
1.08
ug/L
04/14/23 05:50
04/14/23 13:11 1
Iron <12.0
U
100
12.0
ug/L
04/14/23 05:50
04/14/23 13:11 1
Lead <0.210
U
2.50
0.210
ug/L
04/14/23 05:50
04/14/23 13:11 1
Manganese <2.20
U
5.00
2.20
ug/L
04/14/23 05:50
04/14/23 13:11 1
Nickel <0.420
U
5.00
0.420
ug/L
04/14/23 05:50
04/14/23 13:11 1
Selenium <0.990
U
2.50
0.990
ug/L
04/14/23 05:50
04/14/23 13:11 1
Silver <0.390
U
1.00
0.390
ug/L
04/14/23 05:50
04/14/23 13:11 1
Thallium <0.260
U
1.00
0.260
ug/L
04/14/23 05:50
04/14/23 13:11 1
Tin <3.70
U
5.00
3.70
ug/L
04/14/23 05:50
04/14/23 13:11 1
Vanadium <0.630
U
10.0
0.630
ug/L
04/14/23 05:50
04/14/23 13:11 1
Zinc <2.80
U
20.0
2.80
ug/L
04/14/23 05:50
04/14/23 13:11 1
Lab Sample ID: LCS 680-773252/2-A
Client Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 773484
Prep Batch: 773252
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
Antimony
50.0
50.94
ug/L
102
80 -120
Arsenic
100
107.9
ug/L
108
80 -120
Barium
100
100.7
ug/L
101
80-120
Beryllium
50.0
52.15
ug/L
104
80 -120
Cadmium
50.0
51.59
ug/L
103
80 -120
Chromium
100
109.3
ug/L
109
80 -120
Cobalt
50.0
53.53
ug/L
107
80 -120
Eurofins Raleigh
Page 98 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Method: 6020B - Metals (ICP/MS) (Continued)
Lab Sample ID: LCS 680-773252/2-A
Matrix: Water
Analysis Batch: 773484
Analyte
Copper
Iron
Lead
Manganese
Nickel
Selenium
Silver
Thallium
Tin
Vanadium
Zinc
Lab Sample ID: 752-5580-1 MS
Matrix: Ground Water
Analysis Batch: 773484
Spike
Added
100
5000
505
400
100
100
50.0
50.0
100
100
100
Job ID: 752-5580-1
Client Sample ID: Lab Control Sample
Prep Type: Total Recoverable
Prep Batch: 773252
LCS LCS
%Rec
Result Qualifier
Unit
D %Rec
Limits
107.3
ug/L
107
80 -120
5293
ug/L
106
80-120
537.7
ug/L
107
80 -120
437.4
ug/L
109
80 -120
106.9
ug/L
107
80 -120
105.2
ug/L
105
80 -120
49.77
ug/L
100
80 -120
50.95
ug/L
102
80 -120
104.4
ug/L
104
80 -120
108.6
ug/L
109
80 -120
110.5
ug/L
110
80 -120
Analyte
Sample
Result
Sample
Qualifier
Spike
Added
MS MS
Result Qualifier
Unit
Antimony
<0.340
U
50.0
50.52
ug/L
Arsenic
<0.860
U
100
102.9
ug/L
Barium
65.3
100
160.1
ug/L
Beryllium
<0.200
U
50.0
49.93
ug/L
Cadmium
<0.0780
U
50.0
49.85
ug/L
Chromium
<1.20
U
100
105.7
ug/L
Cobalt
1.01
50.0
53.08
ug/L
Copper
<1.08
U
100
105.6
ug/L
Iron
<12.0
U
5000
5150
ug/L
Lead
0.260
J
505
524.6
ug/L
Manganese
35.6
400
458.6
ug/L
Nickel
<0.420
U
100
102.9
ug/L
Selenium
<0.990
U
100
99.72
ug/L
Silver
<0.390
U
50.0
49.10
ug/L
Thallium
<0.260
U
50.0
49.29
ug/L
Tin
<3.70
U
100
102.8
ug/L
Vanadium
<0.630
U
100
104.6
ug/L
Zinc
<2.80
U
100
105.8
ug/L
Lab Sample ID: 752-5580-1 MSD
Matrix: Ground Water
Analysis Batch: 773484
Analyte
Sample
Result
Sample
Qualifier
Spike
Added
MSD MSD
Result Qualifier
Unit
Antimony
<0.340
U
50.0
52.64
ug/L
Arsenic
<0.860
U
100
108.5
ug/L
Barium
65.3
100
169.0
ug/L
Beryllium
<0.200
U
50.0
53.07
ug/L
Cadmium
<0.0780
U
50.0
52.36
ug/L
Chromium
<1.20
U
100
108.0
ug/L
Cobalt
1.01
50.0
55.01
ug/L
Copper
<1.08
U
100
109.9
ug/L
Client Sample ID: 6301-MW5
Prep Type: Total Recoverable
Prep Batch: 773252
%Rec
D %Rec Limits
101 75-125
103 75-125
95 75-125
100 75-125
100 75-125
106 75-125
104 75-125
106 75-125
103 75-125
104 75-125
106 75-125
103 75-125
100 75-125
98 75-125
99 75-125
103 75-125
105 75-125
106 75-125
Client Sample ID: 6301-MW5
Prep Type: Total Recoverable
Prep Batch: 773252
%Rec
RPD
D %Rec
Limits
RPD
Limit
105
75-125
4
20
109
75-125
5
20
104
75-125
5
20
106
75-125
6
20
105
75-125
5
20
108
75-125
2
20
108
75-125
4
20
110
75-125
4
20
0
Page 99 of 150
Eurofins Raleigh
5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 6020B - Metals
(ICP/MS) (Continued)
Lab Sample ID: 752-5580-1
MSD
Client Sample ID: 6301-MW5
Matrix: Ground Water
Prep Type: Total Recoverable
Analysis Batch: 773484
Prep Batch: 773252
Sample Sample
Spike
MSD MSD
%Rec RPD
Analyte
Result Qualifier
Added
Result Qualifier
Unit
D %Rec
Limits RPD Limit
Iron
<12.0 U
5000
5380
ug/L
108
75 -125 4 20
Lead
0.260 J
505
543.0
ug/L
108
75-125 3 20
Manganese
35.6
400
473.0
ug/L
109
75 -125 3 20
Nickel
<0.420 U
100
107.5
ug/L
108
75 -125 4 20
Selenium
<0.990 U
100
104.9
ug/L
105
75 -125 5 20
Silver
<0.390 U
50.0
49.86
ug/L
100
75 -125 2 20
Thallium
<0.260 U
50.0
51.51
ug/L
103
75-125 4 20
Tin
<3.70 U
100
106.2
ug/L
106
75 -125 3 20
Vanadium
<0.630 U
100
106.8
ug/L
107
75 -125 2 20
Zinc
<2.80 U
100
111.3
ug/L
111
75 -125 5 20
Lab Sample ID: MB 680-773634/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 773925
Prep Batch: 773634
MB
MB
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared
Analyzed Dil Fac
Antimony
<0.340
U
5.00
0.340
ug/L
04/17/23 05:59
04/17/23 13:08 1
Arsenic
<0.860
U
3.00
0.860
ug/L
04/17/23 05:59
04/17/23 13:08 1
Barium
<0.890
U
5.00
0.890
ug/L
04/17/23 05:59
04/17/23 13:08 1
Beryllium
<0.200
U
0.500
0.200
ug/L
04/17/23 05:59
04/17/23 13:08 1
Cadmium
<0.0780
U
0.500
0.0780
ug/L
04/17/23 05:59
04/17/23 13:08 1
Chromium
<1.20
U
5.00
1.20
ug/L
04/17/23 05:59
04/17/23 13:08 1
Cobalt
<0.220
U
0.500
0.220
ug/L
04/17/23 05:59
04/17/23 13:08 1
Copper
<1.08
U
5.00
1.08
ug/L
04/17/23 05:59
04/17/23 13:08 1
Iron
<12.0
U
100
12.0
ug/L
04/17/23 05:59
04/17/23 13:08 1
Lead
<0.210
U
2.50
0.210
ug/L
04/17/23 05:59
04/17/23 13:08 1
Manganese
<2.20
U
5.00
2.20
ug/L
04/17/23 05:59
04/17/23 13:08 1
Nickel
<0.420
U
5.00
0.420
ug/L
04/17/23 05:59
04/17/23 13:08 1
Selenium
<0.990
U
2.50
0.990
ug/L
04/17/23 05:59
04/17/23 13:08 1
Silver
<0.390
U
1.00
0.390
ug/L
04/17/23 05:59
04/17/23 13:08 1
Thallium
<0.260
U
1.00
0.260
ug/L
04/17/23 05:59
04/17/23 13:08 1
Vanadium
<0.630
U
10.0
0.630
ug/L
04/17/23 05:59
04/17/23 13:08 1
Zinc
3.105
J
20.0
2.80
ug/L
04/17/23 05:59
04/17/23 13:08 1
Lab Sample ID: LCS 680-773634/2-A
Client
Sample ID:
Lab Control Sample
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 773925
Prep Batch: 773634
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
Antimony
50.0
52.85
ug/L
106
80 -120
Arsenic
100
111.3
ug/L
111
80 -120
Barium
100
104.5
ug/L
104
80-120
Beryllium
50.0
54.33
ug/L
109
80 -120
Cadmium
50.0
54.15
ug/L
108
80 -120
Chromium
100
113.5
ug/L
113
80 -120
Cobalt
50.0
56.31
ug/L
113
80 -120
Copper
100
111.9
ug/L
112
80-120
Iron
5000
5537
ug/L
111
80 -120
Lead
505
546.4
ug/L
108
80-120
Eurofins Raleigh
Page 100 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Method: 6020B - Metals (ICP/MS) (Continued)
Lab Sample ID: LCS 680-773634/2-A
Matrix: Water
Analysis Batch: 773925
Analyte
Manganese
Nickel
Selenium
Silver
Thallium
Vanadium
Zinc
Method: 7470A - Mercury (CVA
Lab Sample ID: MB 680-773404/1-A
Matrix: Water
Analysis Batch: 773701
MB MB
Analyte Result Qualifier
Mercury <0.0800 U
Lab Sample ID: LCS 680-773404/2-A
Matrix: Water
Analysis Batch: 773701
Analyte
Mercury
Lab Sample ID: 752-5580-1 MS
Matrix: Ground Water
Analysis Batch: 773701
Sample
Sample
Analyte Result
Qualifier
Mercury <0.0800
U
Lab Sample ID: 752-5580-1 MSD
Matrix: Ground Water
Analysis Batch: 773701
Sample
Sample
Analyte Result
Qualifier
Mercury <0.0800
U
Lab Sample ID: MB 680-773632/1-A
Matrix: Water
Analysis Batch: 774039
Spike
Added
400
100
100
50.0
50.0
100
100
F
Job ID: 752-5580-1
Client Sample ID: Lab Control Sample
Prep Type: Total Recoverable
Prep Batch: 773634
LCS LCS
%Rec
Result Qualifier
Unit
D %Rec Limits
453.5
ug/L
113 80 -120
111.9
ug/L
112 80 -120
113.2
ug/L
113 80 -120
52.89
ug/L
106 80 -120
52.92
ug/L
106 80 -120
110.9
ug/L
111 80 -120
114.6
ug/L
115 80 -120
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 773404
RL MDL Unit D Prepared Analyzed Dil Fac
0.200 0.0800 ug/L 04/14/23 13:54 04/17/23 07:27 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 773404
Spike LCS LCS %Rec
Added Result Qualifier Unit D %Rec Limits
2.50 2.437 ug/L 97 80 -120
Client Sample ID: 6301-MW5
Prep Type: Total/NA
Prep Batch: 773404
Spike MS MS %Rec
Added Result Qualifier Unit D %Rec Limits
1.00 0.9576 ug/L 96 80 -120
Client Sample ID: 6301-MW5
Prep Type: Total/NA
Prep Batch: 773404
Spike MSD MSD %Rec RPD
Added Result Qualifier Unit D %Rec Limits RPD Limit
1.00 0.9861 ug/L 99 80 -120 3 20
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 773632
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Mercury <0.0800 U 0.200 0.0800 ug/L 04/17/23 08:07 04/17/23 17:37 1
Page 101 of 150
Eurofins Raleigh
5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Method: 7470A - Mercury (CVAA) (Continued)
Lab Sample ID: LCS 680-773632/2-A
Matrix: Water
Analysis Batch: 774039
Analyte
Mercury
Lab Sample ID: MB 680-773646/1-A
Matrix: Water
Analysis Batch: 774039
MB MB
Analyte Result Qualifier
Mercury <0.0800 U
Lab Sample ID: LCS 680-773646/2-A
Matrix: Water
Analysis Batch: 774039
Analyte
Mercury
Lab Sample ID: MB 680-773851/12-A
Matrix: Water
Analysis Batch: 774083
MB MB
Analyte Result Qualifier
Mercury <0.0800 U
FLab Sample ID: LCS 680-773851/13-A
Matrix: Water
Analysis Batch: 774083
Analyte
LMercury
Spike
Added
2.50
F
Job ID: 752-5580-1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 773632
LCS LCS %Rec
Result Qualifier Unit D %Rec Limits
2.485 ug/L 99 80 - 120
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 773646
RL MDL Unit D Prepared Analyzed Dil Fac
0.200 0.0800 ug/L 04/17/23 09:29 04/17/23 18:21 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 773646
Spike LCS LCS %Rec
Added Result Qualifier Unit D %Rec Limits
2.50 2.476 ug/L 99 80 -120
Client Sample ID: Method Blank
Prep Type: Total/NA
Prep Batch: 773851
RL MDL Unit D Prepared Analyzed Dil Fac L-
0.200 0.0800 ug/L 04/18/23 06:47 04/18/23 13:43 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Prep Batch: 773851
Spike LCS LCS %Rec
Added Result Qualifier Unit D %Rec Limits
2.50 2.591 ug/L 104 80 -120
Method: 2320B-2011 - Alkalinity, Total
Lab Sample ID: MB 680-773722/4
Matrix: Water
Analysis Batch: 773722
MB MB
Analyte Result Qualifier RL MDL Unit
Alkalinity as CaCO3 to pH 4.5 <2.20 U 5.00 2.20 mg/L
Lab Sample ID: LCS 680-773722/6
Matrix: Water
Analysis Batch: 773722
Analyte
Alkalinity as CaCO3 to pH 4.5
Client Sample ID: Method Blank
Prep Type: Total/NA
D Prepared Analyzed Dil Fac
04/14/23 14:52 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike LCS LCS
Added Result Qualifier Unit
250 250.4 mg/L
%Rec
D %Rec Limits
100 90-112
Page 102 of 150
Eurofins Raleigh
5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Method: 2320B-2011 - Alkalinity, Total (Continued)
Lab Sample ID: LCSD 680-773722/31
Matrix: Water
Analysis Batch: 773722
Spike
Analyte
Added
Alkalinity as CaCO3 to pH 4.5
250
Lab Sample ID: MB 680-773723/4
Matrix: Water
Analysis Batch: 773723
MB MB
Analyte Result Qualifier
Alkalinity as CaCO3 to pH 4.5 <2.20 U
5.
Lab Sample ID: LCS 680-773723/6
Matrix: Water
Analysis Batch: 773723
Spike
Analyte
Added
Alkalinity as CaCO3 to pH 4.5
250
Lab Sample ID: LCSD 680-773723/31
Matrix: Water
Analysis Batch: 773723
Spike
Analyte
Added
Alkalinity as CaCO3 to pH 4.5
250
rLab Sample ID: LLCS 680-773723/5
Matrix: Water
Analysis Batch: 773723
Spike
Analyte
Added
Alkalinity as CaCO3 to pH 4.5
5.00
Lab Sample ID: 752-5580-13 DU
Matrix: Ground Water
Analysis Batch: 773723
Sample Sample
Analyte Result Qualifier
Alkalinity as CaG03 to pH 4.5 153
F
Job ID: 752-5580-1
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
LCSD LCSD %Rec RPD C
Result Qualifier Unit D %Rec Limits RPD Limit
253.8 mg/L 102 90 -112 1 30
Client Sample ID: Method Blank
Prep Type: Total/NA
MDL Unit D Prepared Analyzed Dil Fac
2.20 mg/L 04/14/23 20:47 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS LCS %Rec
Result Qualifier Unit D %Rec Limits
250.7 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 L-
251.1 mg/L 100 90 -112 0 30
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LLCS LLCS %Rec
Result Qualifier Unit D %Rec Limits
4.502 J mg/L 90 50 -150
Client Sample ID: 6301-MW7
Prep Type: Total/NA
DU DU RPD
Result Qualifier Unit D RPD Limit
153.1 mg/L 0.1 30
Method: 353.2 - Nitrogen, Nitrite
Lab Sample ID: MB 752-2300/11 Client Sample ID: Method Blank
Matrix: Water Prep Type: Total/NA
Analysis Batch: 2300
MB MB
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fac
Nitrite as N <0.0168 U 0.100 0.0168 mg/L 04/12/23 15:57 1
Eurofins Raleigh
Page 103 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Method: 353.2 - Nitrogen, Nitrite (Continued)
Lab Sample ID: MB 752-2300/16
Matrix: Water
Analysis Batch: 2300
MB MB
Analyte Result Qualifier
RL
Nitrite as N <0.0168 U
0.100
Lab Sample ID: LCS 752-2300/10
Matrix: Water
Analysis Batch: 2300
Spike
Analyte
Added
Nitrite as N
1.00
Lab Sample ID: LCSD 752-2300/31
Matrix: Water
Analysis Batch: 2300
Spike
Analyte
Added
Nitrite as N
1.00
Lab Sample ID: 752-5580-1 MS
Matrix: Ground Water
Analysis Batch: 2300
Sample Sample
Spike
Analyte Result Qualifier
Added
Nitrite as N <0.0168 U F1
1.00
Lab Sample ID: 752-5580-1 MSD
Matrix: Ground Water
Analysis Batch: 2300
Sample Sample
Spike
Analyte Result Qualifier
Added
Nitrite as N <0.0168 U F1
1.00
Method: 353.2 - Nitrogen, Nitrate -Nitrite
Lab Sample ID: MB 752-2301121
Matrix: Water
Analysis Batch: 2301
MB MB
Analyte Result Qualifier
Nitrate Nitrite as N
Lab Sample ID: LCS 752-2301/22
Matrix: Water
Analysis Batch: 2301
Analyte
Nitrate Nitrite as N
<0.0410 U
F
Job ID: 752-5580-1
Client Sample ID: Method Blank
Prep Type: Total/NA
MDL Unit
D Prepared Analyzed Dil Fac
0.0168 mg/L
04/12/2316:02 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS
LCS
%Rec
Result
Qualifier
Unit
D %Rec Limits
0.9945
mg/L
99 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
0.9444
mg/L
94 90 -110 5 10
Client Sample ID: 6301-MW5
Prep Type: Total/NA
MS
MS
%Rec
Result
Qualifier
Unit
D %Rec Limits
0.8045
F1
mg/L
80 90 -110
Client Sample ID: 6301-MW5
Prep Type: Total/NA
MSD
MSD
%Rec RPD
Result
Qualifier
Unit
D %Rec Limits RPD Limit
0.8332
F1
mg/L
83 90 -110 4 10
Client Sample ID: Method Blank
Prep Type: Total/NA
RL MDL Unit D Prepared Analyzed Dil Fac
0.100 0.0410 mg/L 04/14/23 09:53 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike LCS LCS %Rec
Added Result Qualifier Unit D %Rec Limits
1.25 1.227 mg/L 98 90 -110
Eurofins Raleigh
Page 104 of 150 5/3/2023

QC Sample Results
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Method: 4500 S2 F-2011 - Sulfide, Total
Lab Sample ID: MB 680-773754/1
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 773754
MB MB
Analyte Result Qualifier
RL
MDL Unit
D Prepared Analyzed Dil Fac
Sulfide <1.00 U
1.00
1.00 mg/L
04/17/2313:18 1
Lab Sample ID: LCS 680-773754/2
Client Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 773754
Spike
LCS
LCS
%Rec �
Analyte
Added
Result
Qualifier Unit
D %Rec Limits
Sulfide
10.0
9.167
mg/L
92 75 -125
Lab Sample ID: LCSD 680-773754/3
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 773754
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier Unit
D %Rec Limits RPD Limit
Sulfide
10.0
9.103
mg/L
91 75 -125 1 30
Lab Sample ID: 752-5580-9 MS
Client Sample ID: 6301-MW14
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 773754
Sample Sample
Spike
MS
MS
%Rec
Analyte Result Qualifier
Added
Result
Qualifier Unit
D %Rec Limits
Sulfide <0.893 U
7.97
7.032
mg/L
88 75 -125
Lab Sample ID: 752-5580-9 MSD
Client Sample ID: 6301-MW14
Matrix: Ground Water
Prep Type: Total/NA
Analysis Batch: 773754
Sample Sample
Spike
MSD
MSD
%Rec RPD
Analyte Result Qualifier
Added
Result
Qualifier Unit
D %Rec Limits RPD Limit
Sulfide <0.893 U
7.97
7.032
mg/L
88 75 -125 0 30
Lab Sample ID: MB 680-773939/1
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 773939
MB MB
Analyte Result Qualifier
RL
MDL Unit
D Prepared Analyzed Dil Fac
Sulfide <1.00 U
1.00
1.00 mg/L
04/18/2310:55 1
Lab Sample ID: LCS 680-773939/2
Client Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 773939
Spike
LCS
LCS
%Rec
Analyte
Added
Result
Qualifier Unit
D %Rec Limits
Sulfide
10.0
9.022
mg/L
90 75 -125
Lab Sample ID: LCSD 680-77393913
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 773939
Spike
LCSD
LCSD
%Rec RPD
Analyte
Added
Result
Qualifier Unit
D %Rec Limits RPD Limit
Sulfide
10.0
8.377
mg/L
84 75 -125 7 30
Page 105 of 150
Eurofins Raleigh
5/3/2023

QC Sample Results
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Method: 9060A - Organic Carbon, Total (TOC)
Lab Sample ID: MB 680-774395/2
Matrix: Water
Analysis Batch: 774395
MB
MB
Analyte Result
Qualifier
Total Organic Carbon <0.500
U
Lab Sample ID: LCS 680-774395/3
Matrix: Water
Analysis Batch: 774395
Spike
Analyte
Added
Total Organic Carbon
20.0
Lab Sample ID: LCSD 680-774395/4
Matrix: Water
Analysis Batch: 774395
Spike
Analyte
Added
Total Organic Carbon
20.0
Method: SM 2540C - Solids, Total Dissolved (TD
Lab Sample ID: MB 752-2284/1
Matrix: Water
Analysis Batch: 2284
MB MB
Analyte Result Qualifier
Total Dissolved Solids <50.0 U
Lab Sample ID: LCS 752-2284/2
Matrix: Water
Analysis Batch: 2284
Spike
Analyte Added
Total Dissolved Solids 1000
Lab Sample ID: 752-5580-1 DU
Matrix: Ground Water
Analysis Batch: 2284
Sample Sample
Analyte Result Qualifier
Total Dissolved Solids 138
Lab Sample ID: 752-5580-2 DU
Matrix: Ground Water
Analysis Batch: 2284
Sample Sample
Analyte Result Qualifier
Total Dissolved Solids 444
F
Job ID: 752-5580-1
Client Sample ID: Method Blank
Prep Type: Total/NA
RL MDL Unit D Prepared Analyzed Dil Fac
1.00 0.500 mg/L 04/20/23 00:06 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS LCS %Rec
Result Qualifier Unit D %Rec Limits
19.51 mg/L 98 80 -120
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
LCSD LCSD %Rec RPD
Result Qualifier Unit D %Rec Limits RPD Limit
19.57 mg/L 98 80 -120 0 25
(-
-
Client Sample ID: Method Blank
Prep Type: Total/NA
RL MDL Unit D Prepared Analyzed Dil Fac
50.0 50.0 mg/L 04/17/2313:16 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
LCS LCS %Rec
Result Qualifier Unit D %Rec Limits
1046 mg/L 105 90 -110
Client Sample ID: 6301-MW5
Prep Type: Total/NA
DU DU RPD
Result Qualifier Unit D RPD Limit
94.00 mg/L NC 10
Client Sample ID: 6301-MW11SR
Prep Type: Total/NA
DU DU
Result Qualifier Unit
434.0 mg/L
RPD
D RPD Limit
2 10
Eurofins Raleigh
Page 106 of 150 5/3/2023

QC Association Summary
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
GC/MS VOA
Analysis Batch: 621586
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1
6301-MW5
Total/NA
Ground Water
8260D
752-5580-2
6301-MW11SR
Total/NA
Ground Water
8260D
752-5580-3
6301-MW4
Total/NA
Ground Water
8260D
752-5580-4
6301-MW11DR
Total/NA
Ground Water
8260D
752-5580-5
6301-MW13SR
Total/NA
Ground Water
8260D
752-5580-6
6301-MW13DR
Total/NA
Ground Water
8260D
752-5580-7
6301-MW17S
Total/NA
Ground Water
8260D
752-5580-8
6301-MW17D
Total/NA
Ground Water
8260D
752-5580-9
6301-MW14
Total/NA
Ground Water
8260D
752-5580-10
6301-MW18
Total/NA
Ground Water
8260D
MB 400-621586/4
Method Blank
Total/NA
Water
8260D
LCS 400-621586/1002
Lab Control Sample
Total/NA
Water
8260D
Analysis Batch: 621730
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-11
6301-MW19
Total/NA
Ground Water
8260D
752-5580-12
6301-MW6
Total/NA
Ground Water
8260D
752-5580-13
6301-MW7
Total/NA
Ground Water
8260D
752-5580-14
6301-MW8
Total/NA
Ground Water
8260D
752-5580-15
6301-MW9
Total/NA
Ground Water
8260D
752-5580-16
6301-MW15R
Total/NA
Ground Water
8260D
752-5580-17
6301-SW1
Total/NA
Surface Water
8260D
752-5580-18
6301-SW2
Total/NA
Surface Water
8260D
752-5580-19
6301-SW3
Total/NA
Surface Water
8260D
752-5580-20
6301-SW4
Total/NA
Surface Water
8260D
752-5580-21
6301-Field Blank
Total/NA
Water
8260D
752-5580-22
6301-Trip Blank
Total/NA
Water
8260D
752-5580-23
6301-Duplicate
Total/NA
Ground Water
8260D
MB 400-621730/4
Method Blank
Total/NA
Water
8260D
LCS 400-621730/1002
Lab Control Sample
Total/NA
Water
8260D
752-5580-13 MS
6301-MW7
Total/NA
Ground Water
8260D
752-5580-13 MSD
6301-MW7
Total/NA
Ground Water
8260D
Analysis Batch: 773911
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-5580-21
6301-Field Blank
Total/NA
Water
8260D SIM 14D
752-5580-23
6301-Duplicate
Total/NA
Ground Water
8260D SIM 14D
MB 680-773911/6
Method Blank
Total/NA
Water
8260D SIM 14D
LCS 680-773911/3
Lab Control Sample
Total/NA
Water
8260D SIM 14D
LCSD 680-773911/4
Lab Control Sample Dup
Total/NA
Water
8260D SIM 14D
Analysis Batch: 774163
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-5580-1
6301-MW5
Total/NA
Ground Water
8260D SIM 14D
752-5580-2
6301-MW11SR
Total/NA
Ground Water
8260D SIM 14D
752-5580-3
6301-MW4
Total/NA
Ground Water
8260D SIM 14D
752-5580-4
6301-MW11DR
Total/NA
Ground Water
8260D SIM 14D
752-5580-5
6301-MW13SR
Total/NA
Ground Water
8260D SIM 14D
752-5580-6
6301-MW13DR
Total/NA
Ground Water
8260D SIM 14D
752-5580-7
6301-MW17S
Total/NA
Ground Water
8260D SIM 14D
752-5580-8
6301-MW17D
Total/NA
Ground Water
8260D SIM 14D
0
Eurofins Raleigh
Page 107 of 150 5/3/2023

QC Association Summary
Client: S&ME, Inc.
Job ID:
752-5580-1
Project/Site: Moore County Landfill
GC/MS VOA (Continued)
Analysis Batch: 774163
(Continued)
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-9
6301-MW14
Total/NA
Ground Water
8260D SIM 14D
752-5580-10
6301-MW18
Total/NA
Ground Water
8260D SIM 14D
752-5580-11
6301-MW19
Total/NA
Ground Water
8260D SIM 14D
752-5580-12
6301-MW6
Total/NA
Ground Water
8260D SIM 14D
752-5580-13
6301-MW7
Total/NA
Ground Water
8260D SIM 14D
752-5580-14
6301-MW8
Total/NA
Ground Water
8260D SIM 14D
752-5580-15
6301-MW9
Total/NA
Ground Water
8260D SIM 14D
752-5580-16
6301-MW15R
Total/NA
Ground Water
8260D SIM 14D
752-5580-17
6301-SW1
Total/NA
Surface Water
8260D SIM 14D
752-5580-18
6301-SW2
Total/NA
Surface Water
8260D SIM 14D
752-5580-19
6301-SW3
Total/NA
Surface Water
8260D SIM 14D
752-5580-20
6301-SW4
Total/NA
Surface Water
8260D SIM 14D
MB 680-774163/6
Method Blank
Total/NA
Water
8260D SIM 14D
LCS 680-774163/3
Lab Control Sample
Total/NA
Water
8260D SIM 14D
LCSD 680-774163/4
Lab Control Sample Dup
Total/NA
Water
8260D SIM 14D
752-5580-20 MS
6301-SW4
Total/NA
Surface Water
8260D SIM 14D
752-5580-20 MSD
6301-SW4
Total/NA
Surface Water
8260D SIM 14D
GC/MS Semi VOA
Prep Batch: 773551
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-10
6301-MW18
Total/NA
Ground Water
3520C
752-5580-11
6301-MW19
Total/NA
Ground Water
3520C
MB 680-773551/20-A
Method Blank
Total/NA
Water
3520C
LCS 680-773551/21-A
Lab Control Sample
Total/NA
Water
3520C
LCS 680-773551/23-A
Lab Control Sample
Total/NA
Water
3520C
LCSD 680-773551/22-A
Lab Control Sample Dup
Total/NA
Water
3520C
LCSD 680-773551/24-A
Lab Control Sample Dup
Total/NA
Water
3520C
Analysis Batch: 774506
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-10
6301-MW18
Total/NA
Ground Water
8270E
773551
752-5580-11
6301-MW19
Total/NA
Ground Water
8270E
773551
MB 680-773551/20-A
Method Blank
Total/NA
Water
8270E
773551
LCS 680-773551/21-A
Lab Control Sample
Total/NA
Water
8270E
773551
LCS 680-773551/23-A
Lab Control Sample
Total/NA
Water
8270E
773551
LCSD 680-773551/22-A
Lab Control Sample Dup
Total/NA
Water
8270E
773551
LCSD 680-773551/24-A
Lab Control Sample Dup
Total/NA
Water
8270E
773551
GC VOA
Analysis Batch: 365926
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1
6301-MW5
Total/NA
Ground Water
RSK-175
365962
752-5580-2
6301-MW11SR
Total/NA
Ground Water
RSK-175
365962
752-5580-3
6301-MW4
Total/NA
Ground Water
RSK-175
365962
752-5580-12
6301-MW6
Total/NA
Ground Water
RSK-175
365962
752-5580-13
6301-MW7
Total/NA
Ground Water
RSK-175
365962
752-5580-14
6301-MW8
Total/NA
Ground Water
RSK-175
365962
752-5580-15
6301-MW9
Total/NA
Ground Water
RSK-175
365962
752-5580-16
6301-MW15R
Total/NA
Ground Water
RSK-175
365962
0
Eurofins Raleigh
Page 108 of 150 5/3/2023

QC Association Summary
Client: S&ME, Inc.
Job ID:
752-5580-1
Project/Site: Moore County Landfill
GC VOA (Continued)
Analysis Batch: 365926 (Continued)
Lab Sample ID Client Sample ID
Prep Type
Matrix
Method
Prep Batch
MB 410-365962/1-A Method Blank
Total/NA
Water
RSK-175
365962
LCS 410-365962/2-A Lab Control Sample
Total/NA
Water
RSK-175
365962
LCSD 410-365962/3-A Lab Control Sample Dup
Total/NA
Water
RSK-175
365962
Prep Batch: 365962
Lab Sample ID Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1 6301-MW5
Total/NA
Ground Water
RSK-175
752-5580-2 6301-MW11SR
Total/NA
Ground Water
RSK-175
752-5580-3 6301-MW4
Total/NA
Ground Water
RSK-175
752-5580-12 6301-MW6
Total/NA
Ground Water
RSK-175
752-5580-13 6301-MW7
Total/NA
Ground Water
RSK-175
752-5580-14 6301-MW8
Total/NA
Ground Water
RSK-175
752-5580-15 6301-MW9
Total/NA
Ground Water
RSK-175
752-5580-16 6301-MW15R
Total/NA
Ground Water
RSK-175
MB 410-365962/1-A Method Blank
Total/NA
Water
RSK-175
LCS 410-365962/2-A Lab Control Sample
Total/NA
Water
RSK-175
LCSD 410-365962/3-A Lab Control Sample Dup
Total/NA
Water
RSK-175
Analysis Batch: 366975
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1
6301-MW5
Total/NA
Ground Water
RSK-175
367162
752-5580-2
6301-MW11SR
Total/NA
Ground Water
RSK-175
367162
752-5580-3
6301-MW4
Total/NA
Ground Water
RSK-175
367162
752-5580-12
6301-MW6
Total/NA
Ground Water
RSK-175
367162
752-5580-13
6301-MW7
Total/NA
Ground Water
RSK-175
367162
752-5580-14
6301-MW8
Total/NA
Ground Water
RSK-175
367162
752-5580-15
6301-MW9
Total/NA
Ground Water
RSK-175
367162
752-5580-16
6301-MW15R
Total/NA
Ground Water
RSK-175
367162
MB 410-367162/1-A
Method Blank
Total/NA
Water
RSK-175
367162
LCS 410-367162/2-A
Lab Control Sample
Total/NA
Water
RSK-175
367162
LCSD 410-367162/3-A
Lab Control Sample Dup
Total/NA
Water
RSK-175
367162
Prep Batch: 367162
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1
6301-MW5
Total/NA
Ground Water
RSK-175
752-5580-2
6301-MW11SR
Total/NA
Ground Water
RSK-175
752-5580-3
6301-MW4
Total/NA
Ground Water
RSK-175
752-5580-12
6301-MW6
Total/NA
Ground Water
RSK-175
752-5580-13
6301-MW7
Total/NA
Ground Water
RSK-175
752-5580-14
6301-MW8
Total/NA
Ground Water
RSK-175
752-5580-15
6301-MW9
Total/NA
Ground Water
RSK-175
752-5580-16
6301-MW15R
Total/NA
Ground Water
RSK-175
MB 410-367162/1-A
Method Blank
Total/NA
Water
RSK-175
LCS 410-367162/2-A
Lab Control Sample
Total/NA
Water
RSK-175
LCSD 410-367162/3-A
Lab Control Sample Dup
Total/NA
Water
RSK-175
Prep Batch: 367840
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-2 - DL
6301-MW11SR
Total/NA
Ground Water
RSK-175
752-5580-12 - DL
6301-MW6
Total/NA
Ground Water
RSK-175
752-5580-13 - DL
6301-MW7
Total/NA
Ground Water
RSK-175
0
Eurofins Raleigh
Page 109 of 150 5/3/2023

QC Association Summary
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
GC VOA (Continued)
Prep Batch: 367840 (Continued)
Lab Sample ID Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-5580-14 - DL 6301-MW8
Total/NA
Ground Water
RSK-175
752-5580-15 - DL 6301-MW9
Total/NA
Ground Water
RSK-175
752-5580-16 - DL 6301-MW15R
Total/NA
Ground Water
RSK-175
MB 410-367840/1-A Method Blank
Total/NA
Water
RSK-175
LCS 410-367840/2-A Lab Control Sample
Total/NA
Water
RSK-175
LCSD 410-367840/3-A Lab Control Sample Dup
Total/NA
Water
RSK-175
Analysis Batch: 368119
Lab Sample ID
Client Sample ID
752-5580-2 - DL
6301-MW11SR
752-5580-12 - DL
6301-MW6
752-5580-13 - DL
6301-MW7
752-5580-14 - DL
6301-MW8
752-5580-15 - DL
6301-MW9
752-5580-16 - DL
6301-MW15R
MB 410-367840/1-A
Method Blank
LCS 410-367840/2-A
Lab Control Sample
LCSD 410-367840/3-A
Lab Control Sample Dup
Prep Type
Matrix
Method
Prep Batch
Total/NA
Ground Water
RSK-175
367840
Total/NA
Ground Water
RSK-175
367840
Total/NA
Ground Water
RSK-175
367840
Total/NA
Ground Water
RSK-175
367840
Total/NA
Ground Water
RSK-175
367840
Total/NA
Ground Water
RSK-175
367840
Total/NA
Water
RSK-175
367840
Total/NA
Water
RSK-175
367840
Total/NA
Water
RSK-175
367840
GC Semi VOA
Prep Batch: 773185
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-5580-10
6301-MW18
Total/NA
Ground Water
3510C
752-5580-11
6301-MW19
Total/NA
Ground Water
3510C
MB 680-773185/1-A
Method Blank
Total/NA
Water
3510C
LCS 680-773185/22-A
Lab Control Sample
Total/NA
Water
3510C
LCS 680-773185/2-A
Lab Control Sample
Total/NA
Water
3510C
LCSD 680-773185/23-A
Lab Control Sample Dup
Total/NA
Water
3510C
Prep Batch: 773322
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-5580-10
6301-MW18
Total/NA
Ground Water
8151A
752-5580-11
6301-MW19
Total/NA
Ground Water
8151A
MB 680-773322/1-A
Method Blank
Total/NA
Water
8151A
LCS 680-773322/2-A
Lab Control Sample
Total/NA
Water
8151A
Analysis Batch: 773366
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
MB 680-773185/1-A
Method Blank
Total/NA
Water
8081 B/8082A
773185
LCS 680-773185/22-A
Lab Control Sample
Total/NA
Water
8081 B/8082A
773185
LCS 680-773185/2-A
Lab Control Sample
Total/NA
Water
8081 B/8082A
773185
LCSD 680-773185/23-A
Lab Control Sample Dup
Total/NA
Water
8081 B/8082A
773185
Analysis Batch: 773504
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
752-5580-10 6301-MW18 Total/NA Ground Water 8081 B/8082A 773185
752-5580-11 6301-MW19 Total/NA Ground Water 8081 B/8082A 773185
Page 110 of 150
Eurofins Raleigh
5/3/2023

QC Association Summary
Client: S&ME, Inc.
Project/Site: Moore County Landfill
GC Semi VOA
Analysis Batch: 773745
Job ID: 752-5580-1
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-10
6301-MW18
Total/NA
Ground Water
8151A
773322
752-5580-11
6301-MW19
Total/NA
Ground Water
8151A
773322
MB 680-773322/1-A
Method Blank
Total/NA
Water
8151A
773322
LCS 680-773322/2-A
Lab Control Sample
Total/NA
Water
8151A
773322
HPLCAC
Analysis Batch: 774737
Lab Sample ID
Client Sample ID
752-5580-1
6301-M W5
752-5580-2
6301-M W 11 SR
752-5580-3
6301-M W4
752-5580-4
6301-M W 11 DR
752-5580-5
6301-M W 13SR
752-5580-6
6301-M W 13D R
752-5580-7
6301-M W 17S
752-5580-8
6301-M W 17D
752-5580-9
6301-M W 14
752-5580-10
6301-M W 18
752-5580-11
6301-M W 19
752-5580-12
6301-M W6
MB 680-774737/1013
Method Blank
LCS 680-774737/14
Lab Control Sample
LCSD 680-774737/15
Lab Control Sample Dup
Analysis Batch: 774766
Prep Type
Matrix
Method
Total/NA
Ground Water
300.0-1993 R2.1
Total/NA
Ground Water
300.0-1993 R2.1
Total/NA
Ground Water
300.0-1993 R2.1
Total/NA
Ground Water
300.0-1993 R2.1
Total/NA
Ground Water
300.0-1993 R2.1
Total/NA
Ground Water
300.0-1993 R2.1
Total/NA
Ground Water
300.0-1993 R2.1
Total/NA
Ground Water
300.0-1993 R2.1
Total/NA
Ground Water
300.0-1993 R2.1
Total/NA
Ground Water
300.0-1993 R2.1
Total/NA
Ground Water
300.0-1993 R2.1
Total/NA
Ground Water
300.0-1993 R2.1
Total/NA
Water
300.0-1993 R2.1
Total/NA
Water
300.0-1993 R2.1
Total/NA
Water
300.0-1993 R2.1
Prep Batch
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-5580-13
6301-MW7
Total/NA
Ground Water
300.0-1993 R2.1
752-5580-14
6301-MW8
Total/NA
Ground Water
300.0-1993 R2.1
752-5580-15
6301-MW9
Total/NA
Ground Water
300.0-1993 R2.1
752-5580-16
6301-MW15R
Total/NA
Ground Water
300.0-1993 R2.1
752-5580-23
6301-Duplicate
Total/NA
Ground Water
300.0-1993 R2.1
MB 680-774766/43
Method Blank
Total/NA
Water
300.0-1993 R2.1
LCS 680-774766/44
Lab Control Sample
Total/NA
Water
300.0-1993 R2.1
LCSD 680-774766/45
Lab Control Sample Dup
Total/NA
Water
300.0-1993 R2.1
Metals
Prep Batch: 773252
Lab Sample ID
Client Sample ID
Prep Type
752-5580-1
6301-MW5
Total Recoverable
752-5580-2
6301-MW11SR
Total Recoverable
752-5580-3
6301-MW4
Total Recoverable
752-5580-4
6301-MW11DR
Total Recoverable
752-5580-5
6301-MW13SR
Total Recoverable
752-5580-6
6301-MW13DR
Total Recoverable
752-5580-8
6301-MW17D
Total Recoverable
752-5580-9
6301-MW14
Total Recoverable
752-5580-10
6301-MW18
Total Recoverable
752-5580-11
6301-MW19
Total Recoverable
752-5580-12
6301-MW6
Total Recoverable
752-5580-13
6301-MW7
Total Recoverable
Matrix
Method Prep Batch
Ground Water
3005A
Ground Water
3005A
Ground Water
3005A
Ground Water
3005A
Ground Water
3005A
Ground Water
3005A
Ground Water
3005A
Ground Water
3005A
Ground Water
3005A
Ground Water
3005A
Ground Water
3005A
Ground Water
3005A
0
Page 111 of 150
Eurofins Raleigh
5/3/2023

QC Association Summary
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Metals (Continued)
Prep Batch: 773252 (Continued)
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-14
6301-MW8
Total Recoverable
Ground Water
3005A
752-5580-15
6301-MW9
Total Recoverable
Ground Water
3005A
752-5580-16
6301-MW15R
Total Recoverable
Ground Water
3005A
752-5580-17
6301-SW1
Total Recoverable
Surface Water
3005A
752-5580-18
6301-SW2
Total Recoverable
Surface Water
3005A
752-5580-19
6301-SW3
Total Recoverable
Surface Water
3005A
752-5580-20
6301-SW4
Total Recoverable
Surface Water
3005A
MB 680-773252/1-A
Method Blank
Total Recoverable
Water
3005A
LCS 680-773252/2-A
Lab Control Sample
Total Recoverable
Water
3005A
752-5580-1 MS
6301-MW5
Total Recoverable
Ground Water
3005A
752-5580-1 MSD
6301-MW5
Total Recoverable
Ground Water
3005A
Prep Batch: 773404
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1
6301-MW5
Total/NA
Ground Water
7470A
752-5580-2
6301-MW11SR
Total/NA
Ground Water
7470A
752-5580-3
6301-MW4
Total/NA
Ground Water
7470A
752-5580-4
6301-MW11DR
Total/NA
Ground Water
7470A
752-5580-5
6301-MW13SR
Total/NA
Ground Water
7470A
752-5580-6
6301-MW13DR
Total/NA
Ground Water
7470A
752-5580-8
6301-MW17D
Total/NA
Ground Water
7470A
752-5580-9
6301-MW14
Total/NA
Ground Water
7470A
752-5580-10
6301-MW18
Total/NA
Ground Water
7470A
752-5580-11
6301-MW19
Total/NA
Ground Water
7470A
752-5580-12
6301-MW6
Total/NA
Ground Water
7470A
752-5580-13
6301-MW7
Total/NA
Ground Water
7470A
752-5580-14
6301-MW8
Total/NA
Ground Water
7470A
752-5580-15
6301-MW9
Total/NA
Ground Water
7470A
752-5580-16
6301-MW15R
Total/NA
Ground Water
7470A
752-5580-17
6301-SW1
Total/NA
Surface Water
7470A
MB 680-773404/1-A
Method Blank
Total/NA
Water
7470A
LCS 680-773404/2-A
Lab Control Sample
Total/NA
Water
7470A
752-5580-1 MS
6301-MW5
Total/NA
Ground Water
7470A
752-5580-1 MSD
6301-MW5
Total/NA
Ground Water
7470A
Analysis Batch: 773484
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1
6301-MW5
Total Recoverable
Ground Water
6020B
773252
752-5580-2
6301-MW11SR
Total Recoverable
Ground Water
6020B
773252
752-5580-3
6301-MW4
Total Recoverable
Ground Water
6020B
773252
752-5580-4
6301-MW11DR
Total Recoverable
Ground Water
6020B
773252
752-5580-5
6301-MW13SR
Total Recoverable
Ground Water
6020B
773252
752-5580-6
6301-MW13DR
Total Recoverable
Ground Water
6020B
773252
752-5580-8
6301-MW17D
Total Recoverable
Ground Water
6020B
773252
752-5580-9
6301-MW14
Total Recoverable
Ground Water
6020B
773252
752-5580-10
6301-MW18
Total Recoverable
Ground Water
6020B
773252
752-5580-11
6301-MW19
Total Recoverable
Ground Water
6020B
773252
752-5580-12
6301-MW6
Total Recoverable
Ground Water
6020B
773252
752-5580-13
6301-MW7
Total Recoverable
Ground Water
6020B
773252
752-5580-14
6301-MW8
Total Recoverable
Ground Water
6020B
773252
752-5580-15
6301-MW9
Total Recoverable
Ground Water
6020B
773252
0
Eurofins Raleigh
Page 112 of 150 5/3/2023

QC Association Summary
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County
Landfill
Metals (Continued)
Analysis Batch: 773484
(Continued)
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-16
6301-MW15R
Total Recoverable
Ground Water
6020B
773252
752-5580-17
6301-SW1
Total Recoverable
Surface Water
6020B
773252
752-5580-18
6301-SW2
Total Recoverable
Surface Water
6020B
773252
752-5580-19
6301-SW3
Total Recoverable
Surface Water
6020B
773252
752-5580-20
6301-SW4
Total Recoverable
Surface Water
6020B
773252
MB 680-773252/1-A
Method Blank
Total Recoverable
Water
6020B
773252
LCS 680-773252/2-A
Lab Control Sample
Total Recoverable
Water
6020B
773252
752-5580-1 MS
6301-MW5
Total Recoverable
Ground Water
6020B
773252
752-5580-1 MSD
6301-MW5
Total Recoverable
Ground Water
6020B
773252
Prep Batch: 773632
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-18
6301-SW2
Total/NA
Surface Water
7470A
752-5580-19
6301-SW3
Total/NA
Surface Water
7470A
752-5580-20
6301-SW4
Total/NA
Surface Water
7470A
MB 680-773632/1-A
Method Blank
Total/NA
Water
7470A
LCS 680-773632/2-A
Lab Control Sample
Total/NA
Water
7470A
Prep Batch: 773634
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-7
6301-MW17S
Total Recoverable
Ground Water
3005A
MB 680-773634/1-A
Method Blank
Total Recoverable
Water
3005A
LCS 680-773634/2-A
Lab Control Sample
Total Recoverable
Water
3005A
Prep Batch: 773646
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-7
6301-MW17S
Total/NA
Ground Water
7470A
MB 680-773646/1-A
Method Blank
Total/NA
Water
7470A
LCS 680-773646/2-A
Lab Control Sample
Total/NA
Water
7470A
Analysis Batch: 773701
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1
6301-MW5
Total/NA
Ground Water
7470A
773404
752-5580-2
6301-MW11SR
Total/NA
Ground Water
7470A
773404
752-5580-3
6301-MW4
Total/NA
Ground Water
7470A
773404
752-5580-4
6301-MW11DR
Total/NA
Ground Water
7470A
773404
752-5580-5
6301-MW13SR
Total/NA
Ground Water
7470A
773404
752-5580-6
6301-MW13DR
Total/NA
Ground Water
7470A
773404
752-5580-8
6301-MW17D
Total/NA
Ground Water
7470A
773404
752-5580-9
6301-MW14
Total/NA
Ground Water
7470A
773404
752-5580-10
6301-MW18
Total/NA
Ground Water
7470A
773404
752-5580-11
6301-MW19
Total/NA
Ground Water
7470A
773404
752-5580-12
6301-MW6
Total/NA
Ground Water
7470A
773404
752-5580-13
6301-MW7
Total/NA
Ground Water
7470A
773404
752-5580-14
6301-MW8
Total/NA
Ground Water
7470A
773404
752-5580-15
6301-MW9
Total/NA
Ground Water
7470A
773404
752-5580-16
6301-MW15R
Total/NA
Ground Water
7470A
773404
752-5580-17
6301-SW1
Total/NA
Surface Water
7470A
773404
MB 680-773404/1-A
Method Blank
Total/NA
Water
7470A
773404
LCS 680-773404/2-A
Lab Control Sample
Total/NA
Water
7470A
773404
752-5580-1 MS
6301-MW5
Total/NA
Ground Water
7470A
773404
Eurofins Raleigh
Page 113 of 150 5/3/2023

QC Association Summary
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Metals (Continued)
Analysis Batch: 773701 (Continued)
Job ID: 752-5580-1
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1 MSD
6301-MW5
Total/NA
Ground Water
7470A
773404
Prep Batch: 773851
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-23
6301-Duplicate
Total/NA
Ground Water
7470A
MB 680-773851/12-A
Method Blank
Total/NA
Water
7470A
LCS 680-773851/13-A
Lab Control Sample
Total/NA
Water
7470A
Analysis Batch: 773925
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-7
6301-MW17S
Total Recoverable
Ground Water
6020B
773634
MB 680-773634/1-A
Method Blank
Total Recoverable
Water
6020B
773634
LCS 680-773634/2-A
Lab Control Sample
Total Recoverable
Water
6020B
773634
Analysis Batch: 774039
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-7
6301-MW17S
Total/NA
Ground Water
7470A
773646
752-5580-18
6301-SW2
Total/NA
Surface Water
7470A
773632
752-5580-19
6301-SW3
Total/NA
Surface Water
7470A
773632
752-5580-20
6301-SW4
Total/NA
Surface Water
7470A
773632
MB 680-773632/1-A
Method Blank
Total/NA
Water
7470A
773632
MB 680-773646/1-A
Method Blank
Total/NA
Water
7470A
773646
LCS 680-773632/2-A
Lab Control Sample
Total/NA
Water
7470A
773632
LCS 680-773646/2-A
Lab Control Sample
Total/NA
Water
7470A
773646
Analysis Batch: 774083
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-23
6301-Duplicate
Total/NA
Ground Water
7470A
773851
MB 680-773851/12-A
Method Blank
Total/NA
Water
7470A
773851
LCS 680-773851/13-A
Lab Control Sample
Total/NA
Water
7470A
773851
General Chemistry
Analysis Batch: 2284
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-5580-1
6301-MW5
Total/NA
Ground Water
SM 2540C
752-5580-2
6301-MW11SR
Total/NA
Ground Water
SM 2540C
752-5580-3
6301-MW4
Total/NA
Ground Water
SM 2540C
752-5580-4
6301-MW11DR
Total/NA
Ground Water
SM 2540C
752-5580-5
6301-MW13SR
Total/NA
Ground Water
SM 2540C
752-5580-6
6301-MW13DR
Total/NA
Ground Water
SM 2540C
752-5580-7
6301-MW17S
Total/NA
Ground Water
SM 2540C
752-5580-8
6301-MW17D
Total/NA
Ground Water
SM 2540C
752-5580-9
6301-MW14
Total/NA
Ground Water
SM 2540C
752-5580-10
6301-MW18
Total/NA
Ground Water
SM 2540C
752-5580-11
6301-MW19
Total/NA
Ground Water
SM 2540C
752-5580-23
6301-Duplicate
Total/NA
Ground Water
SM 2540C
MB 752-2284/1
Method Blank
Total/NA
Water
SM 2540C
LCS 752-2284/2
Lab Control Sample
Total/NA
Water
SM 2540C
752-5580-1 DU
6301-MW5
Total/NA
Ground Water
SM 2540C
752-5580-2 DU
6301-MW11SR
Total/NA
Ground Water
SM 2540C
Eurofins Raleigh
Page 114 of 150 5/3/2023

QC Association Summary
Client: S&ME, Inc.
Project/Site: Moore County Landfill
General Chemistry
Analysis Batch: 2300
Job ID: 752-5580-1
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1
6301-MW5
Total/NA
Ground Water
353.2
752-5580-2
6301-MW11SR
Total/NA
Ground Water
353.2
752-5580-3
6301-MW4
Total/NA
Ground Water
353.2
752-5580-12
6301-MW6
Total/NA
Ground Water
353.2
752-5580-13
6301-MW7
Total/NA
Ground Water
353.2
752-5580-14
6301-MW8
Total/NA
Ground Water
353.2
752-5580-15
6301-MW9
Total/NA
Ground Water
353.2
752-5580-16
6301-MW15R
Total/NA
Ground Water
353.2
MB 752-2300/11
Method Blank
Total/NA
Water
353.2
MB 752-2300/16
Method Blank
Total/NA
Water
353.2
LCS 752-2300/10
Lab Control Sample
Total/NA
Water
353.2
LCSD 752-2300/31
Lab Control Sample Dup
Total/NA
Water
353.2
752-5580-1 MS
6301-MW5
Total/NA
Ground Water
353.2
752-5580-1 MSD
6301-MW5
Total/NA
Ground Water
353.2
Analysis Batch: 2301
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1
6301-MW5
Total/NA
Ground Water
353.2
752-5580-2
6301-MW11SR
Total/NA
Ground Water
353.2
752-5580-3
6301-MW4
Total/NA
Ground Water
353.2
752-5580-12
6301-MW6
Total/NA
Ground Water
353.2
752-5580-13
6301-MW7
Total/NA
Ground Water
353.2
752-5580-14
6301-MW8
Total/NA
Ground Water
353.2
752-5580-15
6301-MW9
Total/NA
Ground Water
353.2
752-5580-16
6301-MW15R
Total/NA
Ground Water
353.2
MB 752-2301/21
Method Blank
Total/NA
Water
353.2
LCS 752-2301/22
Lab Control Sample
Total/NA
Water
353.2
Analysis Batch: 2351
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1
6301-MW5
Total/NA
Ground Water
Nitrate by calc
752-5580-2
6301-MW11SR
Total/NA
Ground Water
Nitrate by calc
752-5580-3
6301-MW4
Total/NA
Ground Water
Nitrate by calc
752-5580-12
6301-MW6
Total/NA
Ground Water
Nitrate by calc
752-5580-13
6301-MW7
Total/NA
Ground Water
Nitrate by calc
752-5580-14
6301-MW8
Total/NA
Ground Water
Nitrate by calc
752-5580-15
6301-MW9
Total/NA
Ground Water
Nitrate by calc
752-5580-16
6301-MW15R
Total/NA
Ground Water
Nitrate by calc
Analysis Batch: 773722
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
752-5580-1
6301-MW5
Total/NA
Ground Water
2320B-2011
752-5580-2
6301-MW11SR
Total/NA
Ground Water
2320B-2011
752-5580-4
6301-MW11DR
Total/NA
Ground Water
2320B-2011
752-5580-5
6301-MW13SR
Total/NA
Ground Water
2320B-2011
752-5580-6
6301-MW13DR
Total/NA
Ground Water
2320B-2011
752-5580-7
6301-MW17S
Total/NA
Ground Water
2320B-2011
752-5580-8
6301-MW17D
Total/NA
Ground Water
2320B-2011
752-5580-23
6301-Duplicate
Total/NA
Ground Water
2320B-2011
MB 680-773722/4
Method Blank
Total/NA
Water
2320B-2011
LCS 680-773722/6
Lab Control Sample
Total/NA
Water
2320B-2011
0
Eurofins Raleigh
Page 115 of 150 5/3/2023

QC Association Summary
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
General Chemistry (Continued)
Analysis Batch: 773722 (Continued)
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
LCSD 680-773722/31 Lab Control Sample Dup Total/NA Water 2320B-2011
Analysis Batch: 773723
Lab Sample ID
752-5580-3
752-5580-9
752-5580-10
752-5580-11
752-5580-12
752-5580-13
752-5580-14
752-5580-15
752-5580-16
MB 680-773723/4
LCS 680-773723/6
LCSD 680-773723/31
LLCS 680-773723/5
752-5580-13 DU
Analysis Batch: 773754
Lab Sample ID
752-5580-1
752-5580-2
752-5580-3
752-5580-4
752-5580-5
752-5580-6
752-5580-7
752-5580-8
752-5580-9
752-5580-10
752-5580-11
752-5580-12
752-5580-23
MB 680-773754/1
LCS 680-773754/2
LCSD 680-773754/3
752-5580-9 MS
752-5580-9 MSD
Analysis Batch: 773939
Client Sample ID
6301-M W4
6301-M W 14
6301-M W 18
6301-M W 19
6301-M W6
6301-M W7
6301-M W8
6301-M W9
6301-M W 15R
Method Blank
Lab Control Sample
Lab Control Sample Dup
Lab Control Sample
6301-M W7
Client Sample ID
6301-M W5
6301-M W 11 SR
6301-M W4
6301-M W 11 DR
6301-M W 13SR
6301-MW13DR
6301-M W 17S
6301-M W 17D
6301-M W 14
6301-M W 18
6301-M W 19
6301-M W6
6301-Duplicate
Method Blank
Lab Control Sample
Lab Control Sample Dup
6301-M W 14
6301-M W 14
Prep Type
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Prep Type
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Matrix
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Water
Water
Water
Water
Ground Water
Matrix
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Ground Water
Water
Water
Water
Ground Water
Ground Water
Method
2320B-2011
2320B-2011
2320B-2011
2320B-2011
2320B-2011
2320B-2011
2320B-2011
2320B-2011
2320B-2011
2320B-2011
2320B-2011
2320B-2011
2320B-2011
2320B-2011
Method
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
4500 S2 F-2011
Prep Batch
Prep Batch
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
752-5580-13
6301-MW7
Total/NA
Ground Water
4500 S2 F-2011
752-5580-14
6301-MW8
Total/NA
Ground Water
4500 S2 F-2011
752-5580-15
6301-MW9
Total/NA
Ground Water
4500 S2 F-2011
752-5580-16
6301-MW15R
Total/NA
Ground Water
4500 S2 F-2011
MB 680-773939/1
Method Blank
Total/NA
Water
4500 S2 F-2011
LCS 680-773939/2
Lab Control Sample
Total/NA
Water
4500 S2 F-2011
LCSD 680-773939/3
Lab Control Sample Dup
Total/NA
Water
4500 S2 F-2011
0
Page 116 of 150
Eurofins Raleigh
5/3/2023

QC Association Summary
Client: S&ME, Inc.
Project/Site: Moore County Landfill
General Chemistry
Analysis Batch: 774395
Lab Sample ID
Client Sample ID
752-5580-1
6301-M W5
752-5580-2
6301-M W 11 SR
752-5580-3
6301-M W4
752-5580-12
6301-M W6
752-5580-13
6301-M W7
752-5580-14
6301-M W8
752-5580-15
6301-M W9
752-5580-16
6301-M W 15R
MB 680-774395/2
Method Blank
LCS 680-774395/3
Lab Control Sample
LCSD 680-774395/4
Lab Control Sample Dup
Prep Batch: 774547
Lab Sample ID
Client Sample ID
752-5580-10
6301-M W 18
752-5580-11
6301-M W 19
Analysis Batch: 774629
Lab Sample ID
Client Sample ID
752-5580-10
6301-M W 18
752-5580-11
6301-M W 19
Job ID: 752-5580-1
Prep Type
Matrix
Method
Prep Batch
Total/NA
Ground Water
9060A
Total/NA
Ground Water
9060A
Total/NA
Ground Water
9060A
Total/NA
Ground Water
9060A
Total/NA
Ground Water
9060A
Total/NA
Ground Water
9060A
Total/NA
Ground Water
9060A
Total/NA
Ground Water
9060A
Total/NA
Water
9060A
Total/NA
Water
9060A
Total/NA
Water
9060A
Prep Type
Matrix
Method
Prep Batch
Total/NA
Ground Water
9012B
Total/NA
Ground Water
9012B
Prep Type
Matrix
Method
Prep Batch
C
Total/NA
Ground Water
9012B
774547
Total/NA
Ground Water
9012B
774547
Eurofins Raleigh
Page 117 of 150 5/3/2023

Lab Chronicle
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW5
Lab Sample ID: 752-5580-1
Date Collected: 04/11/23 11:25
Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
621586
AGW
EET PEN
04/20/23 16:20
Total/NA Analysis 8260D SIM 14D
1
774163
RKJ
EET SAV
04/19/23 12:39
Total/NA Prep RSK-175
365962
HQR6
ELLE
04/19/23 08:41
Total/NA Analysis RSK-175
1
365926
LXF2
ELLE
04/19/2310:09
Total/NA Prep RSK-175
367162
HQR6
ELLE
04/21/2310:20
Total/NA Analysis RSK-175
1
366975
LXF2
ELLE
04/21/2319:28
Total/NA Analysis 300.0-1993 R2.1
1
774737
GE
EET SAV
04/21/23 19:39
Total Recoverable Prep 3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable Analysis 6020B
1
773484
BWR
EET SAV
04/14/23 13:19 m
Total/NA Prep 7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA Analysis 7470A
1
773701
JKL
EET SAV
04/17/23 07:30
Total/NA Analysis 2320B-2011
1
773722
PG
EET SAV
04/14/23 18:15
Total/NA Analysis 353.2
1
2300
CB
EET ESC
04/12/23 16:03
Total/NA Analysis 353.2
1
2301
CB
EET ESC
04/14/23 10:44
Total/NA Analysis 4500 S2 F-2011
1
773754
JAS
EET SAV
04/17/23 13:18
Total/NA Analysis 9060A
1
774395
JU
EET SAV
04/20/23 04:41
Total/NA Analysis Nitrate by calc
1
2351
ME
EET ESC
04/21/23 14:55
Total/NA Analysis SM 2540C
1
2284
ME
EET ESC
04/17/23 13:16
Client Sample ID: 6301-MW11SR
Lab Sample ID: 752-5580-2
Date Collected: 04/11/23 12:50
Matrix: Ground Water
Date Received: 04/11/23 18:00
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA
Analysis
8260D
1
621586
AGW
EET PEN
04/20/23 16:46
Total/NA
Analysis
8260D SIM 14D
10
774163
RKJ
EET SAV
04/19/23 18:56
Total/NA
Prep
RSK-175
DL
367840
HQR6
ELLE
04/24/2314:05
Total/NA
Analysis
RSK-175
DL 20
368119
WN70
ELLE
04/25/2317:26
Total/NA
Prep
RSK-175
365962
HQR6
ELLE
04/19/23 08:41
Total/NA
Analysis
RSK-175
1
365926
LXF2
ELLE
04/19/2310:17
Total/NA
Prep
RSK-175
367162
HQR6
ELLE
04/21/2310:20
Total/NA
Analysis
RSK-175
1
366975
LXF2
ELLE
04/21/2319:45
Total/NA
Analysis
300.0-1993 R2.1
1
774737
GE
EET SAV
04/21/23 19:52
Total Recoverable
Prep
3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable
Analysis
6020B
1
773484
BWR
EET SAV
04/14/23 13:31
Total/NA
Prep
7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA
Analysis
7470A
1
773701
JKL
EET SAV
04/17/23 07:35
Total/NA
Analysis
2320B-2011
1
773722
PG
EET SAV
04/14/23 18:29
Total/NA
Analysis
353.2
1
2300
CB
EET ESC
04/12/23 16:06
Total/NA
Analysis
353.2
1
2301
CB
EET ESC
04/14/23 10:45
Total/NA
Analysis
4500 S2 F-2011
1
773754
JAS
EET SAV
04/17/23 13:18
Total/NA
Analysis
9060A
1
774395
JU
EET SAV
04/20/23 04:56
Eurofins Raleigh
Page 118 of 150 5/3/2023

Lab Chronicle
Client: S&ME, Inc.
Project/Site: Moore County Landfill
F
Job ID: 752-5580-1
Client Sample ID: 6301-MW11SR Lab Sample ID: 752-5580-2
Date Collected: 04/11/23 12:50 Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch Batch
Prep Type Type Method Run
Total/NA Analysis Nitrate by calc
Total/NA Analysis SM 2540C
Client Sample ID: 6301-MW4
Date Collected: 04/11/23 10:00
Date Received: 04/11/23 18:00
Batch
Batch
Prep Type
Type
Method
Total/NA
Analysis
8260D
Total/NA
Analysis
8260D SIM 14D
Total/NA
Prep
RSK-175
Total/NA
Analysis
RSK-175
Total/NA
Prep
RSK-175
Total/NA
Analysis
RSK-175
Total/NA
Analysis
300.0-1993 R2.1
Total Recoverable
Prep
3005A
Total Recoverable
Analysis
6020B
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
4500 S2 F-2011
Total/NA
Analysis
9060A
Total/NA
Analysis
Nitrate by calc
Total/NA
Analysis
SM 2540C
Client Sample ID: 6301-MW11DR
Date Collected: 04/10/23 15:05
Date Received: 04/11/23 18:00
Dilution Batch Prepared
Factor Number Analyst Lab or Analyzed
1 2351 ME EET ESC 04/21/23 14:55
1 2284 ME EET ESC 04/17/23 13:16
Lab Sample ID: 752-5580-3
Matrix: Ground Water
Dilution
Batch
L
Prepared
Run Factor
Number
Analyst
Lab
or Analyzed
1
621586
AGW
EET PEN
04/20/23 17:13
1
774163
RKJ
EET SAV
04/19/23 13:06 m
365962
HQR6
ELLE
04/19/23 08:41
1
365926
LXF2
ELLE
04/19/2310:46
367162
HQR6
ELLE
04/21/2310:20
1
366975
LXF2
ELLE
04/21/23 20:02
1
774737
GE
EET SAV
04/21/23 20:05
773252
RR
EET SAV
04/14/23 05:50
1
773484
BWR
EET SAV
04/14/23 13:35
773404
JKL
EET SAV
04/14/23 13:54
1
773701
JKL
EET SAV
04/17/23 07:37
1
773723
PG
EET SAV
04/14/23 22:11
1
2300
CB
EET ESC
04/12/23 16:08
1
2301
CB
EET ESC
04/14/23 10:47
1
773754
JAS
EET SAV
04/17/23 13:18
1
774395
JU
EET SAV
04/20/23 05:15
1
2351
ME
EET ESC
04/21/23 14:55
1
2284
ME
EET ESC
04/17/23 13:16
Lab Sample ID: 752-5580-4
Matrix: Ground Water
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA
Analysis
8260D
1
621586
AGW
EET PEN
04/20/23 17:39
Total/NA
Analysis
8260D SIM 14D
1
774163
RKJ
EET SAV
04/19/23 13:33
Total/NA
Analysis
300.0-1993 R2.1
1
774737
GE
EET SAV
04/21/23 20:18
Total Recoverable
Prep
3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable
Analysis
6020B
1
773484
BWR
EET SAV
04/14/23 13:39
Total/NA
Prep
7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA
Analysis
7470A
1
773701
JKL
EET SAV
04/17/23 07:38
Total/NA
Analysis
2320B-2011
1
773722
PG
EET SAV
04/14/23 18:40
Total/NA
Analysis
4500 S2 F-2011
1
773754
JAS
EET SAV
04/17/23 13:18
Total/NA
Analysis
SM 2540C
1
2284
ME
EET ESC
04/17/23 13:16
Page 119 of 150
Eurofins Raleigh
5/3/2023

Lab Chronicle
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW13SR
Lab Sample ID: 752-5580-5
Date Collected: 04/10/23 13:45
Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
621586
AGW
EET PEN
04/20/23 18:06
Total/NA Analysis 8260D SIM 14D
1
774163
RKJ
EET SAV
04/19/23 14:00
Total/NA Analysis 300.0-1993 R2.1
1
774737
GE
EET SAV
04/21/23 20:31
Total Recoverable Prep 3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable Analysis 6020B
1
773484
BWR
EET SAV
04/14/23 13:43
Total/NA Prep 7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA Analysis 7470A
1
773701
JKL
EET SAV
04/17/23 07:40
Total/NA Analysis 2320B-2011
1
773722
PG
EET SAV
04/14/23 17:57
Total/NA Analysis 4500 S2 F-2011
1
773754
JAS
EET SAV
04/17/23 13:18 m
Total/NA Analysis SM 2540C
1
2284
ME
EET ESC
04/17/23 13:16
Client Sample ID: 6301-MW13DR
Lab Sample ID: 752-5580-6
Date Collected: 04/10/23 12:35
Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch Batch
Dilution
Batch
Prepared C
Prep Type Type Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
621586
AGW
EET PEN
04/20/23 18:32
Total/NA Analysis 8260D SIM 14D
1
774163
RKJ
EET SAV
04/19/23 14:27
Total/NA Analysis 300.0-1993 R2.1
1
774737
GE
EET SAV
04/21/23 22:17
Total Recoverable Prep 3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable Analysis 6020B
1
773484
BWR
EET SAV
04/14/23 13:47
Total/NA Prep 7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA Analysis 7470A
1
773701
JKL
EET SAV
04/17/23 07:41
Total/NA Analysis 2320B-2011
1
773722
PG
EET SAV
04/14/23 18:54
Total/NA Analysis 4500 S2 F-2011
1
773754
JAS
EET SAV
04/17/23 13:18
Total/NA Analysis SM 2540C
1
2284
ME
EET ESC
04/17/23 13:16
Client Sample ID: 6301-MW17S
Lab Sample ID: 752-5580-7
Date Collected: 04/10/23 11:20
Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
621586
AGW
EET PEN
04/20/23 18:59
Total/NA Analysis 8260D SIM 14D
1
774163
RKJ
EET SAV
04/19/23 14:54
Total/NA Analysis 300.0-1993 R2.1
1
774737
GE
EET SAV
04/21/23 22:30
Total Recoverable Prep 3005A
773634
RR
EET SAV
04/17/23 05:59
Total Recoverable Analysis 6020B
1
773925
BWR
EET SAV
04/17/23 14:13
Total/NA Prep 7470A
773646
JKL
EET SAV
04/17/23 09:29
Total/NA Analysis 7470A
1
774039
JKL
EET SAV
04/17/23 18:41
Total/NA Analysis 2320B-2011
1
773722
PG
EET SAV
04/14/23 18:46
Total/NA Analysis 4500 S2 F-2011
1
773754
JAS
EET SAV
04/17/23 13:18
Total/NA Analysis SM 2540C
1
2284
ME
EET ESC
04/17/23 13:16
Eurofins Raleigh
Page 120 of 150 5/3/2023

Lab Chronicle
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW17D
Lab Sample ID: 752-5580-8
Date Collected: 04/10/23 10:00
Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
621586
AGW
EET PEN
04/20/23 19:26
Total/NA Analysis 8260D SIM 14D
1
774163
RKJ
EET SAV
04/19/23 15:21
Total/NA Analysis 300.0-1993 R2.1
1
774737
GE
EET SAV
04/21/23 22:43
Total Recoverable Prep 3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable Analysis 6020B
1
773484
BWR
EET SAV
04/14/23 13:59
Total/NA Prep 7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA Analysis 7470A
1
773701
JKL
EET SAV
04/17/23 07:46
Total/NA Analysis 2320B-2011
1
773722
PG
EET SAV
04/14/23 19:04
Total/NA Analysis 4500 S2 F-2011
1
773754
JAS
EET SAV
04/17/23 13:18 m
Total/NA Analysis SM 2540C
1
2284
ME
EET ESC
04/17/23 13:16
Client Sample ID: 6301-MW14
Lab Sample ID: 752-5580-9
Date Collected: 04/10/23 15:20
Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch Batch
Dilution
Batch
Prepared C
Prep Type Type Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
621586
AGW
EET PEN
04/20/23 19:52
Total/NA Analysis 8260D SIM 14D
10
774163
RKJ
EET SAV
04/19/23 19:23
Total/NA Analysis 300.0-1993 R2.1
1
774737
GE
EET SAV
04/21/23 22:56
Total Recoverable Prep 3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable Analysis 6020B
1
773484
BWR
EET SAV
04/14/23 14:03
Total/NA Prep 7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA Analysis 7470A
1
773701
JKL
EET SAV
04/17/23 07:48
Total/NA Analysis 2320B-2011
1
773723
PG
EET SAV
04/14/23 22:04
Total/NA Analysis 4500 S2 F-2011
1
773754
JAS
EET SAV
04/17/23 13:18
Total/NA Analysis SM 2540C
1
2284
ME
EET ESC
04/17/23 13:16
Client Sample ID: 6301-MW18
Lab Sample ID: 752-5580-10
Date Collected: 04/10/23 12:15
Matrix: Ground Water
Date Received: 04/11/23 18:00
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA
Analysis
8260D
1
621586
AGW
EET PEN
04/20/23 20:19
Total/NA
Analysis
8260D SIM 14D
10
774163
RKJ
EET SAV
04/19/23 19:50
Total/NA
Prep
3520C
773551
IR
EET SAV
04/15/23 21:15
Total/NA
Analysis
8270E
1
774506
T1 C
EET SAV
04/20/23 23:43
Total/NA
Prep
3510C
773185
MR
EET SAV
04/13/23 14:43
Total/NA
Analysis
8081 B/8082A
1
773504
GEM
EET SAV
04/15/23 22:34
Total/NA
Prep
8151A
773322
KD
EET SAV
04/14/23 09:30
Total/NA
Analysis
8151A
1
773745
DBM
EET SAV
04/17/23 21:47
Total/NA
Analysis
300.0-1993 R2.1
1
774737
GE
EET SAV
04/21/23 23:09
Total Recoverable
Prep
3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable
Analysis
6020B
1
773484
BWR
EET SAV
04/14/23 14:16
Eurofins Raleigh
Page 121 of 150 5/3/2023

Lab Chronicle
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW18
Lab Sample ID: 752-5580-10
Date Collected: 04/10/23 12:15
Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA Prep 7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA Analysis 7470A
1
773701
JKL
EET SAV
04/17/23 07:49
Total/NA Analysis 2320B-2011
1
773723
PG
EET SAV
04/14/23 22:23
Total/NA Analysis 4500 S2 F-2011
1
773754
JAS
EET SAV
04/17/23 13:18
Total/NA Prep 9012B
774547
JAS
EET SAV
04/21/23 05:22
Total/NA Analysis 9012B
1
774629
JAS
EET SAV
04/21/23 09:11
Total/NA Analysis SM 2540C
1
2284
ME
EET ESC
04/17/23 13:16
Client Sample ID: 6301-MW19
Lab Sample ID: 752-5580-11
Date Collected: 04/10/23 10:15
Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch Batch
[Prep
Dilution
Batch
Prepared
Type Type Method
Run Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
621730
AGW
EET PEN
04/21/23 14:42
Total/NA Analysis 8260D SIM 14D
10
774163
RKJ
EET SAV
04/19/23 20:17
Total/NA Prep 3520C
773551
IR
EET SAV
04/15/23 21:15
Total/NA Analysis 8270E
1
774506
T1C
EET SAV
04/21/23 00:06
Total/NA Prep 3510C
773185
MR
EET SAV
04/13/23 14:43
Total/NA Analysis 8081 B/8082A
1
773504
GEM
EET SAV
04/15/23 22:48
Total/NA Prep 8151A
773322
KD
EET SAV
04/14/23 09:30
Total/NA Analysis 8151A
1
773745
DBM
EET SAV
04/17/23 22:08
Total/NA Analysis 300.0-1993 R2.1
1
774737
GE
EET SAV
04/21/23 23:22
Total Recoverable Prep 3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable Analysis 6020B
1
773484
BWR
EET SAV
04/14/23 14:20
Total/NA Prep 7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA Analysis 7470A
1
773701
JKL
EET SAV
04/17/23 07:51
Total/NA Analysis 2320B-2011
1
773723
PG
EET SAV
04/14/23 22:33
Total/NA Analysis 4500 S2 F-2011
1
773754
JAS
EET SAV
04/17/23 13:18
Total/NA Prep 9012B
774547
JAS
EET SAV
04/21/23 05:22
Total/NA Analysis 9012B
1
774629
JAS
EET SAV
04/21/23 09:12
Total/NA Analysis SM 2540C
1
2284
ME
EET ESC
04/17/23 13:16
Client Sample ID: 6301-MW6
Lab Sample ID: 752-5580-12
Date Collected: 04/11/23 08:30
Matrix: Ground Water
Date Received: 04/11/23 18:00
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA
Analysis
8260D
1
621730
AGW
EET PEN
04/21/23 15:08
Total/NA
Analysis
8260D SIM 14D
1
774163
RKJ
EET SAV
04/19/23 15:48
Total/NA
Prep
RSK-175
DL
367840
HQR6
ELLE
04/24/2314:05
Total/NA
Analysis
RSK-175
DL 20
368119
WN70
ELLE
04/25/2317:57
Total/NA
Prep
RSK-175
365962
HQR6
ELLE
04/19/23 08:41
Total/NA
Analysis
RSK-175
1
365926
LXF2
ELLE
04/19/2310:53
Eurofins Raleigh
Page 122 of 150 5/3/2023

Lab Chronicle
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Client Sample ID: 6301-MW6 Lab Sample ID: 752-5580-12
Date Collected: 04/11/23 08:30 Matrix: Ground Water
Date Received: 04/11/23 18:00
Prep Type
Total/NA
Total/NA
Total/NA
Total Recoverable
Total Recoverable
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Total/NA
Batch
Type
Prep
Analysis
Analysis
Prep
Analysis
Prep
Analysis
Analysis
Analysis
Analysis
Analysis
Analysis
Analysis
Batch
Method
RSK-175
RSK-175
300.0-1993 R2.1
3005A
6020B
7470A
7470A
2320B-2011
353.2
353.2
4500 S2 F-2011
9060A
Nitrate by calc
Client Sample ID: 6301-MW7
Date Collected: 04/11/23 14:30
Date Received: 04/11/23 18:00
Dilution
Run Factor
I
0
1
1
1
1
1
1
1
Batch
Number Analyst
367162 HQR6
366975 LXF2
774737 GE
773252 RR
773484 BWR
773404 JKL
773701 JKL
773723 PG
2300 CB
2301 CB
773754 JAS
774395 JU
2351 ME
Lab
ELLE
ELLE
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET SAV
EET ESC
EET ESC
EET SAV
EET SAV
EET ESC
Prepared
or Analyzed
04/21/23 10:20
04/21/23 20:19
04/21/23 23:35
04/14/23 05:50
04/14/23 14:24
04/14/23 13:54
04/17/23 07:52
04/14/23 21:53
04/12/23 16:09
04/14/23 10:49
04/17/23 13:18
04/20/23 05:32
04/21/23 14:55
Lab Sample ID: 752-5580-13 C
Matrix: Ground Water
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA
Analysis
8260D
1
621730
AGW
EET PEN
04/21/23 10:43
Total/NA
Analysis
8260D SIM 14D
1
774163
RKJ
EET SAV
04/19/23 16:14
Total/NA
Prep
RSK-175
DL
367840
HQR6
ELLE
04/24/2314:05
Total/NA
Analysis
RSK-175
DL 50
368119
WN70
ELLE
04/25/2318:27
Total/NA
Prep
RSK-175
365962
HQR6
ELLE
04/19/23 08:41
Total/NA
Analysis
RSK-175
1
365926
LXF2
ELLE
04/19/2311:02
Total/NA
Prep
RSK-175
367162
HQR6
ELLE
04/21/2310:20
Total/NA
Analysis
RSK-175
1
366975
LXF2
ELLE
04/21/23 20:36
Total/NA
Analysis
300.0-1993 R2.1
2
774766
GE
EET SAV
04/22/23 02:26
Total Recoverable
Prep
3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable
Analysis
6020B
1
773484
BWR
EET SAV
04/14/23 14:28
Total/NA
Prep
7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA
Analysis
7470A
1
773701
JKL
EET SAV
04/17/23 07:54
Total/NA
Analysis
2320B-2011
1
773723
PG
EET SAV
04/14/23 21:14
Total/NA
Analysis
353.2
1
2300
CB
EET ESC
04/12/23 16:10
Total/NA
Analysis
353.2
1
2301
CB
EET ESC
04/14/23 10:51
Total/NA
Analysis
4500 S2 F-2011
1
773939
JAS
EET SAV
04/18/23 10:55
Total/NA
Analysis
9060A
1
774395
JU
EET SAV
04/20/23 05:50
Total/NA
Analysis
Nitrate by calc
1
2351
ME
EET ESC
04/21/23 14:55
Eurofins Raleigh
Page 123 of 150 5/3/2023

Lab Chronicle
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County
Landfill
Client Sample
ID: 6301-MW8
Lab Sample ID: 752-5580-14
Date Collected: 04/11/23
15:00
Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch
Batch
Dilution
Batch
Prepared
Prep Type
Type
Method
Run
Factor
Number
Analyst
Lab
or Analyzed
Total/NA
Analysis
8260D
1
621730
AGW
EET PEN
04/21/23 15:35
Total/NA
Analysis
8260D SIM 14D
1
774163
RKJ
EET SAV
04/19/23 16:41
Total/NA
Prep
RSK-175
DL
367840
HQR6
ELLE
04/24/2314:05
Total/NA
Analysis
RSK-175
DL
20
368119
WN70
ELLE
04/25/2319:29
Total/NA
Prep
RSK-175
365962
HQR6
ELLE
04/19/23 08:41
Total/NA
Analysis
RSK-175
1
365926
LXF2
ELLE
04/19/2311:09
Total/NA
Prep
RSK-175
367162
HQR6
ELLE
04/21/2310:20
Total/NA
Analysis
RSK-175
1
366975
LXF2
ELLE
04/21/23 20:53
Total/NA
Analysis
300.0-1993 R2.1
1
774766
GE
EET SAV
04/22/23 02:40 m
Total Recoverable
Prep
3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable
Analysis
6020B
1
773484
BWR
EET SAV
04/14/23 14:32
Total/NA
Prep
7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA
Analysis
7470A
1
773701
JKL
EET SAV
04/17/23 07:55
Total/NA
Analysis
2320B-2011
1
773723
PG
EET SAV
04/14/23 21:34
Total/NA
Analysis
353.2
1
2300
CB
EET ESC
04/12/23 16:11
Total/NA
Analysis
353.2
1
2301
CB
EET ESC
04/14/23 10:53
Total/NA
Analysis
4500 S2 F-2011
1
773939
JAS
EET SAV
04/18/23 10:55
Total/NA
Analysis
9060A
1
774395
JU
EET SAV
04/20/23 06:07
Total/NA
Analysis
Nitrate by calc
1
2351
ME
EET ESC
04/21/23 14:55
Client Sample
ID: 6301-MW9
Lab Sample ID: 752-5580-15
Date Collected: 04/11/23
12:30
Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch
Batch
Dilution
Batch
Prepared
Prep Type
Type
Method
Run
Factor
Number
Analyst
Lab
or Analyzed
Total/NA
Analysis
8260D
1
621730
AGW
EET PEN
04/21/23 16:02
Total/NA
Analysis
8260D SIM 14D
10
774163
RKJ
EET SAV
04/19/23 20:44
Total/NA
Prep
RSK-175
DL
367840
HQR6
ELLE
04/24/2314:05
Total/NA
Analysis
RSK-175
DL
20
368119
WN70
ELLE
04/25/2319:59
Total/NA
Prep
RSK-175
365962
HQR6
ELLE
04/19/23 08:41
Total/NA
Analysis
RSK-175
1
365926
LXF2
ELLE
04/19/2311:17
Total/NA
Prep
RSK-175
367162
HQR6
ELLE
04/21/2310:20
Total/NA
Analysis
RSK-175
1
366975
LXF2
ELLE
04/21/23 21:09
Total/NA
Analysis
300.0-1993 R2.1
5
774766
GE
EET SAV
04/22/23 02:53
Total Recoverable
Prep
3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable
Analysis
6020B
1
773484
BWR
EET SAV
04/14/23 14:36
Total/NA
Prep
7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA
Analysis
7470A
1
773701
JKL
EET SAV
04/17/23 07:57
Total/NA
Analysis
2320E-2011
1
773723
PG
EET SAV
04/14/23 22:51
Total/NA
Analysis
353.2
1
2300
CB
EET ESC
04/12/23 16:12
Total/NA
Analysis
353.2
1
2301
CB
EET ESC
04/14/23 10:54
Total/NA
Analysis
4500 S2 F-2011
1
773939
JAS
EET SAV
04/18/23 10:55
Total/NA
Analysis
9060A
1
774395
JU
EET SAV
04/20/23 06:24
Eurofins Raleigh
Page 124 of 150
5/3/2023

Lab Chronicle
Client: S&ME, Inc.
Project/Site: Moore County Landfill
F
Job ID: 752-5580-1
Client Sample ID: 6301-MW9 Lab Sample ID: 752-5580-15
Date Collected: 04/11/23 12:30 Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch
Batch
Prep Type
Type
Method
Total/NA
Analysis
Nitrate by calc
Client Sample ID: 6301-MW15R
Date Collected: 04/11/23 10:45
Date Received: 04/11/23 18:00
Batch
Batch
Prep Type
Type
Method
Total/NA
Analysis
8260D
Total/NA
Analysis
8260D SIM 14D
Total/NA
Prep
RSK-175
Total/NA
Analysis
RSK-175
Total/NA
Prep
RSK-175
Total/NA
Analysis
RSK-175
Total/NA
Prep
RSK-175
Total/NA
Analysis
RSK-175
Total/NA
Analysis
300.0-1993 R2.1
Total Recoverable
Prep
3005A
Total Recoverable
Analysis
6020B
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
4500 S2 F-2011
Total/NA
Analysis
9060A
Total/NA
Analysis
Nitrate by calc
Client Sample ID: 6301-SW1
Date Collected: 04/10/23 16:25
Date Received: 04/11/23 18:00
Dilution Batch Prepared
Run Factor Number Analyst Lab or Analyzed
1 2351 ME EET ESC 04/21/23 14:55
Lab Sample ID: 752-5580-16
Matrix: Ground Water
Dilution
Batch
Prepared
Run Factor
Number
Analyst
Lab
or Analyzed
1
621730
AGW
EET PEN
04/21/23 16:28
1
774163
RKJ
EET SAV
04/19/23 17:08
DL
367840
HQR6
ELLE
04/24/2314:05
DL 10
368119
WN70
ELLE
04/25/23 20:15
365962
HQR6
ELLE
04/19/23 08:41
1
365926
LXF2
ELLE
04/19/2311:25
367162
HQR6
ELLE
04/21/2310:20
1
366975
LXF2
ELLE
04/21/23 21:30
1
774766
GE
EET SAV
04/22/23 03:06
773252
RR
EET SAV
04/14/23 05:50
1
773484
BWR
EET SAV
04/14/23 14:48
773404
JKL
EET SAV
04/14/23 13:54
1
773701
JKL
EET SAV
04/17/23 07:58
1
773723
PG
EET SAV
04/14/23 21:43
1
2300
CB
EET ESC
04/12/23 16:12
1
2301
CB
EET ESC
04/14/23 10:56
1
773939
JAS
EET SAV
04/18/23 10:55
1
774395
JU
EET SAV
04/20/23 06:43
1
2351
ME
EET ESC
04/21/23 14:55
Lab Sample ID: 752-5580-17
Matrix: Surface Water
Prep Type
Batch
Type
Batch
Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA
Analysis
8260D
1
621730
AGW
EET PEN
04/21/23 16:55
Total/NA
Analysis
8260D SIM 14D
1
774163
RKJ
EET SAV
04/19/23 17:35
Total Recoverable
Prep
3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable
Analysis
6020B
1
773484
BWR
EET SAV
04/14/23 14:52
Total/NA
Prep
7470A
773404
JKL
EET SAV
04/14/23 13:54
Total/NA
Analysis
7470A
1
773701
JKL
EET SAV
04/17/23 08:00
Eurofins Raleigh
Page 125 of 150 5/3/2023

Lab Chronicle
Client: S&ME, Inc.
Job ID: 752-5580-1
Project/Site: Moore County Landfill
Client Sample ID: 6301-SW2
Lab Sample ID: 752-5580-18
Date Collected: 04/10/23 17:25
Matrix: Surface Water
Date Received: 04/11/23 18:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run
Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
621730
AGW
EET PEN
04/21/23 17:21
Total/NA Analysis 8260D SIM 14D
1
774163
RKJ
EET SAV
04/19/23 18:02
Total Recoverable Prep 3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable Analysis 6020B
1
773484
BWR
EET SAV
04/14/23 14:56
Total/NA Prep 7470A
773632
JKL
EET SAV
04/17/23 08:07
Total/NA Analysis 7470A
1
774039
JKL
EET SAV
04/17/23 18:01
Client Sample ID: 6301-SW3
Lab Sample ID: 752-5580-19
Date Collected: 04/10/23 16:40
Matrix: Surface Water
Date Received: 04/11/23 18:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run
Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
621730
AGW
EET PEN
04/21/23 17:48
Total/NA Analysis 8260D SIM 14D
1
774163
RKJ
EET SAV
04/19/23 18:29
Total Recoverable Prep 3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable Analysis 6020B
1
773484
BWR
EET SAV
04/14/23 15:00
Total/NA Prep 7470A
773632
JKL
EET SAV
04/17/23 08:07
Total/NA Analysis 7470A
1
774039
JKL
EET SAV
04/17/23 18:02
Client Sample ID: 6301-SW4
Lab Sample ID: 752-5580-20
Date Collected: 04/10/23 17:00
Matrix: Surface Water
Date Received: 04/11/23 18:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run
Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
621730
AGW
EET PEN
04/21/23 18:15
Total/NA Analysis 8260D SIM 14D
10
774163
RKJ
EET SAV
04/19/23 21:11
Total Recoverable Prep 3005A
773252
RR
EET SAV
04/14/23 05:50
Total Recoverable Analysis 6020B
1
773484
BWR
EET SAV
04/14/23 14:12
Total/NA Prep 7470A
773632
JKL
EET SAV
04/17/23 08:07
Total/NA Analysis 7470A
1
774039
JKL
EET SAV
04/17/23 18:04
Client Sample ID: 6301-Field Blank
Lab Sample ID: 752-5580-21
Date Collected: 04/10/23 16:00
Matrix: Water
Date Received: 04/11/23 18:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run
Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
621730
AGW
EET PEN
04/21/23 13:48
Total/NA Analysis 8260D SIM 14D
1
773911
RKJ
EET SAV
04/18/23 13:12
Client Sample ID: 6301-Trip Blank
Lab Sample ID: 752-5580-22
Date Collected: 04/10/23 07:00
Matrix: Water
Date Received: 04/11/23 18:00
Batch Batch
Dilution
Batch
Prepared
Prep Type Type Method
Run
Factor
Number
Analyst
Lab
or Analyzed
Total/NA Analysis 8260D
1
621730
AGW
EET PEN
04/21/23 14:15
Eurofins Raleigh
Page 126 of 150 5/3/2023

Lab Chronicle
Client: S&ME, Inc.
Project/Site: Moore County Landfill
F
Job ID: 752-5580-1
Client Sample ID: 6301-Duplicate Lab Sample ID: 752-5580-23
Date Collected: 04/10/23 07:00 Matrix: Ground Water
Date Received: 04/11/23 18:00
Batch Batch Dilution Batch
Prepared
Prep Type Type Method Run Factor Number Analyst
Lab
or Analyzed
Total/NA Analysis 8260D 1 621730 AGW
EET PEN
04/21/23 18:41
Total/NA Analysis 8260D SIM 14D 10 773911 RKJ
EET SAV
04/18/23 16:21
Total/NA Analysis 300.0-1993 R2.1 1 774766 GE
EET SAV
04/22/23 03:19
Total/NA Prep 7470A 773851 JKL
EET SAV
04/18/23 06:47
Total/NA Analysis 7470A 1 774083 JKL
EET SAV
04/18/23 13:54
Total/NA Analysis 2320B-2011 1 773722 PG
EET SAV
04/14/23 18:09
Total/NA Analysis 4500 S2 F-2011 1 773754 JAS
EET SAV
04/17/23 13:18
Total/NA Analysis SM 2540C 1 2284 ME
EET ESC
04/17/23 13:16
Laboratory References:
EET ESC = Eurofins Raleigh, 102-A Woodwinds Industrial Court, Cary, NC 27511, TEL [phone]
EET PEN = Eurofins Pensacola, 3355 McLemore Drive, Pensacola, FL 32514, TEL [phone]
EET SAV = Eurofins Savannah, 5102 LaRoche Avenue, Savannah, GA 31404, TEL [phone]
ELLE = Eurofins Lancaster Laboratories Environment Testing, LLC, 2425 New Holland Pike, Lancaster, PA 17601, TEL [phone]
Page 127 of 150
Eurofins Raleigh
5/3/2023

Accreditation/Certification Summary
Client: S&ME, Inc.
Project/Site: Moore County Landfill
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
Job ID: 752-5580-1
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
Nitrate by calc Ground Water Nitrate as N
Laboratory: Eurofins Lancaster Laboratories Environment Testing, LLC
All accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority
Program
Identification Number
Expiration Date
A21-A
Dept. of Defense ELAP
0001.01
11-30-24
A21-A
ISO/IEC 17025
0001.01
11-30-24
Alaska
State
PA00009
06-30-23
Alaska (UST)
State
17-027
02-28-24
Arizona
State
AZ0780
03-12-24
Arkansas DEQ
State
88-00660
08-09-23
California
State
2792
11-30-23
Colorado
State
PA00009
06-30-23
Connecticut
State
PH-0746
06-30-23
DE Haz. Subst. Cleanup Act (HSCA)
State
019-006 (PA cert)
01-31-24
Delaware (DW)
State
N/A
01-31-24
Florida
NELAP
E87997
07-02-23
Georgia (DW)
State
C048
01-31-24
Hawaii
State
N/A
01-31-24
Illinois
NELAP
200027
01-31-24
Iowa
State
361
03-01-24
Kansas
NELAP
E-10151
10-31-23
Kentucky (DW)
State
KY90088
12-31-23
Kentucky (UST)
State
0001.01
11-30-24
Kentucky (WW)
State
KY90088
12-31-23
Louisiana (All)
NELAP
02055
06-30-23
Maine
State
2019012
03-12-25
Maryland
State
100
06-30-23
Massachusetts
State
M-PA009
06-30-23
Michigan
State
9930
01-31-24
Minnesota
NELAP
042-999-487
12-31-23
Mississippi
State
023
01-31-24
Missouri
State
450
01-31-25
Montana (DW)
State
0098
01-01-24
Nebraska
State
NE-OS-32-17
01-31-24
New Hampshire
NELAP
2730
01-10-24
New Jersey
NELAP
PA011
06-30-23
New York
NELAP
10670
04-01-24
North Carolina (DW)
State
42705
07-31-23
North Carolina (WW/SW)
State
521
12-31-23
North Dakota
State
R-205
01-31-24
Oklahoma
NELAP
R-205
08-31-23
Oregon
NELAP
PA200001
09-11-23
PALA
Canada
1978
09-16-24
Pennsylvania
NELAP
36-00037
01-31-24
Eurofins Raleigh
Page 128 of 150 5/3/2023

Accreditation/Certification Summary
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Laboratory: Eurofins Lancaster Laboratories Environment Testing, LLC (Continued)
All accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority
Program
Rhode Island
State
South Carolina
State
Tennessee
State
Texas
NELAP
USDA
US Federal Programs
Vermont
State
Virginia
NELAP
West Virginia (DW)
State
West Virginia DEP
State
Wyoming
State
Wyoming (UST)
A21-A
Identification Number Expiration Date
LAO00338
12-31-23
89002
01-31-24
02838
01-31-24
T104704194-22-45
08-31-23
525-22-298-19481
10-25-2 5
VT - 36037
10-28-23
460182
06-14-23
9906 C
12-31-23
055
07-31-23
8TMS-L
01-31-24
0001.01
11-30-24
Laboratory: Eurofins Pensacola
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
40150
06-30-23
ANAB
ISO/IEC 17025
L2471
02-22-26
Arkansas DEQ
State
88-0689
09-01-23
California
State
2510
06-30-23
Florida
NELAP
E81010
06-30-23
Georgia
State
E81010(FL)
06-30-23
Illinois
NELAP
200041
10-09-23
Kansas
NELAP
E-10253
10-31-23
Kentucky (UST)
State
53
06-30-23
Louisiana (All)
NELAP
30976
06-30-23
Louisiana (DW)
State
LA017
12-31-23
Maryland
State
233
09-30-23
Michigan
State
9912
06-30-23
North Carolina (WW/SW)
State
314
12-31-23
Oklahoma
NELAP
9810
08-31-23
Pennsylvania
NELAP
68-00467
01-31-24
South Carolina
State
96026
06-30-23
Tennessee
State
TN02907
06-30-23
Texas
NELAP
T104704286
09-30-23
US Fish & Wildlife
US Federal Programs
A22340
06-30-23
USDA
US Federal Programs
FLGNV23001
01-08-26
USDA
US Federal Programs
P330-21-00056
05-17-24
Virginia
NELAP
460166
06-14-23
West Virginia DEP
State
136
03-31-24
Laboratory: Eurofins Savannah
The accreditations/certifications listed below are applicable to this report.
Authority Program Identification Number Expiration Date
North Carolina (WW/SW) State 269 12-31-23
Eurofins Raleigh
Page 129 of 150 5/3/2023

Method Summary
Client: S&ME, Inc.
Project/Site: Moore County Landfill
Job ID: 752-5580-1
Method
Method Description
Protocol
Laboratory
8260D
Volatile Organic Compounds by GC/MS
SW846
EET PEN
8260D SIM 14D
Volatile Organic Compounds (GC/MS)
SW846
EET SAV
8270E
Semivolatile Organic Compounds (GC/MS)
SW846
EET SAV
RSK-175
Dissolved Gases (GC)
RSK
ELLE
8081 B/8082A
Organochlorine Pesticides and Polychlorinated Biphenyls by Gas Chromatography
SW846
EET SAV
8151A
Herbicides (GC)
SW846
EET SAV
300.0-1993 R2.1
Anions, Ion Chromatography
MCAWW
EET SAV
6020B
Metals (ICP/MS)
SW846
EET SAV
7470A
Mercury (CVAA)
SW846
EET SAV
2320B-2011
Alkalinity, Total
SM
EET SAV
353.2
Nitrogen, Nitrate -Nitrite
EPA
EET ESC
353.2
Nitrogen, Nitrite
EPA
EET ESC
4500 S2 F-2011
Sulfide, Total
SM
EET SAV
9012B
Cyanide, Total andorAmenable
SW846
EET SAV
9060A
Organic Carbon, Total (TOC)
SW846
EET SAV
Nitrate by calc
Nitrogen, Nitrate -Nitrite
SM
EET ESC
SM 2540C
Solids, Total Dissolved (TDS)
SM
EET ESC
3005A
Preparation, Total Recoverable or Dissolved Metals
SW846
EET SAV
3510C
Liquid -Liquid Extraction (Separatory Funnel)
SW846
EET SAV
3520C
Liquid -Liquid Extraction (Continuous)
SW846
EET SAV
5030C
Purge and Trap
SW846
EET PEN
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
RSK-175
Dissolved Gases Prep
RSK
ELLE
Protocol References:
EPA= US Environmental Protection Agency
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 ESC = Eurofins Raleigh, 102-A Woodwinds Industrial Court, Cary, NC 27511, TEL [phone]
EET PEN = Eurofins Pensacola, 3355 McLemore Drive, Pensacola, FL 32514, TEL [phone]
EET SAV = Eurofins Savannah, 5102 LaRoche Avenue, Savannah, GA 31404, TEL [phone]
ELLE = Eurofins Lancaster Laboratories Environment Testing, LLC, 2425 New Holland Pike, Lancaster, PA 17601, TEL [phone]
Eurofins Raleigh
Page 130 of 150 5/3/2023

Client: S&ME, Inc. Sample Summary Job ID: 752-5580-1
Project/Site: Moore County Landfill
Lab Sample ID
Client Sample ID
Matrix
Collected
Received
752-5580-1
6301-MW5
Ground Water
04/11/23 11:25
04/11/23 18:00
752-5580-2
6301-MW11SR
Ground Water
04/11/23 12:50
04/11/23 18:00
752-5580-3
6301-MW4
Ground Water
04/11/23 10:00
04/11/23 18:00
752-5580-4
6301-MW11DR
Ground Water
04/10/23 15:05
04/11/23 18:00
752-5580-5
6301-MW13SR
Ground Water
04/10/23 13:45
04/11/23 18:00
752-5580-6
6301-MW13DR
Ground Water
04/10/23 12:35
04/11/23 18:00
752-5580-7
6301-MW17S
Ground Water
04/10/23 11:20
04/11/23 18:00
752-5580-8
6301-MW17D
Ground Water
04/10/23 10:00
04/11/23 18:00
752-5580-9
6301-MW14
Ground Water
04/10/23 15:20
04/11/23 18:00
752-5580-10
6301-MW18
Ground Water
04/10/23 12:15
04/11/23 18:00
752-5580-11
6301-MW19
Ground Water
04/10/23 10:15
04/11/23 18:00
752-5580-12
6301-MW6
Ground Water
04/11/23 08:30
04/11/23 18:00
752-5580-13
6301-MW7
Ground Water
04/11/23 14:30
04/11/23 18:00
752-5580-14
6301-MW8
Ground Water
04/11/23 15:00
04/11/23 18:00
752-5580-15
6301-MW9
Ground Water
04/11/23 12:30
04/11/23 18:00
752-5580-16
6301-MW15R
Ground Water
04/11/23 10:45
04/11/23 18:00
752-5580-17
6301-SW1
Surface Water
04/10/23 16:25
04/11/23 18:00
752-5580-18
6301-SW2
Surface Water
04/10/23 17:25
04/11/23 18:00
752-5580-19
6301-SW3
Surface Water
04/10/23 16:40
04/11/23 18:00
752-5580-20
6301-SW4
Surface Water
04/10/23 17:00
04/11/23 18:00
752-5580-21
6301-Field Blank
Water
04/10/23 16:00
04/11/23 18:00
752-5580-22
6301-Trip Blank
Water
04/10/23 07:00
04/11/23 18:00
752-5580-23
6301-Duplicate
Ground Water
04/10/23 07:00
04/11/23 18:00
Page 131 of 150 Eurofins ftIM03

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Bechtold, Chad
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Since laboratory accreditations are subject to change, Eurofins Environment Testing Southeast, LLC places the ownership of method, analyte 6 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 anajysisltestsrmatrix 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 accretlitations 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)
Unconfimred
171Retum To Client Disposal By Lab Archive For Months
1
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Page 146 of 150
5/3/2023

Login Sample Receipt Checklist
Client: S&ME, Inc.
Job Number: 752-5580-1
Login Number: 5580
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
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 147 of 150 5/3/2023

Login Sample Receipt Checklist
Client: S&ME, Inc. Job Number: 752-5580-1
Login Number: 5580 List Source: Eurofins Lancaster Laboratories Environment Testing, LLC
List Number: 2 List Creation: 04/13/23 12:53 PM
Creator: Chambers, Haley
Question
Answer Comment
The cooler's custody seal is intact.
True Seals on cooler but date and time not filled out.
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True C
Cooler Temperature is acceptable (</=6C, not frozen).
True
Cooler Temperature is recorded.
True
WV: Container Temperature is acceptable (</=6C, not frozen).
N/A
WV: Container Temperature is recorded.
N/A
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
There are no discrepancies between the containers received and the COC.
True
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
There is sufficient vol. for all requested analyses.
True
Is the Field Sampler's name present on COC?
False Received project as a subcontract.
Sample custody seals are intact.
N/A
VOA sample vials do not have headspace >6mm in diameter (none, if from True
WV)?
Eurofins Raleigh
Page 148 of 150 5/3/2023

Client: S&ME, Inc.
Login Number: 5580
List Number: 4
Creator: Peckinpaugh, Marshall
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.
N/A
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
True
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
4.2°, 3.4°C IR8
Job Number: 752-5580-1
List Source: Eurofins Pensacola
List Creation: 04/19/23 10:16 AM
Eurofins Raleigh
Page 149 of 150 5/3/2023

Login Sample Receipt Checklist
Client: S&ME, Inc.
Job Number: 752-5580-1
Login Number: 5580
List Number: 3
Creator: Harmon, Christina
Question
List Source: Eurofins Savannah
List Creation: 04/13/23 01:22 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 150 of 150 5/3/2023

•
% eurofins
Environment Testing
ANALYTICAL REPORT C
PREPARED FOR
Attn: Mr. Edmund Henriques
S&ME Inc
8646 West Market Street C
Suite 105
Greensboro, North Carolina 27409
Generated 7/10/2023 3:13:30 PM
JOB DESCRIPTION
Moore County Landfill
JOB NUMBER
752-8910-1

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.
fJ Generated
�i 7/10/2023 3:13:30 PM
Authorized for release by
Chad Bechtold, Project Manager
Chad. Bechtold(d).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 22 7/10/2023

Client: S&ME Inc
Project/Site: Moore County Landfill
Table of Contents
Laboratory Job ID: 752-8910-1
Cover Page .............................................. 1
Table of Contents .........................................
3
Definitions/Glossary.......................................
4
Case Narrative ...........................................
5
Detection Summary ........................................
6
Client Sample Results ......................................
7
Surrogate Summary .......................................
10
QC Sample Results ........................................
11
QC Association Summary ...................................
16
Lab Chronicle ............................................
17
Certification Summary ......................................
18
Method Summary .........................................
19
Sample Summary .........................................
20
Chain of Custody ..........................................
21
Receipt Checklists .........................................
22
Page 3 of 22
Eurofins Raleigh
7/10/2023

Definitions/Glossary
Client: S&ME Inc Job ID: 752-8910-1
Project/Site: Moore County Landfill
Qualifiers
GC/MS VOA
Qualifier Qualifier Description
*+ LCS and/or LCSD is outside acceptance limits, high biased.
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
U Indicates the analyte was analyzed for but not detected.
Glossary
Abbreviation These commonly used abbreviations may or may not be present in this report.
c 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)
oil Fac Dilution Factor
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 Lever'
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
PRES 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
Eurofins Raleigh
Page 4 of 22 7/10/2023

Case Narrative
Client: S&ME Inc
Project/Site: Moore County Landfill
Job ID: 752-8910-1
Laboratory: Eurofins Raleigh
Narrative
Job Narrative
752-8910-1
Job ID: 752-8910-1
Receipt
The samples were received on 6/30/2023 9:30 AM. Unless otherwise noted below, the samples arrived in good condition, and, where
required, properly preserved and on ice. The temperature of the cooler at receipt time was 2.0°C
GC/MS VOA
Method 8260D: The method blank associated with analytical batch 752-3537 contained Acetone greater than one-half the reporting limit
(RL). The samples were not re -analyzed because the target compound was a non -detect in the samples.
Method 8260D: The laboratory control sample and/or the laboratory control sample duplicate (LCS/LCSD) for analytical batch 752-3537
recovered outside control limits for the following analyte: Acetone. (LCS 752-3537/5) and (LCSD 752-3537/6)
Method 8260D: The following samples were received preserved with hydrochloric acid : 6301-MW19 (752-8910-1) and 6301- Duplicate
(752-8910-2). The requested target analyte list includes Acrylonitrile, an acid -labile compound that degrades in an acidic medium.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page. C
Eurofins Raleigh
Page 5 of 22 7/10/20g3

Detection Summary
Client: S&ME Inc
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW19
CNo Detections.
Job ID: 752-8910-1
Lab Sample ID: 752-8910-1
Client Sample ID: 6301- Duplicate Lab Sample ID: 752-8910-2
CAnalyte Result Qualifier RL MDL Unit Dil Fac D Method Prep Type
Chloromethane 0.172 J 1.00 0.130 ug/L 1 8260D Total/NA
This Detection Summary does not include radiochemical test results.
Eurofins Raleigh
Page 6 of 22 7/10/2023

Client Sample Results
Client: S&ME Inc
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW19
Date Collected: 06/29/23 09:25
Date Received: 06/30/23 09:30
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result
Qualifier
RL
MDL
Unit
1, 1, 1,2-Tetrachloroethane
<0.170
U
1.00
0.170
ug/L
1, 1, 1 -Trichloroethane
<0.120
U
1.00
0.120
ug/L
1,1,2,2-Tetrachloroethane
<0.280
U
1.00
0.280
ug/L
1,1,2-Trichloroethane
<0.140
U
1.00
0.140
ug/L
1,1-Dichloroethane
<0.130
U
1.00
0.130
ug/L
1,1-Dichloroethene
<0.210
U
1.00
0.210
ug/L
1,2-Dibromo-3-Chloropropane
<0.480
U
1.00
0.480
ug/L
1,2-Dichlorobenzene
<0.190
U
1.00
0.190
ug/L
1,2-Dichloroethane
<0.210
U
1.00
0.210
ug/L
1,2-Dichloropropane
<0.100
U
1.00
0.100
ug/L
2-Butanone (MEK)
<10.0
U
20.0
10.0
ug/L
2-Hexanone
<0.880
U
5.00
0.880
ug/L
4-Methyl-2-pentanone (MIBK)
<1.10
U
5.00
1.10
ug/L
Acetone
<10.0
U *+
20.0
10.0
ug/L
Acrylonitrile
<3.50
U
10.0
3.50
ug/L
Benzene
<0.150
U
1.00
0.150
ug/L
Bromoform
<0.220
U
1.00
0.220
ug/L
Bromomethane
<0.140
U
1.00
0.140
ug/L
Carbon disulfide
<1.50
U
5.00
1.50
ug/L
Carbon tetrachloride
<0.170
U
1.00
0.170
ug/L
Chlorobenzene
<0.170
U
1.00
0.170
ug/L
Chloroethane
<0.230
U
1.00
0.230
ug/L
Chloroform
<0.180
U
1.00
0.180
ug/L
Chloromethane
<0.130
U
1.00
0.130
ug/L
cis-1,2-Dichloroethene
<0.150
U
1.00
0.150
ug/L
cis-1,3-Dichloropropene
<0.200
U
1.00
0.200
ug/L
Bromochloromethane
<0.480
U
1.00
0.480
ug/L
Dibromochloromethane
<0.170
U
1.00
0.170
ug/L
Bromodichloromethane
<0.170
U
1.00
0.170
ug/L
Ethylbenzene
<0.130
U
1.00
0.130
ug/L
Iodomethane
<1.70
U
5.00
1.70
ug/L
m-Xylene & p-Xylene
<0.170
U
2.00
0.170
ug/L
o-Xylene
<0.0650
U
1.00
0.0650
ug/L
Methylene Chloride
<0.230
U
1.00
0.230
ug/L
Styrene
<0.110
U
1.00
0.110
ug/L
Tetrachloroethene
<0.170
U
1.00
0.170
ug/L
Toluene
<0.140
U
1.00
0.140
ug/L
trans-1,2-Dichloroethene
<0.210
U
1.00
0.210
ug/L
trans-1,3-Dichloropropene
<0.150
U
1.00
0.150
ug/L
trans-1,4-Dichloro-2-butene
<0.700
U
1.00
0.700
ug/L
Trichloroethene
<0.150
U
1.00
0.150
ug/L
Vinyl acetate
<0.950
U
5.00
0.950
ug/L
Vinyl chloride
<0.320
U
1.00
0.320
ug/L
Xylenes, Total
<0.450
U
3.00
0.450
ug/L
Dibromomethane
<0.270
U
1.00
0.270
ug/L
1,2-Dibromoethane
<0.660
U
1.00
0.660
ug/L
1,4-Dichlorobenzene
<0.190
U
1.00
0.190
ug/L
Trichlorofluoromethane
<0.240
U
1.00
0.240
ug/L
1,2,3-Trichloropropane
<0.490
U
1.00
0.490
ug/L
Job ID: 752-8910-1
Lab Sample ID: 752-8910-1
Matrix: Water
D Prepared
Analyzed
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01/23 07:54
07/01/23 07:54
07/01/23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01/23 07:54
07/01/23 07:54
07/01/23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01/23 07:54
07/01/23 07:54
07/01/23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01 /23 07:54
07/01/23 07:54
Dil Fac
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Eurofins Raleigh
Page 7 of 22 7/10/2023

Client Sample Results
Client: S&ME Inc
Project/Site: Moore County Landfill
Client Sample ID: 6301-MW19
Date Collected: 06/29/23 09:25
Date Received: 06/30/23 09:30
Surrogate
4-Bromofluorobenzene (Surr)
Dibromocuoromethane (Surr)
Toluene-d8 (Surr)
Job ID: 752-8910-1
Lab Sample ID: 752-8910-1
Matrix: Water
%Recovery Qualifier
Limits
Prepared Analyzed
Dil Fac
107
53 - 136
07101123 07:54
1
106
67 - 129
07101123 07:54
1
107
59 - 134
07101123 07:54
1
Client Sample ID: 6301- Duplicate
Date Collected: 06/29/23 09:25
Date Received: 06/30/23 09:30
Method: SW846 8260D - Volatile Organic Compounds by GC/MS
Analyte
Result
Qualifier
1,1,1,2-Tetrachloroethane
<0.170
U
1,1,1-Trichloroethane
<0.120
U
1,1,2,2-Tetrachloroethane
<0.280
U
1,1,2-Trichloroethane
<0.140
U
1,1-Dichloroethane
<0.130
U
1,1-Dichloroethene
<0.210
U
1,2-Dibromo-3-Chloropropane
<0.480
U
1,2-Dichlorobenzene
<0.190
U
1,2-Dichloroethane
<0.210
U
1,2-Dichloropropane
<0.100
U
2-Butanone (MEK)
<10.0
U
2-Hexanone
<0.880
U
4-Methyl-2-pentanone (MIBK)
<1.10
U
Acetone
<10.0
U .+
Acrylonitrile
<3.50
U
Benzene
<0.150
U
Bromoform
<0.220
U
Bromomethane
<0.140
U
Carbon disulfide
<1.50
U
Carbon tetrachloride
<0.170
U
Chlorobenzene
<0.170
U
Chloroethane
<0.230
U
Chloroform
<0.180
U
Chloromethane
0.172
J
cis-1,2-Dichloroethene
<0.150
U
cis-1,3-Dichloropropene
<0.200
U
Bromochloromethane
<0.480
U
Dibromochloromethane
<0.170
U
Bromodichloromethane
<0.170
U
Ethylbenzene
<0.130
U
Iodomethane
<1.70
U
m-Xylene & p-Xylene
<0.170
U
o-Xylene
<0.0650
U
Methylene Chloride
<0.230
U
Styrene
<0.110
U
Tetrachloroethene
<0.170
U
Toluene
<0.140
U
trans-1,2-Dichloroethene
<0.210
U
trans-1,3-Dichloropropene
<0.150
U
trans-1,4-Dichloro-2-butene
<0.700
U
Lab Sample ID: 752-8910-2
Matrix: Water
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1.00
0.170
ug/L
07/01/23 08:24
1
1.00
0.120
ug/L
07/01/23 08:24
1
1.00
0.280
ug/L
07/01/23 08:24
1
1.00
0.140
ug/L
07/01/23 08:24
1
1.00
0.130
ug/L
07/01/23 08:24
1
1.00
0.210
ug/L
07/01/23 08:24
1
1.00
0.480
ug/L
07/01/23 08:24
1
1.00
0.190
ug/L
07/01/23 08:24
1
1.00
0.210
ug/L
07/01/23 08:24
1
1.00
0.100
ug/L
07/01/23 08:24
1
20.0
10.0
ug/L
07/01/23 08:24
1
5.00
0.880
ug/L
07/01/23 08:24
1
5.00
1.10
ug/L
07/01/23 08:24
1
20.0
10.0
ug/L
07/01/23 08:24
1
10.0
3.50
ug/L
07/01/23 08:24
1
1.00
0.150
ug/L
07/01/23 08:24
1
1.00
0.220
ug/L
07/01/23 08:24
1
1.00
0.140
ug/L
07/01/23 08:24
1
5.00
1.50
ug/L
07/01/23 08:24
1
1.00
0.170
ug/L
07/01/23 08:24
1
1.00
0.170
ug/L
07/01/23 08:24
1
1.00
0.230
ug/L
07/01/23 08:24
1
1.00
0.180
ug/L
07/01/23 08:24
1
1.00
0.130
ug/L
07/01/23 08:24
1
1.00
0.150
ug/L
07/01/23 08:24
1
1.00
0.200
ug/L
07/01/23 08:24
1
1.00
0.480
ug/L
07/01/23 08:24
1
1.00
0.170
ug/L
07/01/23 08:24
1
1.00
0.170
ug/L
07/01/23 08:24
1
1.00
0.130
ug/L
07/01/23 08:24
1
5.00
1.70
ug/L
07/01/23 08:24
1
2.00
0.170
ug/L
07/01/23 08:24
1
1.00
0.0650
ug/L
07/01/23 08:24
1
1.00
0.230
ug/L
07/01/23 08:24
1
1.00
0.110
ug/L
07/01/23 08:24
1
1.00
0.170
ug/L
07/01/23 08:24
1
1.00
0.140
ug/L
07/01/23 08:24
1
1.00
0.210
ug/L
07/01/23 08:24
1
1.00
0.150
ug/L
07/01/23 08:24
1
1.00
0.700
ug/L
07/01/23 08:24
1
Eurofins Raleigh
Page 8 of 22 7/10/2023

Client Sample Results
Client: S&ME Inc
Job ID: 752-8910-1
Project/Site: Moore County Landfill
Client Sample ID: 6301- Duplicate
Lab Sample ID: 752-8910-2
Date Collected: 06/29/23 09:25
Matrix: Water
Date Received: 06/30/23 09:30
Method: SW846 8260D - Volatile Organic Compounds
by GC/MS (Continued)
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed Dil Fac
Trichloroethene
<0.150
U
1.00
0.150
ug/L
07/01/23 08:24 1
Vinyl acetate
<0.950
U
5.00
0.950
ug/L
07/01/23 08:24 1
Vinyl chloride
<0.320
U
1.00
0.320
ug/L
07/01/23 08:24 1
Xylenes, Total
<0.450
U
3.00
0.450
ug/L
07/01/23 08:24 1
Dibromomethane
<0.270
U
1.00
0.270
ug/L
07/01/23 08:24 1
1,2-Dibromoethane
<0.660
U
1.00
0.660
ug/L
07/01/23 08:24 1
1,4-Dichlorobenzene
<0.190
U
1.00
0.190
ug/L
07/01/23 08:24 1
Trichlorofluoromethane
<0.240
U
1.00
0.240
ug/L
07/01/23 08:24 1
1,2,3-Trichloropropane
<0.490
U
1.00
0.490
ug/L
07/01/23 08:24 1
Surrogate %Recovery
Qualifier
Limits
Prepared Analyzed Dil Fac
4-Bromofluorobenzene (Surr)
106
53 - 136
07101123 08:24 1
Dibromofluoromethane (Surr)
104
67- 129
07101123 08:24 1
Toluene-d8 (Surr)
106
59 - 134
07101123 08:24 1
Eurofins Raleigh
Page 9 of 22 7/10/2023

Surrogate Summary
Client: S&ME Inc
Project/Site: Moore County Landfill
F
Job ID: 752-8910-1
Method: 8260D - Volatile Organic Compounds by GC/MS
Matrix: Water Prep Tvr)e: Total/NA
Lab Sample ID
752-8910-1
752-8910-2
LCS 752-3537/5
LCSD 752-3537/6
MB 752-3537/8
MRL 752-3537/4
Surrogate Legend
Client Sample ID
6301-MW19
6301- Duplicate
Lab Control Sample
Lab Control Sample Dup
Method Blank
Lab Control Sample
BFB = 4-Bromofluorobenzene (Surr)
DBFM = Dibromofluoromethane (Surr)
TOL = Toluene-d8 (Surr)
BFB
(53-136)
DBFM
(67-129)
Percent Surrogate Recovery (Acceptance Limits)
TOL
(59-134)
107
106
107
106
104
106
108
103
105
100
102
103
107
100
102
106
103
100
Eurofins Raleigh
Page 10 of 22 7/10/2023

QC Sample Results
Client: S&ME Inc
Project/Site: Moore County Landfill
Method: 8260D - Volatile Organic Compounds by GUMS
Job ID: 752-8910-1
Lab Sample ID: MB 752-3537/8
Client Sample ID: Method
Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 3537
MB
MB
Analyte
Result
Qualifier
RL
MDL
Unit
D Prepared Analyzed
Dil Fac
1,1,1,2-Tetrachloroethane
<0.170
U
1.00
0.170
ug/L
07/01/23 05:55
1
1,1,1-Trichloroethane
<0.120
U
1.00
0.120
ug/L
07/01/23 05:55
1
1,1,2,2-Tetrachloroethane
<0.280
U
1.00
0.280
ug/L
07/01/23 05:55
1
1 1,2-Trichloroethane
<0.140
U
1.00
0.140
ug/L
07/01/23 05:55
1
1,1-Dichloroethane
<0.130
U
1.00
0.130
ug/L
07/01/23 05:55
1
•
1,1-Dichloroethene
<0.210
U
1.00
0.210
ug/L
07/01/23 05:55
1
1,2-Dibromo-3-Chloropropane
<0.480
U
1.00
0.480
ug/L
07/01/23 05:55
1
1,2-Dichlorobenzene
<0.190
U
1.00
0.190
ug/L
07/01/23 05:55
1
1,2-Dichloroethane
<0.210
U
1.00
0.210
ug/L
07/01/23 05:55
1
1,2-Dichloropropane
<0.100
U
1.00
0.100
ug/L
07/01/23 05:55
1
2-Butanone (MEK)
<10.0
U
20.0
10.0
ug/L
07/01/23 05:55
1
2-Hexanone
<0.880
U
5.00
0.880
ug/L
07/01/23 05:55
1
4-Methyl-2-pentanone (MIBK)
<1.10
U
5.00
1.10
ug/L
07/01/23 05:55
1
Acetone
147.1
20.0
10.0
ug/L
07/01/23 05:55
1
Acrylonitrile
<3.50
U
10.0
3.50
ug/L
07/01/23 05:55
1
Benzene
<0.150
U
1.00
0.150
ug/L
07/01/23 05:55
1
Bromoform
<0.220
U
1.00
0.220
ug/L
07/01/23 05:55
1
Bromomethane
<0.140
U
1.00
0.140
ug/L
07/01/23 05:55
1
Carbon disulfide
<1.50
U
5.00
1.50
ug/L
07/01/23 05:55
1
Carbon tetrachloride
<0.170
U
1.00
0.170
ug/L
07/01/23 05:55
1
Chlorobenzene
<0.170
U
1.00
0.170
ug/L
07/01/23 05:55
1
Chloroethane
<0.230
U
1.00
0.230
ug/L
07/01/23 05:55
1
Chloroform
<0.180
U
1.00
0.180
ug/L
07/01/23 05:55
1
Chloromethane
<0.130
U
1.00
0.130
ug/L
07/01/23 05:55
1
cis-1,2-Dichloroethene
<0.150
U
1.00
0.150
ug/L
07/01/23 05:55
1
cis-1,3-Dichloropropene
<0.200
U
1.00
0.200
ug/L
07/01/23 05:55
1
Bromochloromethane
<0.480
U
1.00
0.480
ug/L
07/01/23 05:55
1
Dibromochloromethane
<0.170
U
1.00
0.170
ug/L
07/01/23 05:55
1
Bromodichloromethane
<0.170
U
1.00
0.170
ug/L
07/01/23 05:55
1
Ethylbenzene
<0.130
U
1.00
0.130
ug/L
07/01/23 05:55
1
lodomethane
<1.70
U
5.00
1.70
ug/L
07/01/23 05:55
1
m-Xylene & p-Xylene
<0.170
U
2.00
0.170
ug/L
07/01/23 05:55
1
o-Xylene
<0.0650
U
1.00
0.0650
ug/L
07/01/23 05:55
1
Methylene Chloride
<0.230
U
1.00
0.230
ug/L
07/01/23 05:55
1
Styrene
<0.110
U
1.00
0.110
ug/L
07/01/23 05:55
1
Tetrachloroethene
<0.170
U
1.00
0.170
ug/L
07/01/23 05:55
1
Toluene
<0.140
U
1.00
0.140
ug/L
07/01/23 05:55
1
trans-1,2-Dichloroethene
<0.210
U
1.00
0.210
ug/L
07/01/23 05:55
1
trans-1,3-Dichloropropene
<0.150
U
1.00
0.150
ug/L
07/01/23 05:55
1
trans-1,4-Dichloro-2-butene
<0.700
U
1.00
0.700
ug/L
07/01/23 05:55
1
Trichloroethene
<0.150
U
1.00
0.150
ug/L
07/01/23 05:55
1
Vinyl acetate
<0.950
U
5.00
0.950
ug/L
07/01/23 05:55
1
Vinyl chloride
<0.320
U
1.00
0.320
ug/L
07/01/23 05:55
1
Xylenes, Total
<0.450
U
3.00
0.450
ug/L
07/01/23 05:55
1
Dibromomethane
<0.270
U
1.00
0.270
ug/L
07/01/23 05:55
1
1,2-Dibromoethane
<0.660
U
1.00
0.660
ug/L
07/01/23 05:55
1
1,4-Dichlorobenzene
<0.190
U
1.00
0.190
ug/L
07/01/23 05:55
1
Trichlorofluoromethane
<0.240
U
1.00
0.240
ug/L
07/01/23 05:55
1
Eurofins Raleigh
Page 11 of 22 7/10/2023

QC Sample Results
Client: S&ME Inc
Project/Site: Moore County Landfill
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: MB 752-353718
Matrix: Water
Analysis Batch: 3537
MB MB
Analyte Result Qualifier RL MDL Unit
1,2,3-Trichloropropane <0.490 U 1.00 0.490 ug/L
MB MB
Surrogate
%Recovery Qualifier
4-Bromofluorobenzene (Surr)
107
Dibromofluoromethane (Surr)
100
Toluene-d8 (Surr)
102
Lab Sample ID: LCS 752-3537/5
Matrix: Water
Analysis Batch: 3537
Analyte
1,1,1, 2-Tetrachloroethane
1,1,1-Trich loroethane
1,1,2,2-Tetrachloroethane
1,1,2-Trichloroethane
1,1-Dichloroethane
1,1-Dichloroethene
1,2-Dibromo-3-Chloropropane
1,2-Dichlorobenzene
1,2-Dichloroethane
1,2-Dichloropropane
2-Butanone (MEK)
2-Hexanone
4-Methyl-2-pentanone (MIBK)
Acetone
Acrylonitrile
Benzene
Bromoform
Bromomethane
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chloromethane
cis-1,2-Dichloroethene
cis- 1,3-Dichloropropene
Bromochloromethane
Dibromochloromethane
Bromodichloromethane
Ethylbenzene
lodomethane
m-Xylene & p-Xylene
o-Xylene
Methylene Chloride
Styrene
Tetrachloroethene
F
Job ID: 752-8910-1
Client Sample ID: Method Blank
Prep Type: Total/NA
D Prepared Analyzed oil Fac
07/01/23 05:55 1
Limits
53 - 136
67- 129
59 - 134
Spike
Added
LCS LCS
Result Qualifier
Unit
Prepared Analyzed Dil Fac
07101123 05:55 1
07101123 05:55 1
07101123 05:55 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
%Rec
D %Rec Limits
20.0
19.69
ug/L
98
71 - 120
20.0
17.84
ug/L
89
72 _ 143
20.0
18.84
ug/L
94
59 - 133
20.0
20.09
ug/L
100
67 - 120
20.0
18.79
ug/L
94
79 - 141
20.0
19.71
ug/L
99
75 - 133
20.0
14.94
ug/L
75
37 - 157
20.0
18.36
ug/L
92
76 - 120
20.0
17.83
ug/L
89
72 - 151
20.0
19.15
ug/L
96
78 - 125
40.0
40.53
ug/L
101
36 - 135
40.0
33.76
ug/L
84
36 - 191
40.0
33.93
ug/L
85
56 - 166
40.0
186.1 `+
ug/L
465
10 - 158
60.0
67.26
ug/L
112
10 - 200
20.0
17.75
ug/L
89
80 - 134
20.0
18.57
ug/L
93
73 - 120
20.0
18.68
ug/L
93
38 - 189
20.0
22.96
ug/L
115
65 - 173
20.0
18.94
ug/L
95
68 - 142
20.0
18.57
ug/L
93
80 - 120
20.0
17.62
ug/L
88
45 - 213
20.0
18.26
ug/L
91
78 - 138
20.0
11.77
ug/L
59
56 - 171
20.0
17.06
ug/L
85
69 - 120
20.0
18.70
ug/L
94
63 - 125
20.0
20.63
ug/L
103
74 - 128
20.0
17.67
ug/L
88
73 - 120
20.0
18.12
ug/L
91
72 - 129
20.0
17.89
ug/L
89
68 - 124
20.0
22.81
ug/L
114
34 _ 140
40.0
35.69
ug/L
89
79. 121
20.0
17.60
ug/L
88
71 _ 125
20.0
19.94
ug/L
100
68 - 128
20.0
17.92
ug/L
90
73 - 120
20.0
17.97
ug/L
90
40 - 181
Page 12 of 22
Eurofins Raleigh
7/10/2023

QC Sample Results
Client: S&ME Inc
Project/Site: Moore County Landfill
Job ID: 752-8910-1
Method: 8260D - Volatile Organic Compounds
by GUMS (Continued)
Lab Sample ID: LCS 752-3537/5
Client Sample
ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 3537
Spike
LCS LCS
%Rec
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits
Toluene
20.0
18.83
ug/L
94
71 - 120
trans- 1,2-Dichloroethene
20.0
17.79
ug/L
89
75-139
trans- 1,3-Dichloropropene
20.0
19.53
ug/L
98
65-152
trans- 1,4-Dichloro-2-butene
20.0
15.94
ug/L
80
10 - 142
Trichloroethene
20.0
18.16
ug/L
91
74 - 120
Vinyl acetate
20.0
18.25
ug/L
91
10 - 198
Vinyl chloride
20.0
16.93
ug/L
85
49 - 150
Xylenes, Total
60.0
53.29
ug/L
89
77 - 121
Dibromomethane
20.0
19.06
ug/L
95
76 - 124
1,2-Dibromoethane
20.0
18.97
ug/L
95
66-123
1,4-Dichlorobenzene
20.0
18.45
ug/L
92
76-122
Trichlorofluoromethane
20.0
16.75
ug/L
84
68 - 183
1,2,3-Trichloropropane
20.0
17.32
ug/L
87
69-127
LCS LCS
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
108
53 - 136
Dibromofluoromethane (Surr)
103
67 - 129
Toluene-d8 (Surr)
105
59 - 134
Lab Sample ID: LCSD 752-3537/6
Matrix: Water
Analysis Batch: 3537
Analyte
Spike
Added
LCSD LCSD
Result Qualifier
Unit
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
%Rec RPD
D %Rec Limits RPD Limit
1,1,1,2-Tetrachloroethane
20.0
18.53
ug/L
93
71 - 120
6
16
1,1,1-Trichloroethane
20.0
17.90
ug/L
89
72-143
0
18
1,1,2,2-Tetrachloroethane
20.0
18.31
ug/L
92
59-133
3
16
1,1,2-Trichloroethane
20.0
20.05
ug/L
100
67-120
0
18
1,1-Dichloroethane
20.0
19.61
ug/L
98
79-141
4
19
1,1-Dichloroethene
20.0
20.08
ug/L
100
75-133
2
20
1,2-Dibromo-3-Chloropropane
20.0
16.78
ug/L
84
37-157
12
18
1,2-Dichlorobenzene
20.0
18.79
ug/L
94
76 - 120
2
16
1,2-Dichloroethane
20.0
18.51
ug/L
93
72 - 151
4
16
1,2-Dichloropropane
20.0
18.28
ug/L
91
78-125
5
19
2-Butanone (MEK)
40.0
41.89
ug/L
105
36 - 135
3
19
2-Hexanone
40.0
35.02
ug/L
88
36 - 191
4
17
4-Methyl-2-pentanone (MIBK)
40.0
34.17
ug/L
85
56 - 166
1
19
Acetone
40.0
185.9 `+
ug/L
465
10 - 158
0
78
Acrylonitrile
60.0
66.84
ug/L
ill
10 - 200
1
36
Benzene
20.0
18.20
ug/L
91
80 - 134
3
17
Bromoform
20.0
19.51
ug/L
98
73 - 120
5
44
Bromomethane
20.0
18.79
ug/L
94
38 - 189
1
27
Carbon disulfide
20.0
22.75
ug/L
114
65 - 173
1
38
Carbon tetrachloride
20.0
18.50
ug/L
93
68 - 142
2
17
Chlorobenzene
20.0
18.71
ug/L
94
80 - 120
1
16
Chloroethane
20.0
16.96
ug/L
85
45 - 213
4
26
Chloroform
20.0
18.64
ug/L
93
78 - 138
2
17
Chloromethane
20.0
12.32
ug/L
62
56 - 171
5
28
Eurofins Raleigh
Page 13 of 22 7/10/2023

QC Sample Results
Client: S&ME Inc
Project/Site: Moore County Landfill
Job ID: 752-8910-1
Method: 8260D - Volatile Organic Compounds
by GUMS (Continued)
Lab Sample ID: LCSD 752-3537/6
Client Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 3537
Spike
LCSD LCSD
%Rec RPD
Analyte
Added
Result Qualifier
Unit
D %Rec
Limits RPD Limit
cis-1,2-Dichloroethene
20.0
17.40
ug/L
87
69-120 2 18
cis- 1,3-Dichloropropene
20.0
18.76
ug/L
94
63-125 0 17
Bromochloromethane
20.0
21.05
ug/L
105
74 - 128 2 18
Dibromochloromethane
20.0
18.03
ug/L
90
73 - 120 2 16
Bromodichloromethane
20.0
18.29
ug/L
91
72 - 129 1 16
Ethylbenzene
20.0
18.04
ug/L
90
68 - 124 1 16
lodomethane
20.0
23.75
ug/L
119
34 - 140 4 15
m-Xylene & p-Xylene
40.0
35.88
ug/L
90
79 - 121 1 16
o-Xylene
20.0
17.91
ug/L
90
71 - 125 2 15
Methylene Chloride
20.0
22.63
ug/L
113
68 - 128 13 17
Styrene
20.0
17.87
ug/L
89
73 - 120 0 23
Tetrachloroethene
20.0
17.86
ug/L
89
40 - 181 1 26
Toluene
20.0
18.08
ug/L
90
71 - 120 4 17
trans- 1,2-Dichloroethene
20.0
18.53
ug/L
93
75-139 4 19
trans- 1,3-Dichloropropene
20.0
19.40
ug/L
97
65-152 1 16
trans- 1,4-Dichloro-2-butene
20.0
16.15
ug/L
81
10 - 142 1 28
Trichloroethene
20.0
20.37
ug/L
102
74 - 120 12 22
Vinyl acetate
20.0
18.64
ug/L
93
10 - 198 2 21
Vinyl chloride
20.0
16.71
ug/L
84
49 - 150 1 27
Xylenes, Total
60.0
53.79
ug/L
90
77 - 121 1 16
Dibromomethane
20.0
18.60
ug/L
93
76 - 124 2 15
1,2-Dibromoethane
20.0
18.61
ug/L
93
66-123 2 15
1,4-Dichlorobenzene
20.0
18.43
ug/L
92
76-122 0 16
Trichlorofluoromethane
20.0
17.02
ug/L
85
68 - 183 2 22
1,2,3-Trichloropropane
20.0
16.71
ug/L
84
69-127 4 17
LCSD LCSD
Surrogate %Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr) 100
53 - 136
Dibromofluoromethane (Surr) 102
67 - 129
Toluene-d8 (Surr) 103
59 - 134
Lab Sample ID: MRL 752-3537/4
Client Sample
ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 3537
Analyte
Spike
Added
MRL
Result
MRL
Qualifier
Unit
%Rec
D %Rec Limits
1,1,1,2-Tetrachloroethane
1.00
1.355
ug/L
135
1,1,1-Trichloroethane
1.00
0.8874
J
ug/L
89
1,1,2,2-Tetrachloroethane
1.00
1.103
ug/L
110
1,1,2-Trichloroethane
1.00
0.8391
J
ug/L
84
1,1-Dichloroethane
1.00
1.130
ug/L
113
1,1-Dichloroethene
1.00
0.8692
J
ug/L
87
1,2-Dibromo-3-Chloropropane
1.00
0.7770
J
ug/L
78
1,2-Dichlorobenzene
1.00
1.002
ug/L
100
1,2-Dichloroethane
1.00
0.9696
J
ug/L
97
1,2-Dichloropropane
1.00
0.9898
J
ug/L
99
2-Butanone (MEK)
2.00
<10.0
U
ug/L
159
2-Hexanone
2.00
2.165
J
ug/L
108
Eurofins Raleigh
Page 14 of 22 7/10/2023

QC Sample Results
Client: S&ME Inc
Project/Site: Moore County Landfill
F
Job ID: 752-8910-1
Method: 8260D - Volatile Organic Compounds by GUMS (Continued)
Lab Sample ID: MRL 752-3537/4 Client Sample ID: Lab Control Sample
Matrix: Water Prep Type: Total/NA
Analysis Batch: 3537
Spike
MRL
MRL
%Rec
Analyte
Added
Result
Qualifier
Unit
D %Rec Limits
4-Methyl-2-pentanone (MIBK)
2.00
1.854
J
ug/L
93
Acetone
2.00
146.4
ug/L
7322
Acrylonitrile
5.00
6.682
J
ug/L
134
Benzene
1.00
0.9836
J
ug/L
98
Bromoform
1.00
1.038
ug/L
104
Bromomethane
1.00
1.466
ug/L
147
Carbon disulfide
2.00
2.232
J
ug/L
112
Carbon tetrachloride
1.00
0.8203
J
ug/L
82
Chlorobenzene
1.00
1.039
ug/L
104
Chloroethane
1.00
0.7974
J
ug/L
80
Chloroform
1.00
0.7219
J
ug/L
72
Chloromethane
1.00
0.9835
J
ug/L
98
cis-1,2-Dichloroethene
1.00
0.9884
J
ug/L
99
cis- 1,3-Dichloropropene
1.00
0.9732
J
ug/L
97
Bromochloromethane
1.00
1.116
ug/L
112
Dibromochloromethane
1.00
1.181
ug/L
118
Bromodichloromethane
1.00
0.9765
J
ug/L
98
Ethylbenzene
1.00
1.018
ug/L
102
lodomethane
2.00
1.758
J
ug/L
88
m-Xylene & p-Xylene
2.00
1.917
J
ug/L
96
o-Xylene
1.00
1.023
ug/L
102
Methylene Chloride
1.00
1.363
ug/L
136
Styrene
1.00
0.8744
J
ug/L
87
Tetrachloroethene
1.00
1.101
ug/L
110
Toluene
1.00
1.267
ug/L
127
trans- 1,2-Dichloroethene
1.00
1.302
ug/L
130
trans- 1,3-Dichloropropene
1.00
1.088
ug/L
109
trans- 1,4-Dichloro-2-butene
1.00
0.7232
J
ug/L
72
Trichloroethene
1.00
1.100
ug/L
110
Vinyl acetate
2.00
1.496
J
ug/L
75
Vinyl chloride
1.00
1.180
ug/L
118
Xylenes, Total
3.00
2.940
J
ug/L
98
Dibromomethane
1.00
1.078
ug/L
108
1,2-Dibromoethane
1.00
1.096
ug/L
110
1,4-Dichlorobenzene
1.00
1.138
ug/L
114
Trichlorofluoromethane
1.00
1.265
ug/L
127
1,2,3-Trichloropropane
1.00
0.8648
J
ug/L
86
MRL MRL
Surrogate
%Recovery Qualifier
Limits
4-Bromofluorobenzene (Surr)
106
53 - 136
Dibromofluoromethane (Surr)
103
67 - 129
Toluene-d8 (Surr)
100
59 - 134
0
Eurofins Raleigh
Page 15 of 22 7/10/2023

QC Association Summary
Client: S&ME Inc
Project/Site: Moore County Landfill
GUMS VOA
Analysis Batch: 3537
Lab Sample ID
Client Sample ID
752-8910-1
6301-M W 19
752-8910-2
6301- Duplicate
MB 752-3537/8
Method Blank
LCS 752-3537/5
Lab Control Sample
LCSD 752-3537/6
Lab Control Sample Dup
MRL 752-3537/4
Lab Control Sample
Job ID: 752-8910-1
Prep Type
Matrix
Method Prep Batch
Total/NA
Water
8260D
Total/NA
Water
8260D
Total/NA
Water
8260D
Total/NA
Water
8260D
Total/NA
Water
8260D
Total/NA
Water
8260D
0
Eurofins Raleigh
Page 16 of 22 7/10/2023

Lab Chronicle
Client: S&ME Inc
Project/Site: Moore County Landfill
Job ID: 752-8910-1
Client Sample ID: 6301-MW19
Date Collected: 06/29/23 09:25
Date Received: 06/30/23 09:30
Lab Sample ID: 752-8910-1
Matrix: Water
Batch Batch
Prep Type Type Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
Total/NA Analysis 8260D
1
3537 RY
EET ESC
07/01/23 07:54
Client Sample ID: 6301- Duplicate
Date Collected: 06/29/23 09:25
Date Received: 06/30/23 09:30
Lab Sample ID: 752-8910-2
Matrix: Water
Batch Batch
Prep Type Type Method
Dilution
Run Factor
Batch
Number Analyst
Lab
Prepared
or Analyzed
C
Total/NA Analysis 8260D
Laboratory References:
EET ESC = Eurofins Raleigh, 102-A Woodwinds Industrial
1 3537 RY
Court, Cary, NC 27511, TEL [phone]
EET ESC
07/01/23 08:24
m
Page 17 of 22
Eurofins Raleigh
7/10/2023

Accreditation/Certification Summary
Client: S&ME Inc
Project/Site: Moore County Landfill
Laboratory: Eurofins Raleigh
The accreditations/certifications listed below are applicable to this report.
North Carolina (WW/SW)
State
Identification Number Expiration Date
591 12-31-23
Job ID: 752-8910-1
Eurofins Raleigh
Page 18 of 22 7/10/2023

Method Summary
Client: S&ME Inc Job ID: 752-8910-1
Project/Site: Moore County Landfill
Method Method Description Protocol Laboratory
8260D Volatile Organic Compounds by GC/MS SW846 EET ESC
5030C Purge and Trap SW846 EET ESC
Protocol References:
SW846 ='Test Methods For Evaluating Solid Waste, Physical/Chemical Methods', Third Edition, November 1986 And Its Updates.
Laboratory References:
EET ESC = Eurofins Raleigh, 102-A Woodwinds Industrial Court, Cary, NC 27511, TEL [phone]
Eurofins Raleigh
Page 19 of 22 7/10/2023

Sample Summary
Client: S&ME Inc
Project/Site: Moore County Landfill
Lab Sample ID Client Sample ID
752-8910-1 6301-M W 19
752-8910-2 6301- Duplicate
Matrix
Water
Water
Collected Received
06/29/23 09:25 06/30/23 09:30
06/29/23 09:25 06/30/23 09:30
Job ID: 752-8910-1
Page 20 of 22
Eurofins Ralei h
7/10/20A

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Page 21 of 22
7/10/2023

Login Sample Receipt Checklist
Client: S&ME Inc
Login Number: 8910
List Number: 1
Creator: Hyatt, Samantha
Question 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
Job Number: 752-8910-1
List Source: Eurofins Raleigh
L
Eurofins Raleigh
Page 22 of 22 7/10/2023

Appendix III — Historical Analytical Results

TABLE 5A
Record of Groundwater Monitoring Results (Detected Constituents)
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, NC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
Detected Monitoring
Constituent/Parameter
Antimony
NC21- IMAC = 1 ug/L
EPA MCL = 6 ug/L
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
Sample
Date
06/20/18
11/27/18
04/02/19
11/19/19
04/07/20
10/13/20
04/13/21
10/19/21
04/12/22
10/24/22
04/10/23
MDL OWSWSL
0.74
0.74
0.74
0.74
0.74
0.74
0.74
0.74
0.74
0.74
0.74
2
2
2
2
2
2
2
2
2
2
2
--
--
--
--
9 11
MW-5 qll�-IIDR
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
�MW-13SR
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
MW-13DR
ND
ND
ND
ND
ND
ND
:�Monitoring
MW-14
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Wells
MW-17S
--
ND
ND
ND
ND
ND
ND
ND
ND
MW-17D
--
ND
ND
ND
ND
ND
ND
ND
ND
MW-18
--
--
ND
ND
ND
ND
ND
ND
ND
MW-19
--
--
ND
ND
ND
ND
ND
ND
Active L;&u
Monitoring
for the Closed
MW-4
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
monitoring vveiis
Wells
MSW Landfill
MW-11 1 SR
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
MW-1
--
--
--
NS
NS
NS
NS
NS
MW-2
--
--
--
NS
NS
NS
NS
NS
Closed MSW Monitoring
MW-3
--
--
--
NS
NS
NS
NS
NS
Wells
MW-6
ND
--
--
--
ANR
ANR
ANR
ANR
ANR
& MNA Performance
MW-7
ND
--
--
--
ANR
ANR
ANR
ANR
ANR
Monitorin
MW-8
--
--
--
ANR
ANR
ANR
ANR
ANR
g Wells
Adl
--
--
--
ANR
ANR
ANR
ANR
ANR
=MW1 'I"M
--
--
--
ANR
ANR
ANR
ANR
ANR
Off.
"Pr-11-t-i
-
--
--
NS
NS
NS
NS
NS
Arsenic
ug/L
--
--
--ND--
--
--
--
--
--
ND
--
ND
ND
ND
--
--
--
--
ND
NC 2L = 10 ug/L
ug/L
03/21/91
ND
ND
ND
ND
ND
ND
EPA MCL = 10 ug/L
ug/L
03/10/92
--
--
--
ND
--
--
--
--
--
--
ND
--
ND
ND
ND
--
--
--
--
--
ND
ug/L
04/20/95
--
--
--
ND
--
--
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
--
ND
ug/L
06/27/95
ND
ug/L
09/22/95
--
--
--
ND
--
--
--
--
--
--
--
--
ND
--
--
ND
ND
ND
ND
--
ND
ug/L
03/28/96
--
--
--
ND
--
--
--
--
--
--
--
--
ND
ND
--
ND
ND
ND
ND
--
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/08/97
--
--
--
ND
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
10/29/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/30/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/14/98
--
--
--
ND
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/27/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/21/99
--
--
--
ND
--
ND
--
--
--
--
--
--
--
--
--
ND
18
ND
ND
ND
ND
ug/L
03/14/00
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ND
ug/L
04/19/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/17/00
--
--
--
ND
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/10/01
--
--
--
ND
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
10/11/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/02
--
--
--
ND
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
10/08/02
ND
11
19
ND
ND
10
ND
ND
ug/L
04/09/03
ND
ND
11
ND
ND
ND
10
ND
ug/L
10/13/03
--
--
--
ND
--
ND
--
--
--
--
--
--
--
--
--
14
17
14
14
11
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
12
ND
ug/L
10/25/04
ND
ND
15
ND
ND
ND
14
ND
ug/L
04/04/05
--
--
--
10
--
10
--
--
--
--
--
--
--
--
--
10
15
10
29
10
ND
ug/L
10/04/05
ND
ND
13
15
12
21
ND
ND
ug/L
04/28/06
--
--
--
ND
--
11
--
--
--
--
ND
--
ND
ND
ND
12
ND
ND
11
16
ND
ug/L
10/09/06
--
--
--
ND
--
13
--
--
--
--
ND
--
ND
ND
ND
14
ND
ND
ND
11
ND
ug/L
04/24/07
ND
ND
ND
ND
ND
ND
ND
ND
ND
38
27
ND
ug/L
10/30/07
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
3.2
J ND
ND
6.9
J 7.8 J
ND
ug/L
04/23/08
--
--
10
ND
--
ND
--
--
--
--
ND
--
3.2
J
ND
ND
ND
ND
ND
ND
2.3 J
ND
ug/L
10/06/08
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
7.7 J
ND
ug/L
04/13/09
--
--
10
ND
--
5.1
J --
--
--
--
ND
--
ND
ND
ND
8.2
J 17.1
6.6
J
11.4
10.1 J
ND
ug/L
10/15/09
10
5.30 J
6.47
J
5.54
J
6.53
J
2.86
J ND
8.63
J 18.3
11.6
15.9
12.6
ND
ug/L
04/26/10
10
ND
10.8
ND
3.14
J
ND
3.50
J
14.2
31.0
8.54
J
13.4
28.5
ND
ug/L
10/19/10
--
--
10
5.16 J
--
24.9
--
--
--
--
ND
--
ND
ND
ND
29.5
33.0
22.6
28.0
26.6
ND
ug/L
04/18/11
10
ND
20.0
ND
3.29
B
ND
5.35
B
18.7
14.6
B 16.1
B
19.2
14.6 B
5.39 B
ug/L
10/10/11
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
2.96
J
5.48
J 4.73
J 5.67
J
19.0
Dry
5.26 J
ug/L
04/17/12
--
--
10
4.42 B
--
ND
--
--
--
--
ND
--
ND
4.31
B 3.32
B
ND
29.4
ND
17.9
B Dry
ND
ug/L
10/09/12
10
ND
6.36
J
ND
2.90
J
ND
2.91
J
9.82
J 21.6
9.74
J
10.7
Dry
ND
ug/L
04/15/13
--
--
10
3.97 B
--
ND
--
--
--
--
5.21
B --
2.87
B
ND
4.42
B
17.8
ND
ND
14.7
B Dry
ND
ug/L
09/30/13
--
--
10
ND
--
9.62
J --
--
--
--
ND
--
ND
ND
ND
24.5
32.0
20.3
18.0
Dry
ND
ug/L
04/16/14
10
ND
8.25
J
ND
ND
ND
ND
23.3
19.7
15.2
19.5
Dry
ND
ug/L
10/15/14
5.4
--
10
Dry
--
ND
--
--
--
--
ND
--
ND
ND
ND
6.99
J 10.8
14.1
38.6
Dry
ND
ug/L
04/15/15
5.4
10
ND
ND
ND
ND
ND
ND
20.3
21.8
ND
8.41
J Dry
ND
ug/L
10/07/15
5.4
10
ND
ND
ND
ND
ND
ND
ND
20.0
ND
32.4
8.73 J
ND
ug/L
04/11/16
5.4
10
ND
ND
ND
ND
ND
ND
12.6
27.0
11.3
38.7
29.6
ND
ug/L
11/30/16
6.8
10
ND
48.1 (ND)
ND
ND
ND
ND
65.8 (ND)
20.4 (ND)
14.9 (ND)
85.6 (41.9)
39.6 (42.4)
ND
(Dissolved)
ug/L
11/30/16
6.8
10
--
--
--
--
14.4
(Verification Event)
ug/L
02/09/17
6.8
--
10
ND
--
--
--
--
--
--
--
--
--
--
--
--
40.5
--
(Dissolved)
ug/L
02/09/17
6.8
10
--
--
--
39.0
ug/L
04/11/17
6.8
--
10
ND
--
7.78
J --
--
--
--
ND
--
ND
ND
ND
10.5
8.67
J ND
53.7
31.8
ND
ug/L
12/12/17
6.8
--
10
ND
--
19.3
--
--
--
--
ND
--
ND
ND
ND
25.9
21.5
8.49
J
53.2
25.4
ND
ug/L
06/20/18
7.6
--
10
ND
ND
22.7
ND
ND
ND
ND
ND
22.8
ND
ND
38.6
ND
ug/L
11/27/18
7.6
10
--
ND
ND
ND
--
--
--
--
ND
ND
ND
ND
ND
ND
14.9
ND
38.4
ND
ND
ug/L
04/02/19
7.6
10
--
ND
ND
ND
--
--
--
--
ND
ND
ND
ND
ND
ND
11.7
ND
ND
ND
ND
ug/L
11/19/19
7.6
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
36.5
ND
ND
ug/L
04/07/20
7.6
10
--
ND
ND
ND
ND
ND
ND
--
ND
ND
NS
NS
NS
ND
ND
ND
23.8
ND
--
ug/L
10/13/20
7.6
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
64.8
ND
ug/L
04/13/21
7.6
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
7.6
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
43.9
ND
ND
ug/L
04/12/22
7.6
10
--
ND
ND
ND
ND
ND
7.92 J
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
11.9
ND
NS
ug/L
10/24/22
6.4
20
10
ND
ND
6.7
J ND
8.7
J ND
ND
ND
ND
ND
ND
ND
ND
ND
12
J ND
10
J
68
ND
ND
ug/L
04/10/23
0.9
3
10
ND
0.93 J
5.9
ND
8.39
ND
ND
1.55 J
ND
ND
4.95
NS
NS
NS
10.3
3.42
7.77
37.9
7.98
NS
T1Greensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S-- ...I W0 Mo I-ng 2022-02=023 SpMngaAp-, III11-GMT,-Fob App--Upd-20230410 , Page of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Monitori ng Wei
Active :D
Monitoring
Wells
Active L;&u
& MNA
Monitoring
monitoring
Performance
vveiis
Wells
Closed
MSW Monitoring
Wells
& MNA
Performance
Monitorin
g Wells
AML-s
Off ite
te Well
Detected Monitoring
Constituent/Parameter
I
Barium
Units
ug/L
Sample
Date
03/05/90
MDL
--
--
--
bft
35
.11DR
--
MW-13SR
MW-13DR
MW-14
--
MW-17S
--
MW-17D
--
MW-1 8
--
MW-19
--
for the Closed
MW-4
15
MSW
Landfill
MW-11SR
--
MW-1
57
MW-2
27
MW-3
13
MW-6
--
MW-7
--
MW-8
--
9
Mw-!g�W-11
--
--
ND
NC 2L = 700 ug/L
ug/L
03/21/91
35
23
73
66
23
ND
EPA MCL = 2000 ug/L
ug/L
03/10/92
30
23
43
69
12
ND
ug/L
04/20/95
NO
--
--
--
--
NO
ND
NO
ND
ND
ug/L
06/27/95
ND
ug/L
09/22/95
NO
ND
NO
ND
NO
ND
ND
ug/L
03/28/96
NO
ND
NO
NO
ND
NO
ND
ND
ug/L
10/29/96
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/08/97
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/29/97
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/30/98
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/14/98
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/27/99
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/21/99
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
03/14/00
ND
ug/L
04/19/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/17/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/10/01
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/11/01
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/18/02
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/08/02
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/09/03
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/13/03
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/26/04
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/25/04
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/04/05
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/04/05
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/28/06
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/09/06
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/24/07
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/30/07
100
13.5 J
44.4
J
52.8
J
46.6
J
65.8
J
13.8
J
40.1
J
17.0
J
60.3
J
80.2
J
15.5 J
14.6 J
ug/L
04/23/08
100
11.9 J
42.6
J
31.7
J
57.1
J
55.4
J
12.1
J
59.5
J
26.8
J
52.1
J
81.1
J
12.3 J
14.8 J
ug/L
10/06/08
100
12.8 J
45.7
J
41.8
J
40.9
J
58.8
J
13.8
J
42.0
J
31.2
J
51.4
J
83.1
J
12.4 J
15.6 J
ug/L
04/13/09
100
11.5 J
51.3
J
56.0
J
49.5
J
65.8
J
17.2
J
42.6
J
36.7
J
81.6
J
89.8
J
14.9 J
14.5 J
ug/L
10/15/09
100
13.7 J
44.7
J
72.6
J
28.6
J
66.7
J
19.1
J
40.0
J
33.9
J
67.5
J
78.6
J
20.8 J
14.5 J
ug/L
04/26/10
100
9.47 J
49.9
J
54.7
J
43.3
J
66.0
J
19.8
J
39.8
J
33.4
J
67.2
J
80.3
J
11.7 J
14.8 J
ug/L
10/19/10
100
16.6 J
42.4
J
29.5
J
31.4
J
52.6
J
14.9
J
29.5
J
25.2
J
53.9
J
69.7
J
13.6 J
11.8 J
ug/L
04/18/11
100
13.1 J
48.1
J
41.9
J
48.8
J
64.8
J
21.4
J
40.2
J
28.2
J
70.3
J
81.9
J
17.5 J
15.4 J
ug/L
10/10/11
100
14.3 J
47.5
J
71.2
J
46.1
J
66.7
J
22.0
J
39.9
J
30.1
J
71.7
J
74.7
J
Dry
15.5 J
ug/L
04/17/12
100
19.5 J
52.1
J
40.5
J
62.7
J
75.0
J
21.7
J
39.8
J
30.1
J
67.5
J
84.9
J
Dry
15.5 J
ug/L
10/09/12
100
15.4 J
54.3
J
10.1
J
52.0
J
68.1
J
18.8
J
39.5
J
39.7
J
64.2
J
73.0
J
Dry
14.7 J
ug/L
04/15/13
100
14.6 J
49.4
J
26.8
J
40.5
J
60.8
J
20.4
J
42.7
J
36.7
J
78.4
J
86.4
J
Dry
14.6 J
ug/L
09/30/13
100
12.4 J
56.5
J
24.5
J
35.8
J
38.3
J
21.1
J
50.5
J
47.1
J
65.3
J
90.1
J
Dry
14.9 J
ug/L
04/16/14
100
13.6 J
47.3
J
15.9
J
35.3
J
41.8
J
15.2
J
42.6
J
28.9
J
60.6
J
102
Dry
16.2 J
ug/L
10/15/14
1
100
Dry
50.4
J
25.9
J
33.6
J
46.3
J
25.5
J
49.3
J
31.1
J
103
98.4
J
Dry
23.1 J
ug/L
04/15/15
1
100
15.6 J
49.2
J
95.6
J
46.6
J
53.3
J
32.9
J
45.0
J
28.4
J
74.7
J
93.7
J
Dry
18.2 J
ug/L
10/07/15
1
100
14.7 J
45.8
J
21.2
J
30.4
J
52.1
J
25.2
J
36.6
J
28.6
J
88.8
J
92.8
J
12.6 J
15.8 J
ug/L
04/11/16
1
100
13.7 J
41.5
J
69.3
J
31.9
J
38.8
J
34.0
J
44.4
J
28.6
J
65.5
J
84.0
J
8.38 J
18.5 J
ug/L
11/30/16
1
100
14.4 B
36.7
B
38.3
B
28.6
B
38.2
B
30.0
B
44.5
J
24.2
B
75.1
J
84.2
J
8.70 B
17.8 B
ug/L
04/11/17
1
100
14.5 J
45.3
J
28.5
J
29.9
J
54.5
J
32.6
J
45.0
J
26.6
J
99.7
J
106
9.34 J
18.6 J
ug/L
12/12/17
1
100
12.9 J
43.5
J
35.6
J
34.8
J
55.6
J
36.8
J
47.9
J
28.6
J
77.3
J
98.2
J
14.5 J
18.7 J
ug/L
06/20/18
1.1
--
100
11.7 J
58.2 J
39.8
J
40.3
J
59.9 J
26.7
J
57.0
J
31.8
J
42.7
J
33.3
J
76.3
J
89.3
J
38.6 J
--
ug/L
11/27/18
1.1
10
--
13.9
53.1
40.4
60.4
68.4
30.5
38.7
31.9
38.9
39.2
50.5
78.8
32.3
20.2
ug/L
04/02/19
1.1
10
15.4
49.0
37.8
54.9
98.0
30.4
38.3
33.5
37.8
40.8
54.2
78.4
38.9
20.8
ug/L
11/19/19
1.1
10
14.5
59.3
56.9
68.3
16.5
--
53.9
71.2
37.8
54.9
38.5
52.7
38.3
102
117
19.8
20.7
ug/L
04/07/20
1.1
10
12.8
54.7
42.2
91.8
10.6
86.7
--
43.0
69.3
NS
NS
NS
42.9
25.7
69
83
40.0
--
ug/L
10/13/20
1.1
10
15.4
52.7
19.1
44.0
44.6
87.9
33.4
83.8
59.5
25.9
72.8
26.7
34.7
33.9
41.0
34.4
75.6
95.5
27.5
19.0
ug/L
04/13/21
1.1
10
32.7
55.0
22
48.3
18.2
136.0
22.4
89.5
103
103.0
89.0
NS
NS
NS
46.0
38.4
66.6
78.2
25.0
NS
ug/L
10/19/21
1.1
10
21.6
51.9
22.9
39.6
44.7
84.2
36.4
78.1
19.8
35.8
67.1
23.7
63
36.7
42.3
33.6
80.0
99.9
42.2
15.8
ug/L
04/12/22
1.1
10
--
38.9
55.2
25.1
49.4
43.3
60.9
32.8
88.5
67.1
16.7
66.8
NS
NS
NS
37.5
26.1
63.3
87.8
24.1
NS
ug/L
10/24/22
4.4
10
700
49.0
52.0
20
35.0
40.0
72.0
17.0
64.0
22
35.0
57.0
25
54
39
38.0
24.0
87.0
130.0
NO
16.0
ug/L
04/10/23
0.9
5
700
65.3
50.0
25.5
47.1
38.3
109.0
11.5
84.1
63.9
5.7
62.2
NS
NS
NS
32.2
25.4
47.9
92.6
28.3
NS
TAGreensboro1-%-,j-020W358-20-043A Moore-tyR-Ine LFG& WO 05-S---IWO-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 2 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Monitori ng Wei
Active :D Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells & MNA
Performance
Monitorin
g Wells
AML-s
Off ite
te Well
Detected Monitoring
Constituent/Parameter
I
Cadmium
Units
ug/L
Sample
Date
03/05/90
MDL
bft
ND
.11DR
MW-13SR
MW-13DR
MW-14
MW-17S
MW-17D
MW-1 8
MW-19
for the Closed
MW-4
NO
MSW Landfill
MW-11SR
MW-11
ND
MW-2
ND
MW-3
NO
MW-6
MW-7
MW-8
9
Mw-!g�W-11
ND
NC 2L = 2 ug/L
ug/L
03/21/91
NO
ND
ND
NO
ND
ND
EPA MCL = 5 ug/L
ug/L
03/10/92
NO
ND
ND
NO
ND
ND
ug/L
04/20/95
NO
NO
ND
NO
ND
ND
ug/L
06/27/95
ND
ug/L
09/22/95
NO
ND
NO
ND
NO
ND
ND
ug/L
03/28/96
NO
ND
NO
NO
ND
NO
ND
ND
ug/L
10/29/96
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/08/97
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/29/97
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/30/98
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/14/98
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/27/99
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/21/99
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
03/14/00
ND
ug/L
04/19/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/17/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/10/01
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/11/01
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/18/02
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/08/02
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/09/03
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/13/03
2
NO
NO
ND
NO
ND
NO
ND
ug/L
04/26/04
1
NO
1
ND
NO
ND
NO
ND
ug/L
10/25/04
1
NO
NO
ND
NO
ND
NO
ND
ug/L
04/04/05
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/04/05
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/28/06
NO
NO
ND
ND
NO
ND
NO
1
NO
1
2
ND
ug/L
10/09/06
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/24/07
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/30/07
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/23/08
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/06/08
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/15/09
1
NO
NO
ND
ND
NO
0.487
J NO
ND
NO
ND
NO
ND
ug/L
04/26/10
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/19/10
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/18/11
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/10/11
1
NO
NO
ND
ND
NO
ND
NO
0.685
J NO
ND
Dry
ND
ug/L
04/17/12
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
Dry
ND
ug/L
10/09/12
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
Dry
ND
ug/L
04/15/13
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
Dry
ND
ug/L
09/30/13
1
NO
NO
ND
ND
NO
ND
1.15
0.722
J NO
ND
Dry
ND
ug/L
04/16/14
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
Dry
ND
ug/L
10/15/14
0.36
1
Dry
NO
ND
ND
NO
ND
NO
ND
NO
ND
Dry
ND
ug/L
04/15/15
0.36
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
Dry
ND
ug/L
10/07/15
0.36
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/11/16
0.36
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
11/30/16
0.36
1
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/11/17
0.36
1
NO
NO
ND
ND
NO
ND
0.585 J
ND
NO
0.696 J
NO
ND
ug/L
12/12/17
0.36
1
NO
--
NO
ND
ND
NO
ND
NO
ND
0.734
J
ND
NO
0.371 J
ug/L
06/20/18
0.36
1
NO
0.500
B
NO
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
--
ug/L
11/27/18
0.36
1
--
NO
ND
NO
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/02/19
0.36
1
NO
ND
NO
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
11/19/19
0.36
1
NO
ND
0.409 J
NO
ND
ND
ND
ND
NO
ND
ND
ND
NO
ND
NO
ND
ug/L
04/07/20
0.36
1
NO
ND
NO
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
NO
ND
NO
ug/L
10/13/20
0.36
1
NO
1.09
1.03
ND
1.93
ND
ND
1.26
NO
ND
1.11
ND
NO
ND
2.16
1.57
1.67
0.662 J
1.92
ug/L
04/13/21
0.36
1
NO
0.526
J 0.572 J
ND
NO
ND
ND
0.811 J
NO
ND
ND
NS
NS
NS
1.04
1.25
0.612
J
ND
0.855 J
NS
ug/L
10/09/21
0.36
1
NO
ND
NO
ND
NO
ND
ND
ND
NO
ND
ND
NS
NS
NS
ND
ND
NO
ND
NO
NS
ug/L
04/12/22
0.36
1
NO
0.496
J 0.395 J
ND
1.49
ND
ND
ND
NO
ND
ND
NS
NS
NS
1.01
ND
0.584
J
ND
0.615 J
NS
ug/L
10/24/22
0.36
1
--
NO
ND
NO
ND
NO
ND
ND
ND
NO
ND
ND
NS
NS
NS
ND
ND
NO
ND
NO
ND
ug/L
04/10/23
0.08
1
2
NO
ND
NO
ND
NO
ND
ND
ND
NO
ND
ND
NS
NS
NS
ND
ND
0.08
J
ND
NO
NS
T:%Greensboro15G%-fecQ020A358-20-043A Moore-tyR-I,, LFG& WO05-S---IW0-It-g 2022-0202=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 3 of 32

TABLE 5A
Record of Groundwater Monitoring Results
(Detected
Constituents)
Water Quality Monitoring Report, April 2023
Monitoring
Event
Moore County Landfill, NC Solid Waste Permit
No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Monitori ng Wei
Active :D Monitoring
Wells
Active L;&u
& MNA
Monitoring
monitoring
Performance
vveiis
Wells
Closed
MSW Monitoring
Wells
& MNA Performance
Monitorin g Wells
AML-s
Off ite
te Well
Detected Monitoring
Constituent/Parameter Units I
Chromium ug/L
Sample
Date
03/05/90
MDL
bft
ND
.11DR
MW-13SR
MW-13DR
MW-14
MW-17S
MW-17D
MW-1 8
MW-19
for the Closed
MW-4
NO
MSW Landfill
MW-11SR
MW-11
ND
MW-2
ND
MW-3
NO
MW-6
MW-7
MW-8
9
Mw-!g�W-11
ND
NC 2L = 10 ug/L ug/L
03/21/91
NO
ND
ND
12
10
ND
EPA MCL = 100 ug/L ug/L
03/10/92
NO
ND
ND
NO
ND
--
--
ND
ug/L
04/20/95
NO
NO
ND
12
7
ND
ug/L
06/27/95
--
--
ND
ug/L
09/22/95
NO
ND
NO
ND
NO
ND
ND
ug/L
03/28/96
NO
ND
NO
NO
ND
NO
ND
ND
ug/L
10/29/96
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/08/97
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/29/97
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/30/98
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/14/98
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/27/99
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/21/99
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
03/14/00
ND
ug/L
04/19/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/17/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/10/01
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/11/01
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/18/02
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/08/02
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/09/03
20
NO
NO
ND
NO
11
NO
ND
ug/L
10/13/03
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/26/04
NO
NO
NO
ND
NO
19
NO
ND
ug/L
10/25/04
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/04/05
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/04/05
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/28/06
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/09/06
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/24/07
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/30/07
10
NO
NO
2.4
J
ND
NO
ND
NO
ND
NO
ND
NO
2.8 J
ug/L
04/23/08
10
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/06/08
10
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/13/09
10
NO
NO
ND
ND
NO
ND
NO
1.1 J
NO
ND
NO
ND
ug/L
10/15/09
10
NO
NO
ND
ND
NO
1.02
J NO
ND
NO
ND
NO
ND
ug/L
04/26/10
10
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/19/10
10
5.84 J
NO
3.07
J
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/18/11
10
NO
NO
1.02
J
1.90 J
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/10/11
10
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
Dry
ND
ug/L
04/17/12
10
3.10 J
NO
ND
ND
NO
ND
NO
ND
NO
2.25 J
Dry
ND
ug/L
10/09/12
10
1.65 J
NO
3.37
J
ND
NO
ND
NO
ND
NO
ND
Dry
ND
ug/L
04/15/13
10
NO
NO
ND
ND
NO
ND
2.64
B ND
NO
ND
Dry
ND
ug/L
09/30/13
10
NO
NO
2.25
J
ND
NO
ND
NO
ND
NO
ND
Dry
ND
ug/L
04/16/14
10
NO
NO
1.88
J
ND
NO
ND
NO
ND
NO
ND
Dry
ND
ug/L
10/15/14
1.4
10
Dry
NO
5.71
J
1.83 J
NO
ND
NO
ND
NO
ND
Dry
ND
ug/L
04/15/15
1.4
10
NO
NO
ND
ND
NO
1.64
J NO
ND
NO
ND
Dry
ND
ug/L
10/07/15
1.4
10
NO
NO
2.97
J
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/11/16
1.4
10
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
4.36 J
ND
ug/L
11/30/16
1.4
10
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
1.42 J
ND
ug/L
04/11/17
1.4
10
NO
NO
2.22
J
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
12/12/17
1.4
10
NO
NO
1.88
J
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
06/20/18
1.4
--
10
NO
ND
NO
1.55
J
ND
ND
NO
ND
NO
ND
NO
ND
NO
ug/L
11/27/18
1.4
10
--
NO
ND
NO
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/02/19
1.4
10
NO
ND
NO
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
11/19/19
1.4
10
NO
ND
NO
ND
NO
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/07/20
1.4
10
--
NO
ND
NO
ND
NO
ND
--
3.46
J
3.68 J
NS
NS
NS
NO
ND
NO
ND
NO
--
ug/L
10/13/20
1.4
10
NO
ND
NO
ND
NO
ND
1.59 J
ND
NO
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
ug/L
04/13/21
1.4
10
--
NO
ND
NO
ND
NO
ND
NO
ND
NO
NO
ND
NS
NS
NS
NO
ND
NO
ND
NO
NS
ug/L
10/19/21
1.4
10
NO
ND
NO
ND
NO
ND
3.04
ND
NO
1.91
J
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/12/22
1.4
10
--
NO
ND
NO
ND
NO
ND
1.84 J
ND
NO
2.56
J
ND
NS
NS
NS
NO
ND
NO
ND
NO
NS
ug/L
10/24/22
1.1
10
10
NO
ND
NO
ND
NO
ND
NO
ND
NO
1.50
J
ND
ND
NO
ND
NO
ND
NO
1.2 J
NO
ND
ug/L
04/10/23
1.2
5
10
NO
ND
2.48 J
ND
NO
ND
NO
ND
NO
1.37
J
ND
NS
NS
NS
NO
ND
2.64 J
ND
NO
NS
TAGreensboro1-%-,j-020W358-20-043A Moore-tyR-Ine LFG& WO 05-S---IWO-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 4 of 32

TABLE5A
Record of Groundwater Monitoring Results (Detected Constituents)
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, NC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
Detected Monitoring
Constituent/Parameter
I
Cobalt
NC 2L IMAC = 1 ug/L
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
Sample
Date
06/20/18
11/27/18
04/02/19
11/19/19
04/07/20
10/13/20
04/13/21
10/19/21
04/12/22
10/24/22
04/10/23
I
MDL
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
0.2
4%
--
10
10
10
10
10
10
10
10
10
1
10
--
--
1
I
un
Backgrol
Monitor ng We
W.1
qp
I MW-5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
1.01
MW-11DR
2.13
2.03
2.55
ND
ND
1.49
1.63
ND
ND
ND
0.88
MW-13SR
J
J
J
J ND
1 ND
ND
ND
ND
0.68
Active
MW-13DR
1.51 1
1.43 1
ND
ND
ND
1.16
C&D Monitoring
MW-14
ND
ND
ND
ND
1.50 1
ND
ND
ND
ND
ND
ND
Wells
MW-17S
ND
ND
ND
ND
ND
ND
ND
1.3
MW-17D
ND
ND
1.48 J
ND
ND
ND
ND
ND
MW-18
ND
ND
ND
ND
ND
ND
0.225
MW-19
ND
ND
ND
ND
ND
J 0.245 J
Active L;&u
& MNA
Monitoring
for the Closed
MW-4
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
monitoring
Performance
MSW
vveiis
Wells
Landfill
MW-11SR
ND
ND
1.63 J
ND
ND
ND
ND
ND
ND
ND
ND
MW-1
ANR
ANR
ANR
ANR
NS
Closed
MW-2
ANR
ANR
ANR
ANR
NS
MSW Monitoring
MW-3
ANR
ANR
ANR
ANR
NS
Wells &
MW-6
ANR
ANR
ANR
ANR
ND
MNA Performance
MW-7
ANR
ANR
ANR
ANR
ND
Monitoring
MW-8
ANR
ANR
ANR
ANR
ND
Wells
Ado
ANR
ANR
ANR
ANR
ND
ANR
ANR
ANR
ANR
ND
offs 1
MPrivate W
NS
NS
NS
NS
NS
Copper
ug/L
03/05/90
--
--
--
ND
--
--
--
--
ND
10
ND
ND
ND
NC 2L=1000 ug/L
ug/L
03/21/91
ND
ND
14
12
ND
ND
EPA MCL = 1300 ug/L
ug/L
03/10/92
ND
ND
ND
110
ND
--
--
ND
ug/L
04/20/95
ND
--
ND
ND
14
11
ND
ug/L
06/27/95
--
--
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
ND
ND
ug/L
03/28/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/08/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/30/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/14/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/27/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/21/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/14/00
ND
ug/L
04/19/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/17/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/11/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/08/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/13/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/25/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/28/06
ug/L
10/09/06
ug/L
04/24/07
ug/L
10/30/07
ug/L
04/23/08
--
--
ug/L
06/20/18
1.6
--
10
2.28 B
ND
ND
5.70
B
ND
ND
ND
ug/L
11/27/18
1.6
10
--
ND
ND
ND
3.17
B
ND
ug/L
04/02/19
1.6
10
ND
ND
ND
--
3.37
J
ND
ug/L
11/19/19
1.6
10
ND
ND
ND
ND
2.96 J
1.76
J
ND
ug/L
04/07/20
1.6
10
ND
ND
ND
ND
ND
ND
--
1.75
J
ND
ug/L
10/13/20
1.6
10
ND
ND
ND
ND
3.26 J
ND
2.97 J
1.99
2.03 J
3.81
J
ND
ug/L
04/13/21
1.6
10
ND
ND
1.97
J ND
3.37 J
ND
ND
ND
ND
ND
ND
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
ug/L
10/19/21
1.6
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
2.20
J
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L
04/12/22
1.6
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
2.47
J
ND
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
ug/L
10/24/22
1.6
10
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L
04/10/23
1.1
5
1000
ND
ND
ND
ND
ND
ND
ND
ND
ND
1.82
J
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
T:%G--15G%-f-Q020A3e8-20-043A - -ty R-I,, LFG & WO05 - S-- ... I WQ -It-g 2022-0202=023 Spd,gApp-, 11111- GMT,- - App--pd- 20230410-, Page 5 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Monitori ng Wei
Active :D
Monitoring
Wells
Active L;&u
& MNA
Monitoring
monitoring vveiis
Performance
Wells
Closed MSW Monitoring
Wells
& MNA
Performance
Monitorin
g Wells
AML-s
Off ite
te Well
Detected Monitoring
Constituent/Parameter
Lead
Units
ug/L
Sample
Date
03/05/90
MDL
16
for the Closed
14
MSW Landfill
7
29
6
9
ND
NC 2L = 15 ug/L
ug/L
03/21/91
ND
ND
ND
NO
ND
ND
EPA MCL = 15 ug/L*
ug/L
03/10/92
14
25
10
39
12
--
--
--
ND
ug/L
04/20/95
--
--
--
ND
--
--
--
--
--
--
--
--
--
--
--
7
ND
18
16
--
ND
ug/L
06/27/95
--
--
--
ND
ug/L
09/22/95
NO
ND
NO
ND
NO
ND
ND
ug/L
03/28/96
NO
ND
NO
NO
ND
NO
ND
ND
ug/L
10/29/96
NO
NO
NO
ND
NO
ND
NO
39
ug/L
04/08/97
NO
NO
NO
ND
NO
ND
NO
34
ug/L
10/29/97
NO
NO
NO
ND
NO
ND
NO
70
ug/L
04/30/98
NO
NO
NO
ND
NO
ND
NO
42
ug/L
10/14/98
NO
NO
NO
ND
NO
ND
NO
26
ug/L
04/27/99
NO
NO
NO
ND
NO
ND
13
166
ug/L
10/21/99
NO
NO
NO
ND
NO
ND
NO
135
ug/L
03/14/00
ND
ug/L
04/19/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/17/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/10/01
NO
NO
NO
ND
NO
ND
10
14
ug/L
10/11/01
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/18/02
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/08/02
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/09/03
10
NO
NO
13
NO
ND
19
ND
ug/L
10/13/03
NO
NO
NO
ND
NO
ND
NO
11
ug/L
04/26/04
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/25/04
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/04/05
NO
NO
NO
12
NO
14
NO
16
ug/L
10/04/05
NO
NO
NO
11
NO
ND
NO
17
ug/L
04/28/06
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
13
18
ug/L
10/09/06
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/24/07
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/30/07
10
NO
3.9
J
ND
ND
NO
ND
4.6
J
5.2
J
6.5
J
2.6
J
2.5 J
6.8 J
ug/L
04/23/08
10
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
15.8
ug/L
10/06/08
10
NO
NO
9.4
J
ND
NO
ND
2.9
J
4.9
J
NO
ND
2.2 J
13.4
ug/L
04/13/09
10
NO
6.3
J
ND
ND
2.1
J 2.3
J 5.4
J
5.2
J
6.5
J
6.4
J
5.5 J
10.4
ug/L
10/15/09
10
NO
NO
ND
ND
NO
ND
NO
3.90
J
NO
ND
2.27 J
3.37 J
ug/L
04/26/10
10
NO
3.82
J
ND
ND
2.47
J ND
3.17
J
4.54
J
3.95
J
3.09
J
3.89 J
2.18 J
ug/L
10/19/10
10
4.34 J
2.07
J
3.45
J
ND
NO
ND
NO
ND
1.92
J
ND
NO
8.93 J
ug/L
04/18/11
10
NO
5.09
J
2.00
J
ND
NO
ND
5.57
J
5.07
J
6.87
J
ND
5.19 J
19.0
ug/L
10/10/11
10
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
Dry
ND
ug/L
04/17/12
10
NO
NO
2.26
J
ND
NO
ND
NO
4.08
J
NO
ND
Dry
16.6
ug/L
10/09/12
10
NO
3.49
J
2.51
J
ND
NO
ND
3.89
J
2.89
J
NO
ND
Dry
20.6
ug/L
04/15/13
10
NO
NO
2.11
J
ND
NO
ND
NO
ND
NO
ND
Dry
20.4
ug/L
09/30/13
10
NO
4.05
J
2.75
J
ND
NO
ND
6.67
J
5.81
J
5.32
J
3.31
J
Dry
37.3
ug/L
04/16/14
10
NO
4.17
J
3.06
J
ND
NO
ND
5.24
J
7.02
J
4.95
J
2.83
J
Dry
60.5
ug/L
10/15/14
2.1
10
Dry
NO
ND
ND
NO
ND
NO
ND
NO
ND
Dry
18.3
ug/L
04/15/15
2.1
10
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
Dry
26.2
ug/L
10/07/15
2.1
10
NO
NO
4.58
J
3.55 J
NO
ND
3.21
J
4.36
J
NO
5.90
J
6.76 J
22.2
ug/L
04/11/16
2.1
10
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
4.87 J
21.0
ug/L
11/30/16
3.1
10
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
11.5
ug/L
04/11/17
3.1
10
NO
NO
4.48
J
ND
NO
ND
NO
ND
NO
ND
NO
36.0
ug/L
12/12/17
3.1
10
NO
7.48
J
ND
ND
NO
ND
7.80
J
ND
3.33
J
ND
5.91 J
15.6
ug/L
06/20/18
3.1
--
10
NO
ND
NO
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
--
ug/L
11/27/18
3.1
10
--
NO
3.42
J
NO
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
23.7
ug/L
04/02/19
3.1
10
NO
ND
NO
ND
ND
ND
NO
ND
NO
ND
NO
ND
23.8
22.4
ug/L
11/19/19
3.1
10
NO
ND
NO
ND
ND
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
26.3
ug/L
04/07/20
3.1
10
NO
ND
NO
ND
ND
ND
ND
ND
NS
NS
NS
NO
ND
NO
ND
NO
--
ug/L
10/13/20
3.1
10
NO
6.92
4.49 J
ND
11.2
ND
ND
7.49
NO
ND
ND
ND
NO
ND
9.32
J
10.9
9.86
6.58
J
9.94 J
11.4
ug/L
04/13/21
3.1
10
NO
8.39
J 9.88 J
ND
7
J
3.98 J
ND
ND
7.9 J
5.15
J 11.5
NS
NS
NS
4.25
J
4.39
J
13.9
10.9
13
NS
ug/L
10/19/21
3.1
10
NO
ND
NO
ND
NO
ND
ND
ND
NO
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
NS
ug/L
04/12/22
3.1
10
NO
ND
NO
ND
NO
ND
ND
ND
NO
ND
ND
NS
NS
NS
3.98
J
ND
NO
ND
NO
NS
ug/L
10/24/22
3.1
10
--
NO
ND
NO
ND
NO
ND
ND
ND
NO
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
NS
ug/L
04/10/23
0.2
3
15
0.26 J
ND
NO
ND
NO
1.37 J
ND
ND
NO
0.435
J ND
NS
NS
NS
NO
ND
0.82
J
ND
NO
NS
TAGreensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S---IW0-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 6 of 32

TABLE 5A
Record of Groundwater Monitoring Results
(Detected
Constituents)
Water Quality Monitoring Report, April 2023
Monitoring
Event
Moore County Landfill, NC Solid Waste Permit
No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
Backgro:!!�n
Monitori ng Wei
Active C&D
Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells & MNA
Performance
Monitorin
g Wells
MLate
Cffsite
Well
Detected Monitoring
Constituent/Parameter Units
Mercury ug/L
Sample
Date
03/05/90
MOIL
0.5
for the Closed MSW
ND
Landfill
ND
0.5
NO
--
ND
NC 2L = 1 ug/L ug/L
03/21/91
0.6
0.6
0.8
2.4
0.6
ND
EPA MCL = 2 ug/L ug/L
03/10/92
0.7
1.1
NO
6
1.3
--
--
ND
ug/L
04/20/95
ND
--
--
--
ND
NO
1.2
0.3
ND
ug/L
06/27/95
--
--
ND
ug/L
09/22/95
ND
ND
ND
NO
ND
NO
ND
ug/L
03/28/96
ND
ND
NO
ND
NO
ND
NO
ND
ug/L
10/29/96
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
04/08/97
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
10/29/97
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
04/30/98
NO
ND
ND
NO
ND
NO
ND
ND
ug/L
10/14/98
NO
ND
ND
NO
ND
NO
ND
ND
ug/L
04/27/99
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
10/21/99
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
03/14/00
ND
ug/L
04/19/00
NO
ND
ND
NO
ND
NO
ND
ND
ug/L
10/17/00
NO
ND
ND
NO
ND
NO
ND
ND
ug/L
04/10/01
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
10/11/01
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
04/18/02
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
10/08/02
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
04/09/03
NO
ND
1.01
NO
ND
NO
ND
ND
ug/L
10/13/03
NO
ND
ND
NO
ND
NO
ND
ND
ug/L
04/26/04
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
10/25/04
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
04/04/05
NO
ND
ND
NO
ND
NO
ND
ND
ug/L
10/04/05
NO
ND
ND
NO
ND
NO
ND
ND
ug/L
04/28/06
ND
ND
ND
NO
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
04/24/07
NO
ND
ND
NO
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
10/30/07
0.2
0.17 J
0.12
J
0.24
0.21
0.16 J
ND
ND
NO
0.17
J NO
ND
ND
ug/L
04/23/08
0.2
ND
ND
ND
ND
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
10/06/08
0.2
ND
ND
ND
NO
ND
0.21
ND
NO
ND
NO
ND
ND
ug/L
04/13/09
0.2
ND
ND
ND
ND
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
10/15/09
0.2
ND
ND
ND
0.0952 J
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
04/26/10
0.2
NO
ND
ND
ND
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
10/19/10
0.2
NO
ND
ND
ND
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
04/18/11
0.2
ND
ND
ND
ND
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
10/10/11
0.2
ND
ND
ND
0.478
ND
ND
ND
NO
ND
NO
Dry
ND
ug/L
04/17/12
0.2
NO
ND
ND
0.175 J
ND
ND
ND
NO
ND
NO
Dry
ND
ug/L
10/09/12
0.2
NO
ND
ND
ND
ND
ND
ND
NO
ND
NO
Dry
ND
ug/L
04/15/13
0.2
ND
ND
ND
ND
ND
ND
ND
NO
ND
NO
Dry
ND
ug/L
09/30/13
0.2
ND
ND
ND
ND
ND
ND
ND
NO
ND
NO
Dry
ND
ug/L
04/16/14
0.2
ND
ND
NO
ND
ND
ND
ND
NO
ND
NO
Dry
ND
ug/L
10/15/14
0.17
0.2
Dry
ND
ND
ND
ND
ND
ND
NO
ND
NO
Dry
ND
ug/L
04/15/15
0.17
0.2
ND
ND
0.0261 J
ND
ND
ND
0.0796 J
NO
ND
NO
Dry
ND
ug/L
10/07/15
0.17
0.2
ND
ND
ND
ND
ND
NO
0.197 J
NO
ND
NO
0.201
ND
ug/L
04/11/16
0.17
0.2
ND
ND
ND
ND
ND
ND
ND
0.274
ND
NO
0.219
ND
ug/L
11/30/16
0.17
0.2
ND
ND
ND
ND
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
04/11/17
0.17
0.2
ND
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ND
ug/L
12/12/17
0.10
0.2
ND
0.0990
J
ND
0.103 J
ND
ND
ND
NO
ND
0.118 J
0.111 J
ND
ug/L
06/20/18
0.15
0.2
ND
NO
ND
ND
NO
ND
ND
NO
ND
NO
ND
NO
ND
ug/L
11/27/18
0.15
0.2
--
0.281
NO
ND
ND
NO
NO
ND
NO
ND
0.338
ND
0.187 J
ND
ND
ug/L
04/02/19
0.15
0.2
ND
NO
ND
ND
NO
ND
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
11/19/19
0.15
0.2
ND
NO
ND
NO
NO
ND
NO
ND
ND
ND
ND
NO
ND
NO
ND
ND
ug/L
04/07/20
0.15
0.2
ND
NO
ND
NO
NO
NO
ND
NO
NS
NS
NS
ND
NO
ND
NO
ND
ug/L
10/13/20
0.15
0.2
ND
NO
ND
ND
ND
NO
NO
NO
ND
ND
NO
NO
ND
ND
ND
NO
ND
NO
ND
ug/L
04/13/21
0.15
0.2
ND
NO
ND
NO
ND
NO
NO
NO
ND
0.476
NO
NS
NS
NS
ND
NO
ND
NO
ND
NS
ug/L
10/19/21
0.15
0.2
ND
NO
ND
ND
ND
NO
NO
NO
ND
ND
NO
NO
ND
ND
ND
NO
ND
NO
ND
NS
ug/L
04/12/22
0.15
0.2
--
ND
NO
ND
ND
ND
NO
NO
NO
ND
ND
NO
NS
NS
NS
ND
NO
ND
NO
ND
NS
ug/L
10/24/22
0.08
0.2
1
ND
NO
ND
NO
ND
NO
NO
NO
ND
0.14 J
NO
NO
0.71
NO
ND
NO
ND
NO
ND
ND
ug/L
04/10/23
0.08
0.2
1
ND
ND
ND
ND
ND
NO
NO
NO
ND
ND
NO
NS
NS
NS
ND
NO
ND
NO
ND
ND
Nickel Total
ug/L
06/20/18
2.2
--
50
4.03 B
3.14
B
ND
2.30 B
ND
ND
NO
NC 2L = 100 ug/L
ug/L
11/27/18
2.2
10
--
ND
NO
ND
ND
NO
ug/L
04/02/19
2.2
10
ND
NO
ND
ND
NO
ug/L
11/19/19
2.2
10
ND
NO
ND
NO
NO
ND
NO
ug/L
04/07/20
2.2
10
ND
NO
ND
NO
NO
NO
ND
NO
ug/L
10/13/20
2.2
10
NO
NO
ND
ND
ND
NO
NO
NO
ND
ND
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
ug/L
04/13/21
2.2
10
NO
NO
ND
ND
ND
NO
NO
NO
ND
ND
NO
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
ug/L
10/19/21
2.2
10
ND
ND
ND
ND
ND
NO
NO
NO
ND
ND
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
NS
ug/L
04/12/22
2.2
10
--
ND
NO
ND
ND
ND
NO
NO
NO
ND
ND
NO
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
ug/L
10/24/22
3.3
40
100
NO
NO
ND
ND
4.3
J
NO
NO
NO
ND
ND
NO
ANR
ANR
ANR
ND
NO
NO
NO
ND
ANR
ug/L
04/10/23
0.4
5
100
NO
0.5
J 0.965 J
ND
0.5
J
1.38 J
NO
0.47
J 0.84 J
ND
NO
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
TAGreensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S---IW0-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 7 of 32

TABLE 5A
Record of Groundwater Monitoring Results
Water Quality Monitoring Report, April 2023
Moore County Landfill, NC Solid Waste Permit
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
Detected Monitoring
Selenium ug/L
(Detected
Monitoring
No. 63-01
Sample
04/28/06
Constituents)
Event
MDL
--
--
--
Backgro:!!�n
Monitori ng Wei
ND
--
Active C&D Monitoring
ND
Wells
--
--
--
--
Active L;&u monitoring
& MNA Performance
Monitoring
for the Closed MSW
ND
vveiis
Wells
Landfill
--
ND
Closed
ND
MSW Monitoring
ND
Wells
ND
& MNA Performance
ND
Monitorin
ND
g Wells
ND
M
ND
offs
7Pr.va .11W
ND
NC 2L = 20 ug/L ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
EPA MCL = 50 ug/L ug/L
04/24/07
--
--
--
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/30/07
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/23/08
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/06/08
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/09
10
ND
6.4
B
ND
ND
ND
ND
4.7
B 13.9
B
ND
14.6
B
15.2 B
ND
ug/L
10/15/09
10
ND
ND
ND
ND
ND
ND
ND
ND
1.02
B
2.47
B
ND
ND
ug/L
04/26/10
--
--
10
ND
--
1.35
J --
--
--
--
ND
--
ND
ND
ND
1.17
J 1.18
J
ND
ND
3.22 J
ND
ug/L
10/19/10
10
ND
ND
ND
ND
2.48 J
1.09
J 0.919
J 2.88
J
1.30
J
4.50
J
1.49 J
ND
ug/L
04/18/11
10
ND
ND
4.90 J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/10/11
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
2.71
J ND
ND
ND
ND
Dry
ND
ug/L
04/17/12
10
ND
5.54 (ND)
J
2.86 (ND) J
ND
ND
ND
4.55 (ND)
J ND
ND
ND
Dry
ND
ug/L
10/09/12
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
12.4
Dry
ND
ug/L
04/15/13
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
09/30/13
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/16/14
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/15/14
5.0
--
10
Dry
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/15
5.0
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/07/15
5.0
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/16
5.0
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/30/16
6.2
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/17
6.2
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
12/12/17
6.2
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
06/20/18
6.2
--
10
ND
ND
ND
--
--
--
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
--
ug/L
11/27/18
6.2
10
--
ND
ND
ND
--
--
--
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/02/19
6.2
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/19/19
6.2
10
--
ND
ND
ND
ND
ND
--
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/07/20
6.2
10
--
ND
ND
ND
ND
ND
ND
--
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
--
ug/L
10/13/20
6.2
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/21
6.2
10
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
6.2
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ANR
ANR
ANR
ND
ND
ND
ND
ND
NS
ug/L
04/12/22
6.2
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/24/22
6.2
10
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ANR
ANR
ANR
ND
ND
ND
ND
ND
NS
ug/L
04/10/23
6.2
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
Silver
ug/L
04/28/06
--
--
--
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
NC 2L = 20 ug/L
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
EPA MCL = 100 ug/L"
ug/L
04/24/07
--
--
--
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/30/07
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/23/08
10
2.8 B
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/06/08
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
4.6
B
ND
ND
ug/L
04/13/09
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/15/09
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
3.03
J
ND
ND
ug/L
04/26/10
--
--
10
ND
--
5.35
J --
--
--
--
ND
--
ND
ND
ND
3.86
J 5.70
J
5.29
J
5.55
J
2.17 J
ND
ug/L
10/19/10
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/11
10
ND
5.35
J
ND
ND
ND
ND
5.13
J ND
ND
5.64
J
1.95 J
ND
ug/L
10/10/11
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
9.37
J
ND
ND
Dry
ND
ug/L
04/17/12
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/09/12
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
2.66
J
ND
2.43
J
Dry
ND
ug/L
04/15/13
--
--
10
ND
--
2.19
J --
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
09/30/13
10
ND
4.10
J
ND
ND
ND
ND
4.63
J 5.55
J
4.09
J
2.61
J
Dry
ND
ug/L
04/16/14
--
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/15/14
1.9
--
10
Dry
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/15
1.9
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/07/15
1.9
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/16
1.9
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/30/16
1.9
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/17
1.9
--
10
ND
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
1.92
J
ND
ND
ND
ND
ug/L
12/12/17
1.9
10
ND
ND
ND
ND
ND
ND
ND
ND
2.43
B
ND
ND
ND
ug/L
06/20/18
1.9
--
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/27/18
1.9
10
--
ND
ND
ND
--
--
--
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/02/19
1.9
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/19/19
1.9
10
--
ND
ND
ND
ND
ND
--
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/07/20
1.9
10
--
ND
ND
ND
ND
ND
ND
--
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/13/20
1.9
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/21
1.9
10
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
1.9
10
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ANR
ANR
ANR
ND
ND
ND
ND
ND
NS
ug/L
04/12/22
1.9
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/24/22
1.9
10
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ANR
ANR
ANR
ND
ND
ND
ND
ND
NS
ug/L
04/10/23
1.9
10
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
TAGreensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S-- ... IW0-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob Appmtl-pd-20230410 , Page 8 of 32

TABLE 5A
Record of Groundwater Monitoring Results (Detected Constituents)
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, NC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
Detected Monitoring
Constituent/Parameter
Vanadium Total
NC 2L IMAC = 0.3 ug/L
Units
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
Sample
D.
06/20/18
11/27/18
04/02/19
11/19/19
04/07/20
10/13/20
04/13/21
10/19/21
04/12/22
10/24/22
04/10/23
MDL
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.4
1.0
0.6
4%
--
10
10
10
10
10
10
10
10
10
10
25
--
0.3
0.3
Backgrol
un
W.1
Monitor ng We
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2.86
1.65
1.65
ND
ND
1.70
ND
ND
ND
1.70
ND
J
J
J
J 2.15
ND
ND
ND
J 2.2
2.12
J
J
Active
ND
ND
ND
ND
1 J
ND
:D
3.60
1.95
1.65
ND
1.55
4.83
ND
ND
ND
3
ND
Monitoring
J
J
J
J
J
J
Wells
ND
ND
ND
ND
ND
ND
1.4
ND
ND
2.02
ND
ND
ND
6.97
J 2.3
2.02
J
J
J
J
ND
2.34 J
ND
ND
ND
2.2 J
ND
ND
ND
ND
ND
ND
ND
Active L;&u
& MNA
Monitoring
for the Closed
ND
ND
ND
1.92
ND
ND
ND
2.2
3.72
2.5
ND
monitoring
Performance
MSW
J
J
J
J
vveiis
Wells
Landfill
3.39 J
2.90 J
2.46 J
ND
ND
2.32 J
ND
ND
ND
4.4 J
0.96 J
ANR
NS
ANR
NS
ANR
NS
Closed
ANR
NS
ANR
NS
ANR
NS
MSW Monitoring
ANR
NS
ANR
NS
ANR
NS
Wells & MNA
4.40 J
--
ANR
ANR
ANR
ANR
ANR
ANR
Performance
3.09
--
ANR
ANR
ANR
ANR
ANR
ANR
Monitoring
J
ANR
ANR
ANR
ANR
ANR
ANR
Wells
Ado
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
offs 1
MPrivate W
ANR
NS
ND
NS
ANR
NS
Zinc
ug/L
03/05/90
--
--
--
34
--
26
--
43
79
11
ND
NC 2L = 1000 ug/L
ug/L
03/21/91
ND
ND
24
24
ND
ND
EPA MCL = 5000 ug/L
ug/L
03/10/92
30
31
40
31
21
--
--
--
--
ND
ug/L
04/20/95
35
--
--
--
--
47
60
49
51
ND
ug/L
06/27/95
-
--
--
--
--
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
ND
ND
ug/L
03/28/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/08/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/30/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/14/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/27/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/21/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/14/00
ND
ug/L
04/19/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/17/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/11/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/08/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/13/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/25/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/28/06
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
10/09/06
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
04/24/07
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
10/30/07
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
04/23/08
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
06/20/18
4.4
--
10
ND
ND
ND
--
--
--
--
ND
ND
--
--
--
ND
ND
--
--
--
--
ug/L
11/27/18
4.4
10
--
ND
ND
ND
ND
ND
ug/L
04/02/19
4.4
10
ND
ND
ND
ND
ND
ug/L
11/19/19
4.4
10
ND
ND
5.24
J
ND
ND
22.6
ND
ug/L
04/07/20
4.4
10
ND
27.7
ND
ND
ND
ND
ND
ND
ug/L
10/13/20
4.4
10
ND
ND
455
ND
4.83
J
ND
ND
ND
ND
ND
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L
04/13/21
4.4
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
ug/L
10/19/21
4.4
10
ND
ND
26.8
J
ND
ND
ND
ND
ND
ND
ND
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L
04/12/22
4.4
10
--
ND
ND
7.43
J
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
ug/L
10/24/22
8.7
20
1000
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
140
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L
04/10/23
2.8
20
1000
ND
ND
3.55
J
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
T:%Greensboro15G%-fecQ020A358-20-043A Moore-tyR-I,, LFG& WO05-S-- ...I W0 Mo I-ng 2022-0202=023 SpMngaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 9 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Monitori ng Wei
Active :D Monitoring
Wells
Active L;&u
& MNA Performance
Monitoring
monitoring vveiis
Wells
Closed
MSW Monitoring
Wells &
MNA Performance
Monitorin g
Wells
AML-s
Off ite
te Well
Detected Monitoring
Constituent/Parameter
1
Iron
Units
ug/L
Sample
Date
03/05/90
MDL
--
--
--
&0
1469
.11DR
--
MW-13SR
MW-13DR
MW-14
--
MW-17S
--
MW-17D
--
MW-1 8
--
MW-19
--
for the Closed
MW-4
419
MSW Landfill
MW-11SR
--
MW-1
239
MW-2
1110
MW-3
394
MW-6
--
MW-7
--
MW-8
--
9
Mw-!g�W-i
--
--
ND
NC 2L = 300 ug/L
ug/L
03/21/91
7800
700
2510
17000
6500
ND
EPA MCL = 300 ug/L
ug/L
03/10/92
213
463
90
3110
323
--
--
--
--
ND
ug/L
04/20/95
--
--
--
186
--
--
--
--
--
--
--
--
--
--
--
1340
9600
51200
71500
--
ND
ug/L
06/27/95
-
--
--
--
--
ND
ug/L
09/22/95
NO
ND
NO
ND
NO
ND
ND
ug/L
03/28/96
NO
ND
ND
NO
ND
NO
ND
ND
ug/L
10/29/96
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/08/97
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/29/97
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/30/98
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/14/98
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/27/99
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/21/99
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
03/14/00
ND
ug/L
04/19/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/17/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/10/01
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/11/01
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/18/02
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/08/02
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/09/03
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/13/03
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/26/04
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/25/04
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/04/05
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/04/05
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/28/06
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
10/09/06
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
04/24/07
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
10/30/07
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
04/23/08
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
06/20/18
22
--
300
72.9 J
83,700
135,000
--
--
--
--
1,790
144,000
--
--
--
--
--
--
--
--
--
ug/L
11/27/18
22
50
--
NO
88,300
142,000
--
--
--
--
417
141,000
--
--
--
--
--
--
--
--
--
ug/L
04/02/19
22
50
--
NO
82,700
134,000
--
--
--
--
440
129,000
--
--
--
--
--
--
--
--
--
ug/L
11/19/19
22
50
--
NO
75,900
152,000
38,400
181
--
--
15,500
101,000
--
--
--
--
--
--
--
--
--
ug/L
04/07/20
22
50
--
NO
52,300
141,000
2,670
448
111,000
--
2,510
101,000
--
--
--
--
--
--
--
--
--
ug/L
10/13/20
22
50
--
NO
83,800
66,200
7,600
139,000
14,400
2,500
103,000
ND
397
119,000
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L
04/13/21
22
50
--
NO
94,700
78,700
8,000
45,900
9,390
1,470
131,000
60,400
19,300
123,000
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
ug/L
10/19/21
22
50
--
NO
72,500
58,600
8,430
136,000
48,700
2,200
93,400
305
1,130
88,200
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L
04/12/22
22
50
--
NO
92,200
84,500
11,000
160,000
214
190
34,100
368
1,530
122,000
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
ug/L
10/24/22
20
100
300
NO
66,000
60,000
9,000
120,000
32,000
230
62,000
330
2,700
120,000
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L
04/10/23
12
100
300
NO
90,900
90,600
12,500
132,000
39 J
107
37,100
1,360
177
137,000
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
T1Greensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO Monlb,IngWM1aze 05-S---IW0-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 10 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Monitori ng Wei
Active :D Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells &
MNA Performance
Monitorin g
Wells
AML-s
Off ite
te Well
Detected Monitoring
Constituent/Parameter
Manganese
Units
ug/L
Sample
Date
03/05/90
MDL
NO
for the Closed MSW
ND
Landfill
31
NO
ND
9
ND
NC 2L = 50 ug/L
ug/L
03/21/91
20
14
50
50
13
ND
EPA MCL = 50 ug/L
ug/L
03/10/92
NO
ND
47
32
ND
--
--
--
--
ND
ug/L
04/20/95
NO
--
--
23
23
1020
173
ND
ug/L
06/27/95
--
--
--
--
ND
ug/L
09/22/95
NO
ND
NO
ND
NO
ND
ND
ug/L
03/28/96
NO
ND
NO
NO
ND
NO
ND
ND
ug/L
10/29/96
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/08/97
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/29/97
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/30/98
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/14/98
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/27/99
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/21/99
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
03/14/00
ND
ug/L
04/19/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/17/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/10/01
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/11/01
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/18/02
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/08/02
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/09/03
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/13/03
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/26/04
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/25/04
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/04/05
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/04/05
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/28/06
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
10/09/06
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
04/24/07
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
10/30/07
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
04/23/08
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
06/20/18
1.5
--
50
NO
200
186
--
--
--
--
40.2 J
346
--
--
--
--
--
--
--
--
--
ug/L
11/27/18
1.5
10
--
1.73 J
203
185
--
--
--
--
103
384
--
--
--
--
--
--
--
--
--
ug/L
04/02/19
1.5
10
--
3.52 J
190
174
--
--
--
--
185
443
--
--
--
--
--
--
--
--
--
ug/L
11/19/19
1.5
10
2.68 J
191
212
114
2.71
J --
131
248
ug/L
04/07/20
1.5
10
--
1.59 J
166
229
99.6
8.4
J 228
--
53
258
--
--
--
--
--
--
--
--
--
ug/L
10/13/20
1.5
10
2.85 J
180
569
123
183
164
47.8
227
NO
11
294
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L
04/13/21
1.5
10
4.80 J
178
683
150
68
104
37.3
241
229
327
372
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
ug/L
10/19/21
1.5
10
2.13 J
156
560
71.8
176
181
19.4
154
2.52 J
34
259
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L
04/12/22
1.5
10
--
4.62 J
169
683
141
180
27
1.9
J 129
320
3
352
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
ug/L
10/24/22
1.3
10
50
7.90 J
150
470
66
130
200
5.6
J 120
NO
84
320
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L
04/10/23
2.2
5
50
35.60
160
712
127
161
25
2.2
J 130
82.1
ND
419
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
T1Greensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S---IW0-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 11 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
ng Wei
Active :■ Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells
& MNA
Performance
Monitorin
g Wells
Off ite
te Well
DetectedMonitori
Constituent/Parameter
1
Acetone
Units
ug/L
Date
03/05/90
&0
■
■
■
9
ND
NC 2L = 6000 ug/L
ug/L
03/21/91
ND
ug/L
03/10/92
ND
ug/L
04/20/95
ND
ug/L
06/27/95
ND
NO
ND
ND
ug/L
09/22/95
NO
ND
ND
NO
ND
NO
ND
NO
ND
ND
ug/L
03/28/96
NO
ND
ND
NO
ND
NO
ND
NO
ND
ND
ug/L
10/29/96
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/08/97
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/29/97
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/30/98
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/14/98
NO
NO
NO
ND
3085
ND
NO
ND
ug/L
04/27/99
NO
NO
NO
541
NO
ND
NO
ND
ug/L
10/21/99
NO
NO
335
390
108
ND
NO
ND
ug/L
03/14/00
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/19/00
NO
NO
NO
ND
728
ND
139
ND
ug/L
10/17/00
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/10/01
NO
NO
185
ND
2628
ND
NO
ND
ug/L
10/11/01
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/18/02
NO
NO
129
ND
NO
ND
NO
ND
ug/L
10/08/02
NO
NO
422
110
NO
ND
NO
ND
ug/L
04/09/03
NO
NO
NO
192
119
ND
NO
ND
ug/L
10/13/03
NO
NO
125
113
361
ND
NO
ND
ug/L
04/26/04
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
10/25/04
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/04/05
NO
NO
NO
1400
123
ND
NO
ND
ug/L
10/04/05
NO
NO
NO
ND
NO
ND
NO
ND
ug/L
04/28/06
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
10/09/06
NO
NO
ND
ND
NO
ND
NO
ND
NO
ND
NO
ND
ug/L
04/24/07
NO
NO
ND
ND
NO
ND
NO
138
NO
ND
NO
ND
ug/L
10/30/07
100
NO
4.8 J
ND
ND
NO
ND
380
60
16
7.7
5.6
ND
ug/L
04/23/08
100
NO
NO
5.7 J
ND
NO
ND
420
120
220
10
J
NO
ND
ug/L
10/06/08
100
NO
7.6 B
ND
ND
NO
ND
1100
160
56
J
20
B
210
ND
ug/L
04/13/09
100
NO
NO
ND
ND
NO
ND
48
J
240
160
ND
45 J
ND
ug/L
10/15/09
100
NO
NO
ND
ND
NO
ND
NO
78
J
NO
ND
NO
ND
ug/L
04/26/10
100
NO
NO
ND
ND
NO
ND
80
J
25
J
77
J
8.9
J
140
ND
ug/L
10/19/10
100
NO
NO
ND
ND
NO
ND
180
1700
NO
ND
170
ND
ug/L
04/18/11
100
NO
NO
ND
ND
NO
ND
29
J
36
J
NO
36
J
NO
ND
ug/L
10/10/11
100
NO
NO
ND
ND
NO
ND
15
J
--
NO
5.0
J
Dry
ND
ug/L
04/17/12
100
NO
NO
ND
ND
NO
ND
10
J
56
J
12
J
18
J
Dry
ND
ug/L
10/09/12
100
NO
NO
ND
ND
NO
ND
NO
290
NO
13
J
Dry
ND
ug/L
04/15/13
100
NO
NO
ND
ND
NO
ND
150
88
J
73
J
12
J
Dry
ND
ug/L
09/30/13
100
NO
NO
ND
ND
NO
ND
94
J
24
J
9.8
J
5.5
J
Dry
ND
ug/L
04/16/14
100
NO
NO
ND
ND
NO
ND
280
36
J
6.3
J
15
J
Dry
ND
ug/L
10/15/14
1.2
100
Dry
NO
ND
ND
NO
ND
16
J
110
6.6
J
12
J
Dry
ND
ug/L
04/15/15
1.2
100
NO
NO
ND
ND
NO
ND
210
110
16
J
7.0
J
Dry
ND
ug/L
10/07/15
1.2
100
NO
NO
ND
ND
NO
ND
130
200
6.4
J
2.6
J
98 J
ND
ug/L
04/11/16
1.2
100
NO
NO
ND
ND
NO
ND
290
110
NO
55
J
300
ND
ug/L
11/30/16
10
100
NO
NO
ND
ND
NO
ND
46
J
10
J
NO
19
J
980
ND
ug/L
04/11/17
10
100
NO
NO
ND
ND
NO
ND
NO
20
J
NO
ND
880
ND
ug/L
12/12/17
10
100
NO
NO
ND
ND
NO
ND
NO
ND
NO
11
J
20 J
ND
ug/L
06/20/18
10
--
100
NO
ND
NO
ND
ND
ND
NO
ND
20
B
19
B
11
B
20
B
NO
ND
ug/L
11/27/18
10
20
--
NO
ND
NO
ND
ND
ND
NO
ND
28
190
56
57
NO
ND
ug/L
04/02/19
10
20
NO
ND
NO
ND
ND
ND
NO
ND
12
J
490
21
ND
NO
ND
ug/L
11/19/19
10
20
NO
ND
NO
ND
ND
ND
ND
ND
NO
ND
NO
12
J
NO
ND
190
ND
ug/L
04/07/20
10
20
NO
ND
NO
ND
ND
ND
ND
ND
NS
NS
NS
26
59
NO
17
J
NO
NS
ug/L
10/13/20
10
20
NO
ND
NO
ND
NO
ND
ND
ND
NO
ND
ND
ND
NO
ND
NO
490
D
NO
ND
NO
ND
ug/L
04/13/21
10
20
NO
ND
NO
ND
120
ND
ND
11
J
22
ND
10
NS
NS
NS
46
75
NO
ND
NO
NS
ug/L
10/19/21
10
20
NO
ND
NO
ND
NO
ND
ND
18
J
NO
ND
ND
ND
NO
ND
27
270
NO
ND
NO
NS
ug/L
04/12/22
10
20
--
NO
ND
NO
ND
NO
ND
ND
18
J
NO
NO
ND
NS
NS
NS
27
270
NO
ND
NO
NS
ug/L
10/24/22
10
20
6000
NO
ND
NO
ND
NO
ND
ND
14
J
NO
NO
ND
ND
NO
ND
NO
21
NO
ND
NO
ND
ug/L
04/10/23
10
25
6000
NO
ND
NO
NO
NO
ND
ND
15.4
J
NO
NO
ND
NS
NS
NS
NO
676
35.5
ND
NO
NS
T1Greensboro1—%-,j-020W358-20-043A Moore—tyR-I,, LFG& WO 05-S-- ... IW0—It—g 2022-02=023 Spd,gaAp—, III11—GMT,—Fob App--Upd-20230410 , Page 12 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Wei
Active
C&D Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells &
MNA Performance
Monitorin g Wells
Ado
DetectedMonitoring
Constituent/Parameter
Benzene
Units
ug/L
Date
03/05/90
MDL
■
■
■
for the Closed MSW
Landfill
ND
NC 2L = 1 ug/L
ug/L
03/21/91
ND
EPA MCL = 5 ug/L
ug/L
03/10/92
ND
ug/L
04/20/95
ND
ug/L
06/27/95
ND
3.2
8.8
9.8
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
ND
ND
6
6
ND
ug/L
03/28/96
ND
ND
ND
59
ND
5
6
--
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
6
9
ND
ug/L
04/08/97
ND
ND
ND
ND
ND
6
7
ND
ug/L
10/29/97
ND
ND
5
ND
ND
6.5
11
ND
ug/L
04/30/98
ND
ND
ND
6.6
ND
6.4
11
ND
ug/L
10/14/98
ND
ND
ND
ND
ND
ND
8.5
ND
ug/L
04/27/99
ND
5.3
ND
ND
ND
6.2
10
ND
ug/L
10/21/99
ND
ND
--
ND
ND
ND
ND
11
ND
ug/L
03/14/00
ND
ND
ND
ND
3
ND
3
ND
ND
4
11
ND
ug/L
04/19/00
ND
ND
--
ND
ND
ND
ND
7.6
ND
ug/L
10/17/00
ND
ND
ND
ND
5
5.2
9.2
ND
ug/L
04/10/01
ND
ND
ND
ND
ND
5.1
9.6
ND
ug/L
10/11/01
ND
ND
ND
ND
ND
ND
8
ND
ug/L
04/18/02
ND
ND
ND
ND
5
ND
ND
ND
ug/L
10/08/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
ND
6.8
ND
ug/L
10/13/03
ND
ND
ND
ND
ND
ND
8.9
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
8.4
ND
ug/L
10/25/04
ND
ND
ND
ND
ND
ND
6.8
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
7.9
ND
ug/L
10/04/05
ND
ND
ND
ND
ND
ND
6.5
ND
ug/L
04/28/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
6.6
ND
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
5.5
ND
ug/L
04/24/07
ND
ND
ND
ND
ND
ND
ND
ND
4.1
3.5
3.3
ND
ug/L
10/30/07
1
ND
2.2
ND
ND
1.2
ND
3.0
1.5
2.7
3.2
4.2
ND
ug/L
04/23/08
1
ND
2.5
ND
ND
0.92
J
ND
ND
2.8
0.84 J
4.0
ND
ND
ug/L
10/06/08
1
ND
ND
ND
ND
0.97
J
ND
ND
2.1
2.2
2.5
6.4
ND
ug/L
04/13/09
1
ND
2.3
ND
ND
ND
ND
2.6
ND
3.1
3.4
5.9
ND
ug/L
10/15/09
1
ND
2.2
0.40 J
1.1
1.4
ND
3.4
1.3
2.9
3.5
4.0
ND
ug/L
04/26/10
1
ND
2.5
ND
ND
1.1
ND
2.2
2.4
3.1
3.6
5.2
ND
ug/L
10/19/10
1
ND
2.3
ND
ND
1.0
ND
3.1
ND
3.0
3.6
4.6
ND
ug/L
04/18/11
1
ND
ND
ND
ND
ND
ND
ND
0.80
J
3.9
ND
4.1
ND
ug/L
10/10/11
1
ND
2.2
ND
ND
1.0
ND
3.4
--
3.4
3.5
Dry
ND
ug/L
04/17/12
1
ND
2.3
ND
0.81
J 1.0
ND
3.6
1.2
4.3
3.9
Dry
ND
ug/L
10/09/12
1
ND
2.0
ND
0.69
J 1.2
ND
2.2
2.2
3.6
4.0
Dry
ND
ug/L
04/15/13
1
ND
2.1
ND
ND
0.74
J
ND
2.4
1.1
3.6
4.2
Dry
ND
ug/L
09/30/13
1
ND
2.1
ND
ND
0.50
J
ND
2.2
2.7
2.4
3.4
Dry
ND
ug/L
04/16/14
1
ND
2.0
ND
ND
0.67
J
ND
2.9
1.8
2.8
3.3
Dry
ND
ug/L
10/15/14
0.15
1
Dry
1.9
ND
ND
0.81
J
ND
2.8
1.6
3.9
3.4
Dry
ND
ug/L
04/15/15
0.15
1
ND
1.2
ND
ND
0.81
J
ND
1.5
0.69
J
1.9
2.9
Dry
ND
ug/L
10/07/15
0.15
1
ND
2.4
ND
ND
0.80
J
ND
3.9
1.6
3.1
3.9
6.3
ND
ug/L
04/11/16
0.15
1
ND
2.2
ND
ND
0.54
J
ND
2.0
0.64
J
3.5
3.8
2.8
ND
ug/L
11/30/16
0.15
1
ND
2.0
ND
ND
0.45
J
ND
2.6
1.4
2.9
2.9
3.6
ND
ug/L
04/11/17
0.15
1
ND
2.2
ND
ND
1.2
ND
2.9
ND
3.9
4.1
3.4
ND
ug/L
12/12/17
0.15
1
ND
--
1.4
ND
--
0.87
J 0.60
J
ND
2.4
1.1
2.7
3.5
4.4
ND
ug/L
06/20/18
0.15
1
ND
1.2
1.6
ND
2.4
ND
1.0
ND
2.5
1.1
3.3
3.4
1.1
ND
ug/L
11/27/18
0.15
1
--
ND
2.0
2.0
ND
2.8
ND
ND
ND
3.3
0.75
J
2.3
3.6
1.5
ND
ug/L
04/02/19
0.15
1
ND
2.1
1.6
ND
2.7
ND
0.50
J
ND
3.4
1.1
J
2.7
3.4
1.8
ND
ug/L
11/19/19
0.15
1
ND
1.6
2.3
ND
ND
--
ND
2.8
0.48
J 0.97
J
ND
3.7
1.6
2.9
3.8
5.7
ND
(Verification vent
ug
.57
1
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
1.5
ND
ug/L
04/07/20
0.15
1
ND
1.6
1.7
ND
ND
1.6
ND
3.1
1.4
ND
2.5
3.6
1.5
ND
(Verification Event)
ug/L
06/05/20
0.15
1
--
1.2
NS
NS
NS
--
--
NS
ug/L
10/13/20
0.15
1
ND
1.9
ND
ND
2.2
ND
ND
0.99
J
ND
ND
3.2
ND
0.54
J
ND
2.5
ND
2.8
4.0
1.2
ND
ug/L
04/13/21
0.15
1
ND
2.1
ND
ND
ND
ND
ND
1.2
ND
ND
2.7
NS
NS
NS
2.6
1
3.2
3.2
0.8 J
NS
ug/L
10/19/21
0.15
1
ND
1.9
ND
ND
1.7
ND
ND
ND
ND
ND
2.6
ND
ND
ND
1.6
1.1
2.1
2.2
ND
ND
ug/L
04/12/22
0.15
1
--
ND
1.7
ND
ND
1.9
ND
ND
0.87
J
ND
ND
2.4
NS
NS
NS
2.3
ND
2.2
3.2
0.94 J
NS
ug/L
10/24/22
0.15
1
1
ND
1.7
0.54
J ND
1.9
ND
ND
0.71
J
ND
ND
2.2
ND
0.86
J
ND
2.2
0.8
J
2.3
3.7
0.72 J
ND
ug/L
04/10/23
0.13
1
1
ND
1.3
0.301
J 0.262 J
1.3
ND
ND
0.48
J
1.15
ND
1.5
NS
NS
NS
2.0
0.5
J
1.2
2.4
0.40 J
NS
(Verification Event)
ug/L
06/29/23
0.15
1
1
ND
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
T1Greensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S-- ...I W0 Mo I-ng 2022-02=023 SpMngaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 13 of 32

TABLE 5A
Record of Groundwater Monitoring Results
(Detected
Constituents)
Water Quality Monitoring Report, April 2023
Monitoring
Event
Moore County Landfill, NC Solid Waste Permit
No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
IR
VSWSL
0 gro W.1
EW
Active
:■
Monitoring
Wells
& MNA Performance
Monitoring
Wells
Closed
MSW Monitoring
Wells
& MNA
Performance
Monitoring
Wells
Ado
off
PnvaZI
DetectedMonitoring
Constituent/Parameter Units
Chlorobenzene ug/L
Date
03/05/90
MDL
MW-5
■
1W
■
■
MW-11 8
MW-19
for the Closed MSW
MW-4
Landfill
MW-11SR
MW-1
MW-2
MW-3
MW-6
MW-7
MW-8
MW-9
MW-
Om
ND
NC 2L = 50 ug/L ug/L
03/21/91
ND
EPA MCL = 100 ug/L ug/L
03/10/92
ND
ug/L
04/20/95
ND
ug/L
06/27/95
ND
ND
ND
6.5
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
ND
ND
ND
6
ND
ug/L
03/28/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/08/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/97
ND
ND
ND
ND
ND
7.5
ND
ND
ug/L
04/30/98
ND
ND
ND
ND
ND
5.4
ND
ND
ug/L
10/14/98
ND
ND
ND
ND
ND
5.1
ND
ND
ug/L
04/27/99
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
6.1
ND
ND
ug/L
10/21/99
ND
ND
--
ND
ND
ND
7.1
ND
ND
ug/L
03/14/00
ND
ND
ND
ND
3
ND
ND
ND
ND
6
ND
ND
ug/L
04/19/00
ND
ND
--
ND
ND
ND
5.5
ND
ND
ug/L
10/17/00
ND
ND
ND
ND
ND
12
ND
ND
ug/L
04/10/01
ND
ND
ND
ND
ND
7.3
ND
ND
ug/L
10/11/01
ND
ND
ND
ND
ND
13
ND
ND
ug/L
04/18/02
ND
ND
ND
ND
ND
10.5
ND
ND
ug/L
10/08/02
ND
ND
ND
ND
ND
8.6
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
8.6
ND
ND
ug/L
10/13/03
ND
ND
ND
ND
ND
10.8
ND
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
10.9
ND
ND
ug/L
10/25/04
ND
ND
ND
ND
ND
11.9
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
9
ND
ND
ug/L
10/04/05
ND
ND
ND
ND
ND
9.1
ND
ND
ug/L
04/28/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
7.8
ND
ND
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/24/07
ND
ND
ND
ND
3.2
ND
ND
ND
ND
9.1
ND
ND
ug/L
10/30/07
3
ND
3.0
ND
ND
4.0
ND
0.93
J
0.98
J
2.4
J
9.2
0.48 J
ND
ug/L
04/23/08
3
ND
2.7
J
ND
ND
2.5
J
ND
ND
0.45
J
ND
9.9
ND
ND
ug/L
10/06/08
3
ND
2.1
J
ND
ND
2.6
J
ND
ND
0.93
J
ND
9.0
ND
ND
ug/L
04/13/09
3
ND
2.9
J
ND
ND
3.4
ND
0.71
J
ND
1.1
J
11
ND
ND
ug/L
10/15/09
3
ND
3.2
ND
8.4
3.8
ND
1.2
J
1.0
J
2.9
J
11
0.57 J
ND
ug/L
04/26/10
3
ND
3.2
ND
ND
2.7
J
ND
0.81
J
0.61
J
1.0
J
11
ND
ND
ug/L
10/19/10
3
ND
3.0
ND
ND
3.1
ND
0.99
J
ND
1.5
J
10
ND
ND
ug/L
04/18/11
3
ND
3.2
ND
ND
2.6
J
ND
ND
0.81
J
2.7
J
7.8
ND
ND
ug/L
10/10/11
3
ND
-
3.9
ND
6.7
3.0
ND
1.6
J
--
3.6
9.6
Dry
ND
ug/L
04/17/12
3
ND
-
3.6
ND
6.3
2.8
J
ND
1.4
J
0.86
J
2.3
J
12
Dry
ND
ug/L
10/09/12
3
ND
-
3.5
ND
5.6
3.1
ND
1.3
J
1.4
J
2.5
J
11
Dry
ND
ug/L
04/15/13
3
ND
3.1
ND
ND
1.9
J
ND
1.1
J
0.41
J
1.1
J
10
Dry
ND
ug/L
09/30/13
3
ND
2.5
J
ND
ND
1.2
J
ND
1.2
J
1.0
J
0.64
J
9.2
Dry
ND
ug/L
04/16/14
3
ND
3.3
ND
ND
1.8
J
ND
1.2
J
0.75
J
0.74
J
9.1
Dry
ND
ug/L
10/15/14
0.17
3
Dry
2.6
J
ND
1.6 J
2.1
J
ND
0.96
J
1.4
J
3.1
10
Dry
ND
ug/L
04/15/15
0.17
3
ND
2.7
J
ND
ND
2.1
J
ND
0.69
J
ND
1.1
J
10
Dry
ND
ug/L
10/07/15
0.17
3
ND
2.6
J
ND
ND
2.3
J
ND
1.2
J
1.8
J
3.6
9.9
0.64 J
ND
ug/L
04/11/16
0.17
3
ND
2.6
J
ND
ND
1.2
J
ND
0.74
J
ND
2.1
J
10
ND
ND
ug/L
11/30/16
0.17
3
ND
2.3
J
ND
ND
1.4
J
ND
1.0
J
1.4
J
3.1
8.4
ND
ND
ug/L
04/11/17
0.17
3
ND
2.6
J
ND
ND
3.3
ND
1.4
J
ND
4.6
12
ND
ND
ug/L
12/12/17
0.17
3
ND
--
1.2
J
ND
--
7.1
2.1
J
ND
ND
1.4
J
4.0
10
0.62 J
ND
ug/L
06/20/18
0.17
3
ND
0.62
J
2.9
J
ND
1.3 J
ND
2.8
J
ND
1.8
J
0.93
J
2.8
J
10
0.40 J
ND
ug/L
11/27/18
0.17
1
--
ND
0.97
J
3.5
ND
1.0
ND
0.90
J
ND
1.6
0.46
J
0.91
J
7.4
ND
ND
ug/L
04/02/19
0.17
1
ND
1.2
3.4
ND
1.0
ND
1.3
ND
1.4
ND
1.2
9.3
0.44 J
ND
ug/L
11/19/19
0.17
1
ND
0.90
J
5.1
ND
ND
--
ND
1.3
3.7
2.6
ND
1.9
4.1
6.1
11
0.91 J
ND
ug/L
04/07/20
0.17
1
ND
ND
5.3
ND
ND
1.2
ND
1.6
NS
NS
NS
1.2
ND
1.9
9.6
ND
NS
ug/L
10/13/20
0.17
1
ND
ND
ND
ND
5.8
ND
ND
0.88
J
ND
ND
1.9
ND
1.2
ND
1.6
ND
4.3
8.9
ND
ND
ug/L
04/13/21
0.17
1
ND
1.3
ND
ND
1.5
ND
ND
0.91
J
ND
0.53 J
1.6
NS
NS
NS
1.5
0.9
J
3.8
10.0
ND
NS
ug/L
10/19/21
0.17
1
ND
1.2
ND
ND
5.2
ND
ND
0.93
J
ND
ND
1.2
NS
2.6
ND
1.7
1.9
J
6.7
6.2
ND
ND
ug/L
04/12/22
0.17
1
--
ND
1.6
2.2
ND
7.4
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
3.3
7.6
ND
NS
ug/L
10/24/22
0.17
1
50
ND
2
1.8
ND
8.4
ND
ND
0.83
J
ND
ND
2.1
1.8
3.4
ND
1.6
3.1
6.9
13.0
ND
ND
ug/L
04/10/23
0.15
1
50
ND
0.884
J
0.711
J 0.412 J
3.0
ND
ND
0.33
J
0.217 J
ND
1.0 J
NS
NS
NS
0.5
J
0.296
J
1.0
6.4
0.243 J
NS
T1Greensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S---IW0-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 14 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Wei
Active C&D Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells & MNA
Performance
Monitorin
g Wells
Ado
DetectedMonitoring
Constituent/Parameter
Chloroethane
Units
ug/L
Date
03/05/90
MDL
■
■
■
for the Closed
MSW Landfill
9
ND
NC 2L = 3000 ug/L
ug/L
03/21/91
ND
ug/L
03/10/92
ND
ug/L
04/20/95
--
--
--
--
ND
ug/L
06/27/95
13.3
4.2
6.6
8.5
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
12
14
ND
ND
ND
ug/L
03/28/96
ND
ND
ND
23
14
ND
ND
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/08/97
ND
ND
23
ND
ND
ND
ND
ND
ug/L
10/29/97
ND
ND
17
ND
ND
ND
ND
ND
ug/L
04/30/98
ND
ND
19
ND
ND
ND
ND
ND
ug/L
10/14/98
ND
ND
16
ND
ND
ND
ND
ND
ug/L
04/27/99
ND
ND
15
ND
ND
ND
ND
ND
ug/L
10/21/99
ND
ND
11
ND
ND
ND
ND
ND
ug/L
03/14/00
ND
ND
ND
ND
ND
ND
6
ND
ND
ND
2
ND
ug/L
04/19/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/17/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/11/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/08/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/13/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/25/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/28/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/24/07
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/30/07
10
ND
ND
ND
ND
ND
ND
1.3 J
ND
ND
ND
ND
ND
ug/L
04/23/08
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/06/08
10
ND
1.2 J
ND
ND
ND
ND
4.8 J
0.55 J
0.78
J
1.3
J 2.5 J
ND
ug/L
04/13/09
10
ND
ND
ND
ND
ND
ND
ND
ND
1.1
J
ND
ND
ND
ug/L
10/15/09
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/10
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/19/10
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/11
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/10/11
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/17/12
10
ND
ND
ND
ND
ND
ND
ND
ND
0.54
J
ND
Dry
ND
ug/L
10/09/12
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/13
10
ND
0.65 J
ND
ND
ND
ND
ND
ND
0.79
J
ND
Dry
ND
ug/L
09/30/13
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/16/14
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/15/14
0.23
10
Dry
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/15
0.23
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/07/15
0.23
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/16
0.23
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/30/16
0.23
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/17
0.23
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
12/12/17
0.23
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.65 J
ND
ug/L
06/20/18
0.23
10
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/27/18
0.23
1
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/02/19
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/19/19
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/07/20
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/13/20
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/21
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/12/22
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/24/22
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/23
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
T1Greensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S---IW0-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 15 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Jqr
Backgrolunn.l
Monitoring We
:D
Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells &
MNA Performance
Monitoring
Wells
M
offs
nPr.va.1
Detected Monitoring
Constituent/Parameter
I
1,2-Dichlorobenzene
Units
ug/L
Sample
Date
04/24/07
MDL
SWSL
MW-5
ND
.11DR
MW-13SR
MW-13DR
MW-14
ND
MW-17S
MW-17D
MW-1 8
MW-19
for the Closed
MW-4
ND
MSW Landfill
MW-11SR
MW-1
ND
MW-2
ND
MW-3
ND
MW-6
ND
MW-7
ND
MW-8
ND
MW-9
ND
mom
ND
ND
NC 2L = 20 ug/L
ug/L
04/28/07
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
EPA MCL = 600 ug/L
ug/L
10/09/07
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/30/07
5
ND
2.7
J
ND
ND
0.75
J
ND
ND
ND
0.81
J
0.61
J
ND
ND
ug/L
04/23/08
5
ND
2.1
J
ND
ND
0.43
J
ND
ND
ND
ND
0.69
J
ND
ND
ug/L
10/06/08
5
ND
1.5
J
ND
ND
0.42
J
ND
ND
ND
ND
0.64
J
ND
ND
ug/L
04/13/09
5
ND
2.3
J
ND
ND
0.64
J
ND
ND
ND
ND
0.73
J
ND
ND
ug/L
10/15/09
5
ND
2.2
J
ND
0.62
J 0.67
J
ND
ND
ND
0.81
J
0.69
J
ND
ND
ug/L
04/26/10
5
ND
2.0
J
ND
ND
0.50
J
ND
ND
ND
ND
0.82
J
ND
ND
ug/L
10/19/10
5
ND
2.1
J
ND
ND
0.53
J
ND
ND
ND
ND
0.88
J
ND
ND
ug/L
04/18/11
5
ND
2.0
J
ND
ND
0.43
J
ND
ND
ND
0.51
J
0.67
J
ND
ND
ug/L
10/10/11
5
ND
1.9
J
ND
0.47
J 0.49
J
ND
ND
0.86
J
0.49
J
Dry
ND
ug/L
04/17/12
5
ND
2.0
J
ND
0.49
J 0.64
J
ND
ND
ND
ND
0.66
J
Dry
ND
ug/L
10/09/12
5
ND
2.0
J
ND
ND
0.49
J
ND
ND
ND
0.48
J
0.76
J
Dry
ND
ug/L
04/15/13
5
ND
1.7
J
ND
ND
ND
ND
ND
ND
ND
0.65
J
Dry
ND
ug/L
09/30/13
5
ND
1.2
J
ND
ND
ND
ND
ND
ND
ND
0.72
J
Dry
ND
ug/L
04/16/14
5
ND
1.7
J
ND
ND
ND
ND
ND
ND
ND
0.68
J
Dry
ND
ug/L
10/15/14
0.19
5
Dry
1.3
J
ND
ND
ND
ND
ND
ND
0.59
J
0.58
J
Dry
ND
ug/L
04/15/15
0.19
5
ND
1.4
J
ND
ND
ND
ND
ND
ND
ND
0.51
J
Dry
ND
ug/L
10/07/15
0.19
5
ND
1.1
J
ND
ND
0.42
J
ND
ND
ND
0.65
J
ND
ND
ND
ug/L
04/11/16
0.19
5
ND
1.0
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/30/16
0.19
5
ND
0.92
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/17
0.19
5
ND
0.94
J
ND
ND
ND
ND
ND
ND
0.57
J
ND
ND
ND
ug/L
12/12/17
0.19
5
ND
0.82
J
ND
0.44
J ND
ND
ND
ND
0.59
J
ND
ND
ND
ug/L
06/20/18
0.19
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/27/18
0.19
1
--
ND
ND
1.1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/02/19
0.19
1
ND
ND
1.1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/19/19
0.19
1
ND
ND
1.8
ND
ND
--
ND
ND
ND
ND
ND
ND
0.49
J 0.84
J
0.41
J
ND
ND
ug/L
04/07/20
0.19
1
ND
ND
1.3
ND
ND
0.55 J
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/13/20
0.19
1
ND
ND
ND
ND
1.6
ND
ND
0.52 J
ND
ND
ND
ND
ND
ND
ND
ND
0.54
J
ND
ND
ug/L
04/13/21
0.19
1
ND
0.51 J
ND
ND
ND
ND
ND
0.55 J
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
0.19
1
ND
ND
ND
ND
1.8
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.91
J
ND
ND
ND
ug/L
04/12/22
0.19
1
--
ND
ND
ND
ND
2.4
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/24/22
0.19
1
20
ND
0.47 J
ND
ND
2.3
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.44
J 0.67
J
ND
ND
ND
ug/L
04/10/23
0.50
1
20
ND
ND
ND
ND
0.6
J
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
T1Greensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S-- -I W0 Mo I-ng 2022-02=023 SpMngaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 16 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Monitoring Wei
Active C&D Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells &
MNA Performance
Monitorin
g Wells
Ado
off
MPr.vaZ!W
Detected Monitoring
1,4-Dichlorobenzene
ug/L
Sample
03/05/90
MDL
for the Closed MSW
Landfill
ND
NC 2L = 6 ug/L
ug/L
03/21/91
ND
EPA MCL = 75 ug/L
ug/L
03/10/92
ND
ug/L
04/20/95
ND
ug/L
06/27/95
ND
3.3
2
7.4
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/28/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/08/97
ND
6
ND
ND
ND
7
6
ND
ug/L
10/29/97
ND
7.8
ND
ND
ND
7
6.1
ND
ug/L
04/30/98
ND
ND
ND
ND
ND
7.1
ND
ND
ug/L
10/14/98
ND
9.7
ND
ND
ND
5.2
ND
ND
ug/L
04/27/99
ND
8.7
ND
ND
ND
5.9
5.6
ND
ug/L
10/21/99
ND
ND
--
ND
ND
ND
ND
21
ND
ug/L
03/14/00
ND
2
ND
ND
3
ND
ND
ND
ND
4
ND
ND
ug/L
04/19/00
ND
7.5
--
ND
ND
ND
ND
6.4
ND
ug/L
10/17/00
ND
9.5
ND
ND
ND
10
6.3
ND
ug/L
04/10/01
ND
6.7
ND
ND
ND
5.1
5.9
ND
ug/L
10/11/01
ND
ND
ND
ND
ND
5.6
8.3
ND
ug/L
04/18/02
ND
ND
ND
ND
ND
5.9
ND
ND
ug/L
10/08/02
ND
ND
ND
ND
ND
5.7
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
5.3
7.5
ND
ug/L
10/13/03
ND
ND
ND
ND
ND
5.8
7.8
ND
ug/L
04/26/04
ND
5.1
ND
ND
ND
5.9
6.9
ND
ug/L
10/25/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
6.1
ND
ug/L
10/04/05
ND
ND
ND
ND
ND
ND
6.6
ND
ug/L
04/28/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
6.8
ND
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
6
ND
ug/L
04/24/07
ND
5.3
ND
ND
ND
ND
ND
ND
ND
3.5
5.7
ND
ug/L
10/30/07
1
ND
5.7
ND
ND
1.9
ND
2.0
0.49
J
4.0
3.0
3.3
ND
ug/L
04/23/08
1
ND
5.5
ND
ND
1.8
ND
ND
ND
ND
4.2
ND
ND
ug/L
10/06/08
1
ND
4.9
ND
ND
ND
ND
ND
1.5
ND
3.6
5.8
ND
ug/L
04/13/09
1
ND
6.9
ND
ND
2.3
ND
1.6
ND
0.97
J
4.2
5.9
ND
ug/L
10/15/09
1
ND
5.5
ND
ND
2.6
ND
3.4
1.6
4.1
3.7
5.3
ND
ug/L
04/26/10
1
ND
6.0
ND
ND
2.0
ND
1.8
1.2
0.67
J
3.9
4.9
ND
ug/L
10/19/10
1
ND
4.2
ND
ND
ND
ND
ND
ND
1.8
3.9
5.3
ND
ug/L
04/18/11
1
ND
5.0
ND
ND
1.5
ND
1.7
0.92
J
3.0
3.0
5.4
ND
ug/L
10/10/11
1
ND
5.1
ND
0.82
J ND
ND
4.0
--
4.1
3.1
Dry
ND
ug/L
04/17/12
1
ND
5.2
ND
ND
2.2
ND
4.3
1.1
2.6
4.0
Dry
ND
ug/L
10/09/12
1
ND
5.1
ND
ND
ND
ND
3.7
1.8
3.3
4.9
Dry
ND
ug/L
04/15/13
1
ND
4.7
ND
ND
1.9
ND
3.2
0.74
J
1.1
3.9
Dry
ND
ug/L
09/30/13
1
ND
4.4
ND
ND
ND
ND
3.0
1.4
0.41
J
3.9
Dry
ND
ug/L
04/16/14
1
ND
4.7
ND
ND
ND
ND
3.1
0.83
J
0.60
J
3.7
Dry
ND
ug/L
10/15/14
0.19
1
Dry
4.0
ND
ND
ND
ND
2.4
1.6
4.1
3.3
Dry
ND
ug/L
04/15/15
0.19
1
ND
4.0
0.45 J
ND
ND
ND
1.2
0.58
J
0.72
J
3.4
Dry
ND
ug/L
10/07/15
0.19
1
ND
3.9
ND
ND
ND
ND
2.3
1.4
5.4
3.3
7.8
ND
ug/L
04/11/16
0.19
1
ND
4.8
ND
ND
ND
ND
1.4
ND
2.3
3.1
5.4
ND
ug/L
11/30/16
0.19
1
ND
3.5
ND
ND
ND
ND
1.9
1.3
3.5
2.5
4.8
ND
ug/L
04/11/17
0.19
1
ND
4.4
ND
ND
1.7
ND
2.8
0.63
J
6.1
3.6
5.0
ND
ug/L
12/12/17
0.19
1
ND
--
2.7
ND
--
0.97
J 1.2
ND
2.4
1.3
4.6
2.7
5.1
ND
ug/L
06/20/18
0.19
1
ND
1.7
4.3
ND
2.8
ND
1.9
ND
2.9
0.72
J
3.4
2.6
0.89 J
ND
ug/L
11/27/18
0.19
1
--
ND
2.1
4.2
ND
2.3
ND
0.53 J
ND
2.6
ND
1.2
2.7
0.89 J
ND
ug/L
04/02/19
0.19
1
ND
2.9
4.2
ND
2.6
ND
0.74 J
ND
2.0
ND
1.2
2.6
1.3
ND
ug/L
11/19/19
0.19
1
ND
2.0
5.6
ND
ND
--
0.46 J
2.9
0.45
J 1.2
ND
2.3
3.0
6.2
2.9
5.8
ND
ug/L
04/07/20
0.19
1
ND
2.1
5.1
ND
ND
2.1
ND
2.9
NS
NS
NS
1.3
ND
2.5
2.6
0.92 J
NS
ug/L
10/13/20
0.19
1
ND
2.6
ND
ND
5.1
ND
ND
1.8
ND
ND
3.1
ND
0.59 J
ND
1.7
ND
5.3
3.1
0.73 J
ND
ug/L
04/13/21
0.19
1
ND
3.1
ND
ND
ND
ND
ND
2.0
ND
ND
2.4
NS
NS
NS
1.6
0.81
J
3.1
2.7
ND
NS
ug/L
10/19/21
0.19
1
ND
ND
ND
ND
4.5
ND
ND
ND
ND
ND
2.6
ND
ND
ND
1.5
0.84
J
5.1
ND
ND
ND
ug/L
04/12/22
0.19
1
--
ND
2.8
ND
ND
5.2
ND
ND
ND
ND
ND
ND
NS
NS
NS
2.2
ND
3.0
2.3
ND
NS
ug/L
10/24/22
0.19
1
6
ND
2.8
1.2
ND
5.4
ND
ND
ND
ND
ND
2.5
ND
ND
ND
1.9
1.7
4.8
ND
ND
ND
ug/L
04/10/23
0.64
1
6
ND
1.2
ND
ND
1.5
ND
ND
ND
ND
ND
1.0 J
NS
NS
NS
ND
ND
ND
1.7
ND
NS
T1Greensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S---IW0-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 17 of 32

TABLE 5A
Record of Groundwater Monitoring Results
(Detected
Constituents)
Water Quality Monitoring Report, April 2023
Monitoring
Event
Moore County Landfill, NC Solid Waste Permit
No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Monitoring Wei
Active C&D
Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells
& MNA
Performance
Monitorin
g Wells
Ado
off
MPr.vaZ!W
Detected Monitoring
1,1,-Dichloroethane ug/L
Sample
03/05/90
MDL
for the Closed MSW
Landfill
ND
NC 2L = 6 ug/L ug/L
03/21/91
ND
ug/L
03/10/92
ND
ug/L
04/20/95
ND
ug/L
06/27/95
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
7.9
9.3
13.4
9.6
--
ND
ug/L
09/22/95
--
--
--
ND
--
--
--
--
--
--
--
--
ND
--
ND
9
ND
18
10
19
12
--
ND
ug/L
03/28/96
--
--
--
ND
--
--
--
--
--
--
--
--
--
--
ND
11
--
ND
14
ND
10
--
ND
ug/L
10/29/96
ND
ND
--
70
7
ND
7
80
ND
ug/L
04/08/97
ND
14
74
5
ND
6
72
ND
ug/L
10/29/97
ND
12
64
6.2
8.3
7.5
72
ND
ug/L
04/30/98
ND
ND
45
8.1
ND
5.3
60
ND
ug/L
10/14/98
ND
8.4
50
ND
ND
ND
46
ND
ug/L
04/27/99
ND
9.7
37
ND
ND
5.6
39
ND
ug/L
10/21/99
ND
ND
--
12
ND
ND
ND
24
ND
ug/L
03/14/00
ND
ND
ND
ND
4
ND
12
ND
ND
ND
20
ND
ug/L
04/19/00
ND
5.9
--
19
ND
ND
ND
23
ND
ug/L
10/17/00
ND
ND
909
ND
ND
ND
24
ND
ug/L
04/10/01
ND
5.5
9.2
ND
ND
ND
23
ND
ug/L
10/11/01
ND
ND
16
ND
6
ND
22
ND
ug/L
04/18/02
ND
ND
5.5
ND
ND
ND
ND
ND
ug/L
10/08/02
ND
ND
5.7
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
ND
9.5
ND
ug/L
10/13/03
ND
ND
ND
ND
ND
ND
11.7
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
10.7
ND
ug/L
10/25/04
ND
ND
ND
ND
ND
ND
8.5
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
11.5
ND
ug/L
10/04/05
ND
ND
ND
ND
ND
ND
10.7
ND
ug/L
04/28/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10.1
ND
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
17.7
ND
ug/L
04/24/07
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
5.9
ND
ug/L
10/30/07
5
ND
1.0
J
0.69 J
ND
1.1
J
ND
1.4
J
0.38
J 4.3
J
0.51
J
3.6 J
ND
ug/L
04/23/08
5
ND
1.2
J
ND
ND
0.84
J
ND
ND
0.76
J ND
0.87
J
1.0 J
ND
ug/L
10/06/08
5
ND
1.2
J
ND
ND
0.61
J
ND
ND
ND
ND
0.83
J
7.4
ND
ug/L
04/13/09
5
ND
0.79
J
ND
ND
0.77
J
ND
0.67
J
ND
0.65
J
0.74
J
4.7 J
ND
ug/L
10/15/09
5
ND
0.71
J
0.78 J
ND
0.76
J
ND
1.1
J
ND
1.2
J
0.45
J
2.4 J
ND
ug/L
04/26/10
5
ND
0.64
J
ND
ND
0.56
J
ND
0.51
J
ND
0.86
J
0.49
J
2.8 J
ND
ug/L
10/19/10
5
ND
0.68
J
ND
ND
0.59
J
ND
0.75
J
ND
0.74
J
0.59
J
2.7 J
ND
ug/L
04/18/11
5
ND
0.69
J
ND
ND
0.47
J
ND
0.51
J
ND
1.0
J
0.50
J
2.0 J
ND
ug/L
10/10/11
5
ND
0.78
J
0.42 J
ND
0.53
J
ND
0.91
J
--
1.0
J
0.45
J
Dry
ND
ug/L
04/17/12
5
ND
0.66
J
ND
ND
0.51
J
ND
0.87
J
ND
1.0
J
0.40
J
Dry
ND
ug/L
10/09/12
5
ND
0.58
J
ND
ND
0.64
J
ND
0.46
J
ND
0.75
J
0.55
J
Dry
ND
ug/L
04/15/13
5
ND
0.49
J
ND
ND
ND
ND
0.53
J
ND
0.85
J
0.45
J
Dry
ND
ug/L
09/30/13
5
ND
ND
ND
ND
ND
ND
0.49
J
0.42
J ND
ND
Dry
ND
ug/L
04/16/14
5
ND
ND
ND
ND
ND
ND
0.53
J
ND
0.45
J
0.42
J
Dry
ND
ug/L
10/15/14
0.13
5
Dry
ND
ND
ND
ND
ND
0.50
J
ND
0.87
J
ND
Dry
ND
ug/L
04/15/15
0.13
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/07/15
0.13
5
ND
0.73
J
ND
ND
ND
ND
0.58
J
ND
0.62
J
ND
1.1 J
ND
ug/L
04/11/16
0.13
5
ND
0.66
J
ND
ND
ND
ND
ND
ND
0.61
J
ND
0.90 J
ND
ug/L
11/30/16
0.13
5
ND
0.59
J
ND
ND
ND
ND
ND
ND
0.70
J
ND
0.77 J
ND
ug/L
04/11/17
0.13
5
ND
0.61
J
ND
ND
0.44
J
ND
ND
ND
1.1
J
ND
ND
ND
ug/L
12/12/17
0.13
5
ND
ND
ND
ND
ND
ND
ND
ND
0.46
J
ND
0.66 J
ND
ug/L
06/20/18
0.13
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.49
J
ND
ND
ND
ug/L
11/27/18
0.13
1
--
ND
0.64 J
0.50
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/02/19
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/19/19
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.93 J
ND
ug/L
04/07/20
0.13
1
--
ND
ND
--
--
ND
ND
ND
ND
--
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/13/20
0.13
1
ND
0.43 J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.56
J
ND
ND
ND
ug/L
04/13/21
0.13
1
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
0.56
J
ND
ND
NS
ug/L
10/19/21
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.41
J
ND
ND
ND
ND
ND
ug/L
04/12/22
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
ND
ug/L
04/12/22
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/23
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
T:%Greensboro15G%-fecQ020A358-20-043A Moore-tyR-I,, LFG& WO05-S-- ... IW0-It-g 2022-0202=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 18 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Backgro:!!�n
Monitori ng Wei
Active
C&D
Monitoring
Wells
Active L;&u
& MNA
Monitoring
monitoring
Performance
vveiis
Wells
Closed
MSW Monitoring
Wells
& MNA
Performance
Monitorin
g Wells
M
offs
7Pr.va .11W
Detected Monitoring
1,2-Dichloroethane
ug/L
Sample
10/30/07
MDL
1
ND
ND
for the Closed
ND
MSW Landfill
ND
ND
ND
ND
ND
ND
ND
ND
ND
NC 2L = 0.4 ug/L
ug/L
04/23/08
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
EPA MCL = 5 ug/L
ug/L
10/06/08
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/09
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/15/09
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/10
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/19/10
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/10/11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/17/12
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/09/12
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
09/30/13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/16/14
1
ND
ND
ND
ND
1.4
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/15/14
0.21
1
Dry
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/15
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/07/15
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/16
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/30/16
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/17
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
12/12/17
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
06/20/18
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/27/18
0.21
1
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/02/19
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/19/19
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/07/20
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/13/20
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/21
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/12/22
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
04/12/22
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ug/L
04/10/23
0.21
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
cis-1,2-Dichloroethene
ug/L
04/28/06
--
--
ND
16.3
ND
ND
6.4
ND
19.6
ND
ND
ND
18.4
ND
NC 2L = 70 ug/L
ug/L
10/09/06
ND
17.3
ND
ND
5.1
ND
14.3
9.5
ND
9.3
19.4
ND
EPA MCL = 70 ug/L
ug/L
04/24/07
--
ND
19.3
ND
ND
ND
ND
15.3
ND
ND
ND
7.3
ND
ug/L
10/30/07
5
ND
20
4.4
J
ND
5.1
0.35
J
14
6.4
3.0
J
1.6
J
17
ND
ug/L
04/23/08
5
ND
20
ND
ND
3.0
J
ND
3.8
J
3.1
J
ND
2.2
J
3.2 J
ND
ug/L
10/06/08
5
ND
14
ND
ND
2.8
J
ND
5.1
5.8
ND
2.5
J
12
ND
ug/L
04/13/09
5
ND
14
ND
ND
3.7
J
ND
6.1
ND
ND
2.9
J
12
ND
ug/L
10/15/09
5
ND
17
6.2
1.9
J
4.6
J
0.41
J
15
5.1
5.0
1.8
J
16
ND
ug/L
04/26/10
5
ND
13
0.60
J
ND
2.8
J
0.43
J
7.5
3.2
J
ND
2.3
J
7.2
ND
ug/L
10/19/10
5
ND
13
ND
ND
3.0
J
ND
8.4
ND
ND
2.8
J
10
ND
ug/L
04/18/11
5
ND
12
ND
ND
2.8
J
ND
6.8
3.4
J
ND
1.9
J
11
ND
ug/L
10/10/11
5
ND
12
3.0
J
1.5
J
2.6
J
ND
13
--
2.8
J
1.6
J
Dry
ND
ug/L
04/17/12
5
ND
11
1.8
J
1.4
J
2.2
J
0.39
J
16
2.8
J
ND
1.6
J
Dry
ND
ug/L
10/09/12
5
ND
7.0
ND
1.5
J
2.5
J
ND
9.1
3.2
J
ND
2.0
J
Dry
ND
ug/L
04/15/13
5
ND
7.3
ND
ND
1.7
J
ND
11
1.2
J
ND
1.7
J
Dry
ND
ug/L
09/30/13
5
ND
4.0
J
ND
ND
1.2
J
ND
5.6
2.7
J
ND
1.7
J
Dry
ND
ug/L
04/16/14
5
ND
6.7
ND
ND
1.6
J
ND
6.8
1.6
J
ND
2.1
J
Dry
ND
ug/L
10/15/14
0.15
5
Dry
5.3
0.43
J
0.70
J
1.9
J
ND
4.3
J
2.5
J
ND
1.2
J
Dry
ND
ug/L
04/15/15
0.15
5
ND
3.4
J
3.1
J
ND
2.0
J
ND
1.6
J
0.47
J
ND
0.89
J
Dry
ND
ug/L
10/07/15
0.15
5
ND
4.3
J
ND
ND
1.7
J
ND
2.6
J
2.7
J
ND
0.69
J
1.5 J
ND
ug/L
04/11/16
0.15
5
ND
3.1
J
1.0
J
ND
0.88
J
ND
2.0
J
0.49
J
0.50
J
0.85
J
0.42 J
ND
ug/L
11/30/16
0.15
5
ND
3.6
J
0.58
J
ND
0.68
J
ND
2.0
J
2.1
J
0.52
J
0.63
J
0.53 J
ND
ug/L
04/11/17
0.15
5
ND
3.0
J
ND
ND
1.9
B
ND
2.5
B
ND
0.66
B
0.60
B
ND
ND
ug/L
12/12/17
0.15
5
ND
--
2.2
J
ND
1.1
J
0.81
J
ND
0.68
J
1.8
J
2.0
J
0.84
J
1.0 J
ND
ug/L
06/20/18
0.15
5
ND
2.6
J
3.0
J
ND
1.6 J
ND
1.2
J
ND
4.4
J
1.0
J
ND
0.54
J
1.9 J
ND
ug/L
11/27/18
0.15
1
--
ND
3.6
3.0
0.80
J
1.8
ND
ND
ND
3.3
0.64
J
ND
1.0
1.6
ND
ug/L
04/02/19
0.15
1
ND
3.3
2.3
ND
1.1
ND
0.44
J
ND
1.3
ND
ND
1.3
2.5
ND
ug/L
11/19/19
0.15
1
ND
2.4
3.9
1.8
ND
--
1.5
1.1
0.72
J
0.84
J
ND
1.5
2.0
ND
0.43
J
0.76 J
ND
ug/L
04/07/20
0.15
1
ND
ND
ND
ND
ND
3.9
ND
ND
--
--
1.9
ND
ND
ND
2.1
NS
ug/L
10/13/20
0.15
1
ND
3.0
ND
0.96 J
1.7
ND
ND
3.8
ND
ND
1.7
ND
ND
ND
3.1
7.8
0.43
J
0.74
J
1.6
ND
ug/L
04/13/21
0.15
1
ND
3.0
ND
ND
ND
ND
ND
2.9
1.5
1.9
1.2
NS
NS
NS
1.2
0.61
J
0.71
J
1.2
2.5
NS
ug/L
10/19/21
0.15
1
ND
3.3
1
ND
ND
1.3
ND
1.8
ND
ND
1
ND
0.68
J
ND
2.2
0.98
J
ND
J
ND
2.4
ND
ug/L
04/12/22
0.15
1
--
ND
3.1
ND
ND
ND
ND
ND
1.8
ND
ND
1.7
NS
NS
NS
1.3
ND
ND
ND
ND
NS
ug/L
10/24/22
0.15
1
70
ND
2.7
1.2
0.86 J
2.2
ND
ND
1.5
ND
0.57
J
0.84 J
ND
ND
ND
1.1
1.4
ND
ND
1.0
ND
ug/L
04/10/23
0.20
1
70
ND
1.5
0.322
J 0.493 J
0.876
J
ND
ND
1.0
J 0.253 J
ND
0.896 J
NS
NS
NS
1.0
J
0.212
J
ND
0.695
J
0.6 J
NS
T1Greensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S-- -I W0 Mo I-ng 2022-02=023 SpMngaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 19 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
IR
VSWSL
0 gro W.1
EW
Active
:■
Monitoring
Wells
& MNA Performance
Monitoring
Wells
Closed
MSW Monitoring
Wells & MNA
Performance
Monitoring
Wells
Ado
off
PnvaZI
DetectedMonitoring
Constituent/Parameter
Ethylbenzene
Units
ug/L
Date
03/05/90
MDL
MW-5
1W
■
■
■
MW-11 8
MW-19
for the Closed
MW-4
MSW Landfill
MW-11SR
MW-1
MW-2
MW-3
MW-6
MW-7
MW-8
MW-9
MW-
Om
ND
NC 2L = 600 ug/L
ug/L
03/21/91
ND
EPA MCL = 700 ug/L
ug/L
03/10/92
ND
ug/L
04/20/95
ND
ug/L
06/27/95
ND
ND
ND
ND
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/28/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/08/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/97
ND
ND
ND
ND
ND
ND
9.4
ND
ug/L
04/30/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/14/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/27/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/21/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/14/00
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/19/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/17/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/11/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/08/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/13/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/25/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/28/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/24/07
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/30/07
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/23/08
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/06/08
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/09
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/15/09
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/10
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/19/10
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/10/11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/17/12
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/09/12
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
09/30/13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/16/14
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/15/14
0.13
1
Dry
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/15
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/07/15
0.13
1
ND
0.62
J
ND
ND
ND
ND
0.66 J
ND
ND
ND
ND
ND
ug/L
04/11/16
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/30/16
0.13
1
ND
0.48
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/17
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
12/12/17
0.13
1
ND
0.48
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
06/20/18
0.13
1
ND
ND
0.41
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/27/18
0.13
1
--
ND
ND
0.46
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/02/19
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/19/19
0.13
1
ND
ND
0.58
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/07/20
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/13/20
0.13
1
ND
ND
ND
ND
0.67
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/21
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/12/22
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/24/22
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/23
0.13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
TAGreensboro1—%-,j-020W358-20-043A Moore—tyR-Ine LFG& WO 05-S-- —I WO Mo I-ng 2022-02=023 SpMngaAp—, III11—GMT,—Fob App--Upd-20230410 , Page 20 of 32

maLE5A
Record mGroundwater Monitoring Results (Detected c"=nm°m*
Water Quality Monitoring Report, April 20oMonitoring Event
Moore County Landfill, woSolid Waste Permit No. m-0,
Aberdeen, Moore County, North Carolina
oamsProject No. ^,,ouo-0^m`
ugu
omouo
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
wo
ugu
omzoo
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
wo
ugu
03m0/92
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
wo
ugu
04/20/9
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
wo
ugu
omz/mn
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
wo
wo
wo
wo
-
wo
ugu
09/22/95
-
-
-
wo
-
-
-
-
-
-
-
-
wo
-
wo
wo
wo
wo
wo
wo
wo
-
wo
"nu
vmzomo
-
-
-
wo
-
-
-
-
-
-
-
-
-
-
wo
wo
-
wo
wo
wo
wo
-
wo
"nu
10o9m6
-
-
-
wo
-
-
-
-
-
-
-
-
-
-
-
-
-
wo
wo
wo
wo
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~~ty R-I,, LFG="05- S-- ... °~~~-g 202"==023wd,gApp°III H— GMT,"~App~°°�d- 2023=0-, Page 21w32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Wei
Active C&D Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells &
MNA Performance
Monitorin g
Wells Ado
DetectedMonitoring
Constituent/Parameter
Methylene chloride
Units
ug/L
Date
03/05/90
MDL
■
■
■
for the Closed
MSW Landfill
9
ND
NC 2L = 5 ug/L
ug/L
03/21/91
ND
EPA MCL = 5 ug/L
ug/L
03/10/92
ND
ug/L
04/20/95
ND
ug/L
06/27/95
ND
ND
ND
ND
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
40
ND
ND
ND
ND
ug/L
03/28/96
ND
ND
ND
15
ND
ND
ND
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/08/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/30/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/14/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/27/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/21/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/14/00
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/19/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/17/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/11/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/08/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/13/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/25/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/28/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/24/07
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/30/07
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/23/08
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/06/08
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/09
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/15/09
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/10
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/19/10
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/10/11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/17/12
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/09/12
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
09/30/13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/16/14
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/15/14
0.23
1
Dry
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/15
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/07/15
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/16
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/30/16
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/17
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
12/12/17
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
06/20/18
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/27/18
0.23
1
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/02/19
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/19/19
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.64 J
ND
ND
ND
ND
ug/L
04/07/20
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/13/20
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/21
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/12/22
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/24/22
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/23
0.23
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
TAGreensboro1—%-,j-020W358-20-043A Moore—tyR-Ine LFG& WO 05-S--—IWO—It—g 2022-02=023 Spd,gaAp—, III11—GMT,—Fob App--Upd-20230410 , Page 22 of 32

TABLE 5A
Record of Groundwater Monitoring Results (Detected Constituents)
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, NC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
Detected Monitoring
2-Butanone
ug/L
Sample
10/30/07
MDL
--
--
100
Baokgro:!!�n
Monitoring Wei
ND
--
--
Active
--
C&D
ND
Monitoring
Wells
--
--
--
--
Active L;&u monitoring
& MNA Performance
Monitoring
for the Closed
ND
vveiis
Wells
MSW Landfill
--
ND
Closed
ND
MSW Monitoring
ND
Wells
ND
& MNA
Performance
ND
Monitorin
ND
g Wells glo
ND
ND
off.
MPnva�.!W
ND
NC 2L = 4000 ug/L
ug/L
04/23/08
100
ND
ND
ND
ND
ND
ND
ND
4.8
J
2.8
J ND
ND
ND
ug/L
10/06/08
100
ND
ND
ND
ND
ND
ND
17
J
14
J
ND
ND
ND
ND
ug/L
04/13/09
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/15/09
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/10
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
6.8 J
ND
ND
ug/L
10/19/10
100
ND
ND
ND
ND
ND
ND
3.8
J
ND
ND
ND
ND
ND
ug/L
04/18/11
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/10/11
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/17/12
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/09/12
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/13
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
09/30/13
100
ND
ND
ND
ND
ND
ND
2.6
J
ND
ND
ND
Dry
ND
ug/L
04/16/14
100
ND
ND
ND
ND
ND
ND
2.4
J
1.3
J
ND
13 J
Dry
ND
ug/L
10/15/14
1.3
100
Dry
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/15
1.3
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/07/15
1.3
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/16
1.3
100
ND
ND
ND
ND
ND
ND
28
J
7.0
J
ND
4.2 J
ND
ND
ug/L
11/30/16
1.3
100
ND
ND
ND
ND
ND
ND
1.4
J
ND
ND
ND
6.4 J
ND
ug/L
04/11/17
1.3
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
24 J
ND
ug/L
12/12/17
1.3
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
06/20/18
1.3
--
100
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/27/18
1.3
5
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/02/19
1.3
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
21
ND
ND
ND
ND
ug/L
11/19/19
1.3
5
--
ND
ND
--
--
ND
ND
ND
--
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
5.7
ND
ug/L
04/07/20
1.3
5
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/13/20
1.3
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/21
1.3
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
1.3
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
9.3
ND
ND
ND
ND
ug/L
04/12/22
1.3
5
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/24/22
1.3
5
4000
ND
ND
ND
ND
ND
ND
ND
3.1
J ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/23
2.6
25
4000
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
6.13
J
ND
ND
ND
NS
Naphthalene
ug/L
03/05/90
--
--
--
--
ND
NC 2L = 6 ug/L
ug/L
03/21/91
ND
ug/L
03/10/92
ND
ug/L
04/20/95
ND
ug/L
06/27/95
ND
ND
ND
ND
2.5
ND
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/28/96
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/08/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/30/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/14/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/27/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/21/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/14/00
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/19/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/17/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/11/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/08/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/13/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/25/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/28/06
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
10/09/06
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
04/24/07
--
--
--
--
--
--
--
--
--
--
--
--
--
ug/L
06/20/18
0.11
--
10
ND
ND
0.65
J
ND
0.58 J
ND
ND
ug/L
11/27/18
0.11
1
--
ND
ND
ND
ug/L
04/02/19
0.11
1
ND
0.40
J
ND
ug/L
11/19/19
0.11
1
ND
ND
ND
ug/L
04/07/20
0.11
1
ND
0.42
J
ND
ug/L
10/13/20
0.11
1
ND
ND
ND
ND
0.49
J
ND
ND
ND
ND
ND
ND
ND
ANR
ug/L
04/13/21
0.11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
ug/L
10/19/21
0.11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
ug/L
04/12/22
0.11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
ug/L
10/24/22
0.11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
ug/L
04/10/23
0.11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
TAGreensboro1-%-,j-020W358-20-043A Moore-tyR-Ine LFG& WO 05-S-- -I WO Mo I-ng 2022-02=023 SpMngaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 23 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Detected Monitoring
Sample
Baokgro:!!�n
Monitoring Wei
Active C&D Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells &
MNA Performance
Monitorin g
Wells Ado
off
MPr.vaZ!W
Constituent/Parameter
Tetrachloroethene
Units
ug/L
Date
03/05/90
MDL
--
--
--
--
--
--
--
--
--
--
--
--
for the Closed MSW
--
Landfill
--
--
--
--
--
--
--
9
--
--
ND
NC 2L = 0.7 ug/L
ug/L
03/21/91
ND
EPA MCL = 5 ug/L
ug/L
03/10/92
ND
ug/L
04/20/95
--
--
ND
ug/L
06/27/95
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
8.4
3.2
ND
ND
--
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/28/96
ND
ND
ND
12
ND
ND
ND
--
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
6
ND
ug/L
04/08/97
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
8
ND
ug/L
10/29/97
ND
ND
9.2
ND
ND
ND
9.1
ND
ug/L
04/30/98
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
8.2
ND
ug/L
10/14/98
ND
ND
ND
ND
ND
ND
5
ND
ug/L
04/27/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/21/99
ND
ND
ND
ND
ND
ND
7.6
ND
ug/L
03/14/00
--
--
--
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
3
ND
ug/L
04/19/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/17/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/01
ND
ND
8.1
ND
ND
ND
ND
ND
ug/L
10/11/01
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/18/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/08/02
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/13/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/25/04
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/28/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/09/06
--
--
--
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/24/07
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/30/07
--
--
1
ND
--
--
--
0.52 J
--
--
--
--
0.35 J
--
ND
ND
ND
ND
ND
ND
ND
0.38 J
ND
ug/L
04/23/08
1
ND
0.40 J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/06/08
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.49 J
ND
ug/L
04/13/09
1
ND
0.44 J
ND
ND
ND
ND
ND
ND
ND
ND
0.49 J
ND
ug/L
10/15/09
--
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
0.50 J
ND
ug/L
04/26/10
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.47 J
ND
ug/L
10/19/10
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.52 J
ND
ug/L
04/18/11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/10/11
--
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
--
ND
ND
Dry
ND
ug/L
04/17/12
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/09/12
--
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
09/30/13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/16/14
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/15/14
0.17
--
1
Dry
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/15
0.17
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/07/15
0.17
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/16
0.17
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/30/16
0.17
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/17
0.17
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
12/12/17
0.17
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
06/20/18
0.17
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/27/18
0.17
1
--
ND
ND
--
--
ND
--
--
--
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/02/19
0.17
1
--
ND
ND
--
--
ND
--
--
--
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/19/19
0.17
1
--
ND
ND
--
--
ND
ND
ND
--
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/07/20
0.17
1
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/13/20
0.17
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/21
0.17
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
0.17
1
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/12/22
0.17
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/24/22
0.17
1
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/23
0.17
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
T:%Greensboro15G%-fecQ020A358-20-043A Moore-tyR-I,, LFG& WO05-S---IW0-It-g 2022-0202=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 24 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Detected Monitoring
Sample
IR
VSWSL
0 gro W.1
Monitoring
EW
Active
:D
Monitoring
Wells
& MNA Performance
Monitoring
Wells
Closed
MSW Monitoring
Wells
& MNA
Performance
Monitoring
Wells
Ado
off
MPnvaZI
Constituent/Parameter
Toluene
Units
ug/L
Date
03/05/90
MDL
MW-5 qRWIDR
1W
MW-1 3SR
MW-13DR
MW-14
MW-17S
MW-17D
MW-1 8
MW-19
for the Closed
MW-4
MSW Landfill
MW-11SR
MW-1
MW-2
MW-3
MW-6
MW-7
MW-8
MW-9
MW-
Om
ND
NC 2L = 600 ug/L
ug/L
03/21/91
ND
EPA MCL = 1000 ug/L
ug/L
03/10/92
ND
ug/L
04/20/95
ND
ug/L
06/27/95
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
--
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/28/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/08/97
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
10/29/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/30/98
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
15
ND
ug/L
10/14/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/27/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/21/99
ND
ND
--
ND
ND
ND
ND
ND
ND
ug/L
03/14/00
--
--
--
ND
--
--
--
ND
--
--
--
--
2
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/19/00
ND
ND
--
ND
ND
ND
ND
ND
ND
ug/L
10/17/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/11/01
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/18/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/08/02
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/13/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/25/04
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/28/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/24/07
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/30/07
--
--
1
ND
--
--
--
0.31
J
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/23/08
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/06/08
--
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/09
1
ND
0.53
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/15/09
--
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/26/10
1
ND
0.47
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/19/10
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/10/11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/17/12
1
ND
0.47
J
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/09/12
--
--
1
ND
--
--
--
0.43
J
--
--
--
--
ND
--
ND
ND
ND
ND
0.44
J ND
ND
Dry
ND
ug/L
04/15/13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
09/30/13
--
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/16/14
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/15/14
0.14
--
1
Dry
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
0.59
J
ND
Dry
ND
ug/L
04/15/15
0.14
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/07/15
0.14
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
0.56
J
ND
ND
ND
ug/L
04/11/16
0.14
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/30/16
0.14
1
ND
ND
ND
ND
ND
ND
0.48
J
ND
0.60
J
ND
ND
ND
ug/L
04/11/17
0.14
1
ND
ND
ND
ND
ND
ND
ND
ND
1.0
B
ND
ND
ND
ug/L
12/12/17
0.14
1
ND
ND
ND
ND
ND
ND
ND
ND
0.64
J
ND
0.44 J
ND
ug/L
06/20/18
0.14
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/27/18
0.14
1
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.48
J
ND
ND
ND
ug/L
04/02/19
0.14
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/19/19
0.14
1
--
ND
ND
--
--
ND
ND
ND
--
--
ND
ND
ND
ND
ND
ND
ND
0.48
J
ND
0.43 J
ND
ug/L
04/07/20
0.14
1
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
0.40
J
ND
ND
NS
ug/L
10/13/20
0.14
1
--
ND
ND
ND
ND
0.48
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.40
J
ND
0.51
J
0.43
J ND
ND
ug/L
04/13/21
0.14
1
ND
ND
ND
ND
0.48
J
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
0.14
1
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.61
J
1.3
0.67
J
0.52
J ND
ug/L
04/12/22
0.14
1
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
0.54
J
ND
ND
NS
ug/L
10/24/22
0.14
1
600
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.67
J
ND
ND
ND
ug/L
04/10/23
0.41
1
600
ND
ND
ND
ND
ND
ND
ND
ND
0.531 J
ND
ND
NS
NS
NS
0.50
J
ND
ND
ND
ND
NS
TAGreensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S-- ... IW0-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 25 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Monitoring Wei
Active C&D
Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells &
MNA Performance
Monitorin g Wells
Ado
off
MPr.vaZ!W
Detected Monitoring
Constituent/Parameter
Trichloroethene
Units
ug/L
Sample
Date
03/05/90
MDL
--
--
--
--
--
--
--
--
--
--
--
--
for the Closed MSW
--
Landfill
--
--
--
--
--
--
--
9
--
--
ND
NC 2L = 3 ug/L
ug/L
03/21/91
ND
EPA MCL = 5 ug/L
ug/L
03/10/92
ND
ug/L
04/20/95
--
ND
ug/L
06/27/95
3.6
ND
ND
ND
ND
ug/L
09/22/95
--
--
--
ND
--
--
--
--
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
--
ND
ug/L
03/28/96
ND
ND
ND
6.4
ND
ND
ND
--
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
5
ND
ug/L
04/08/97
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
10/29/97
ND
ND
ND
ND
ND
ND
5.9
ND
ug/L
04/30/98
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
5.4
ND
ug/L
10/14/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/27/99
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
10/21/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/14/00
--
--
--
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
3
ND
ug/L
04/19/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/17/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/01
ND
ND
5.2
ND
ND
ND
ND
ND
ug/L
10/11/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/08/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/13/03
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/25/04
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/04/05
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/28/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/24/07
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/30/07
1
ND
1.5
J
0.40 J
ND
0.30 J
ND
ND
ND
0.31 J
ND
0.46 J
ND
ug/L
04/23/08
1
ND
1.0
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/06/08
1
ND
0.76
J
ND
ND
ND
ND
ND
ND
ND
ND
0.46 J
ND
ug/L
04/13/09
1
ND
1.0
ND
ND
ND
ND
ND
ND
ND
ND
0.74 J
ND
ug/L
10/15/09
--
--
1
ND
--
--
--
0.97
J
--
--
--
--
0.51 J
--
0.64 J
ND
ND
ND
ND
0.44 J
ND
0.50 J
ND
ug/L
04/26/10
1
ND
0.85
J
ND
ND
ND
ND
ND
ND
ND
ND
0.50 J
ND
ug/L
10/19/10
--
--
1
ND
--
--
--
0.59
J
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
0.42 J
ND
ug/L
04/18/11
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/10/11
--
--
1
ND
--
--
--
0.77
J
--
--
--
--
ND
--
ND
ND
ND
ND
--
ND
ND
Dry
ND
ug/L
04/17/12
1
ND
0.50
J
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/09/12
1
ND
0.54
J
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
09/30/13
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/16/14
1
ND
0.41
J
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/15/14
0.15
1
Dry
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/15
0.15
1
ND
0.50
J
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/07/15
0.15
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
0.53 J
ND
ug/L
04/11/16
0.15
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/30/16
0.15
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/11/17
0.15
1
ND
ND
ND
ND
0.95 J
ND
ND
ND
ND
ND
ND
ND
ug/L
12/12/17
0.15
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
06/20/18
0.15
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/27/18
0.15
1
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/02/19
0.15
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/19/19
0.15
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/07/20
0.15
1
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/13/20
0.15
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/13/21
0.15
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
0.15
1
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/12/22
0.15
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/24/22
0.15
1
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/23
0.15
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
TAGreensboro1-%-,j-020W358-20-043A Moore-tyR-Ine LFG& WO 05-S-- ... IWO-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob Appmtllx_Upd-20230410 , Page 26 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Monitoring Wei
Active C&D Monitoring
Wells
Active L;&u
& MNA
Monitoring
monitoring
Performance
vveiis
Wells
Closed
MSW Monitoring
Wells
& MNA
Performance
Monitorin
g Wells
Ado
off
MPr.vaZ!W
Detected Monitoring
Constituent/Parameter
Vinyl chloride
Units
ug/L
Sample
Date
03/05/90
MDL
for the Closed
MSW
Landfill
ND
NC 2L = 0.03 ug/L
ug/L
03/21/91
ND
EPA MCL = 2 ug/L
ug/L
03/10/92
ND
ug/L
04/20/95
--
--
--
--
ND
ug/L
06/27/95
5.3
9.4
40.3
15.9
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
ND
ND
45
20
ND
ug/L
03/28/96
ND
ND
13
ND
ND
12
ND
ND
ug/L
10/29/96
ND
ND
--
ND
ND
ND
ND
ND
ND
ug/L
04/08/97
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
10/29/97
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/30/98
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
10
ND
ND
ND
ND
ug/L
10/14/98
ND
35
ND
ND
ND
ND
ND
ND
ug/L
04/27/99
--
--
--
ND
--
--
--
58
--
--
--
--
--
--
--
--
--
18
ND
ND
ND
ND
ND
ug/L
10/21/99
ND
28
--
21
ND
ND
ND
17
ND
ug/L
03/14/00
--
--
--
ND
--
--
--
16
--
--
--
--
ND
--
ND
8
ND
15
5
4
ND
9
ND
ug/L
04/19/00
ND
ND
--
25
21
ND
ND
11
ND
ug/L
10/17/00
ND
40
14
ND
28
13
ND
ND
ug/L
04/10/01
ND
35
25
16
ND
11
16
ND
ug/L
10/11/01
ND
12
15
12
28
ND
ND
ND
ug/L
04/18/02
ND
ND
13
10.8
17.7
ND
ND
ND
ug/L
10/08/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
18.5
ND
ND
ND
ND
ND
ND
ug/L
10/13/03
--
--
--
ND
--
--
--
12.5
--
--
--
--
--
--
--
--
--
ND
ND
ND
11.4
ND
ND
ug/L
04/26/04
ND
15.9
ND
ND
19.4
ND
ND
ND
ug/L
10/25/04
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
13.3
ND
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/04/05
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
11.7
ND
12.8
ND
ND
ND
ug/L
04/28/06
ND
12.8
ND
ND
ND
ND
14.2
ND
ND
ND
ND
ND
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
12.4
ND
ND
ND
ug/L
04/24/07
ND
7.6
ND
ND
ND
ND
ND
ND
ND
--
ND
ND
ug/L
10/30/07
1
ND
2.8
0.30
J
ND
2.7
ND
3.6
ND
4.2
1.2
ND
ND
ug/L
04/23/08
1
ND
5.1
ND
ND
1.4
ND
ND
3.0
ND
1.8
ND
ND
ug/L
10/06/08
1
ND
5.8
ND
ND
1.2
ND
3.4
J
2.1
ND
1.9
3.9
ND
ug/L
04/13/09
1
ND
5.4
ND
ND
1.6
ND
1.3
ND
0.67
J
1.7
3.0
ND
ug/L
10/15/09
--
--
1
ND
--
--
--
3.5
--
--
--
--
0.62
J
--
0.92
J 2.1
ND
4.0
ND
5.3
1.1
ND
ND
ug/L
04/26/10
--
--
1
ND
--
--
--
5.4
--
--
--
--
ND
--
ND
1.9
ND
2.0
2.4
0.81
J
1.6
2.4
ND
ug/L
10/19/10
--
--
1
ND
--
--
--
ND
--
--
--
--
ND
--
ND
1.3
ND
ND
ND
0.53
J
ND
2.1
ND
ug/L
04/18/11
--
--
1
ND
--
--
--
2.8
--
--
--
--
ND
--
ND
0.91
J
ND
0.78
J
0.90
J
1.0
0.71
J
2.2
ND
ug/L
10/10/11
--
--
1
ND
--
--
--
3.1
--
--
--
--
ND
--
ND
0.86
J
ND
2.8
--
3.7
1.2
Dry
ND
ug/L
04/17/12
1
ND
3.7
ND
0.39
J 0.79
J
ND
2.0
1.5
ND
1.1
Dry
ND
ug/L
10/09/12
1
ND
2.6
ND
ND
1.3
ND
2.0
2.0
ND
1.4
Dry
ND
ug/L
04/15/13
--
--
1
ND
--
--
--
3.5
--
--
--
--
ND
--
ND
0.61
J
ND
2.6
1.5
ND
1.1
Dry
ND
ug/L
09/30/13
1
ND
2.3
ND
ND
ND
ND
3.1
1.4
ND
0.85
J
Dry
ND
ug/L
04/16/14
1
ND
3.1
ND
ND
ND
ND
1.7
1.8
ND
1.3
Dry
ND
ug/L
10/15/14
0.32
1
Dry
2.3
ND
ND
0.62
J
ND
2.2
1.5
0.57
J
0.55
J
Dry
ND
ug/L
04/15/15
0.32
1
ND
1.8
ND
ND
0.72
J
ND
0.78
J
ND
ND
ND
Dry
ND
ug/L
10/07/15
0.32
--
1
ND
--
--
--
3.4
--
--
--
--
ND
--
ND
0.61
J
ND
2.7
1.5
ND
0.51
J
1.2
ND
ug/L
04/11/16
0.32
1
ND
3.3
ND
ND
ND
ND
0.72
J
0.71
J
0.48
J
0.42
J
ND
ND
ug/L
11/30/16
0.32
--
1
ND
--
--
--
2.5
--
--
--
--
ND
--
ND
ND
ND
1.3
1.1
0.64
J
ND
0.48 J
ND
ug/L
04/11/17
0.32
1
ND
1.9
ND
ND
ND
ND
1.4
0.45
J
0.65
J
ND
ND
ND
ug/L
12/12/17
0.32
--
1
ND
--
--
--
2.0
--
--
--
--
ND
--
ND
ND
ND
1.5
1.1
0.99
J
ND
0.47 J
ND
ug/L
06/20/18
0.32
1
ND
2.2
2.7
ND
1.9
ND
ND
ND
2.1
2.1
ND
ND
ND
ND
ug/L
11/27/18
0.32
1
--
ND
1.8
2.3
ND
2.3
ND
ND
ND
1.9
1.1
ND
ND
0.50 J
ND
ug/L
04/02/19
0.32
1
ND
2.1
1.4
ND
2.1
ND
ND
ND
ND
2.4
ND
ND
ND
ND
ug/L
11/19/19
0.32
1
ND
1.3
2.5
ND
ND
--
ND
2.0
ND
ND
ND
1.3
1.3
ND
ND
0.74 J
ND
ug/L
04/07/20
0.32
1
ND
1.3
1.3
ND
ND
1.8
ND
2.0
NS
NS
NS
ND
0.89
J
ND
ND
ND
NS
(Verification Event)
ug/L
06/05/20
0.32
1
ND
ANR
ANR
ANR
ANR
ANR
ANR
1.1
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L
10/13/20
0.32
1
ND
1.8
ND
ND
2.3
0.79
J ND
1.9
ND
ND
2.4
ND
ND
ND
1.1
5.4
ND
ND
1.1
ND
ug/L
04/13/21
0.32
1
--
ND
2.2
0.86
J ND
0.85 J
ND
ND
1.6
0.6 J
0.5
J
1.8
NS
NS
NS
1.2
2.2
ND
ND
ND
NS
ug/L
10/19/21
0.32
1
ND
ND
ND
ND
2.6
1.8
ND
1.0
J ND
ND
J
ND
ND
NS
ND
1.2
1.6
ND
ND
ND
ug/L
04/12/22
0.32
1
--
ND
1.4
ND
ND
3.2
ND
ND
ND
ND
ND
2.2
NS
NS
NS
ND
1.4
ND
ND
ND
NS
ug/L
10/24/22
0.32
1
0.03
ND
1.6
ND
ND
2.1
ND
ND
0.5
J ND
ND
2.6
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/23
0.50
1
0.03
ND
1.1
ND
ND
1.58
ND
ND
ND
ND
ND
1.6
NS
NS
NS
0.759
J
2.8
ND
ND
ND
NS
T:%Greensboro15G%-fecQ020A358-20-043A Moore-tyR-I,, LFG& WO05-S-- ... IW0-It-g 2022-0202=023 Spd,gaAp-, III11-GMT,-Fob Appmtllx_Upd-20230410 , Page 27 of 32

TABLE 5A
Record of Groundwater Monitoring
Results
(Detected
Constituents)
Water Quality Monitoring Report,
April 2023
Monitoring
Event
Moore County Landfill, NC Solid
Waste Permit
No. 63-01
Aberdeen, Moore County, North
Carolina
S&ME Project No. 4358-20-043A
Baokgro:!!�n
Monitoring Wei
Active C&D
Monitoring
Wells
Active L;&u monitoring
& MNA Performance
Monitoring
vveiis
Wells
Closed
MSW Monitoring
Wells & MNA
Performance
Monitorin
g Wells
Ado
off
MPr.vaZ!W
Detected Monitoring
Constituent/Parameter
Xylenes (Total)
Units
ug/L
Sample
Date
03/05/90
MDL
--
--
--
--
--
--
--
--
--
--
--
--
for the Closed
--
MSW Landfill
--
--
--
--
--
--
--
--
--
ND
NC 2L = 500 ug/L
ug/L
03/21/91
ND
EPA MCL = 10000 ug/L
ug/L
03/10/92
ND
ug/L
04/20/95
--
--
ND
ug/L
06/27/95
ND
ND
4.7
4.3
ND
ug/L
09/22/95
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/28/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/29/96
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/08/97
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
10/29/97
ND
ND
10.2
ND
ND
ND
ND
ND
ug/L
04/30/98
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
18
ND
ug/L
10/14/98
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/27/99
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
10/21/99
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
03/14/00
--
--
--
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/19/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/17/00
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/10/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/11/01
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/18/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/08/02
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/09/03
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/13/03
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/26/04
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/25/04
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/04/05
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/04/05
--
--
--
ND
--
--
--
ND
--
--
--
--
--
--
--
--
--
ND
ND
ND
ND
ND
ND
ug/L
04/28/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/09/06
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/24/07
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/30/07
5
ND
0.52
J
ND
ND
ND
ND
0.34 J
ND
4.4
J
0.44
J
ND
ND
ug/L
04/23/08
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/06/08
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
5.4
ND
ug/L
04/13/09
5
ND
0.47
J
ND
ND
ND
ND
ND
ND
ND
0.41
J
0.98 J
ND
ug/L
10/15/09
--
--
5
ND
--
--
--
0.51
J
--
--
--
--
ND
--
ND
ND
ND
ND
ND
0.46
J
0.45
J
ND
ND
ug/L
04/26/10
5
ND
0.52
J
ND
ND
ND
ND
ND
ND
ND
ND
1.3 J
ND
ug/L
10/19/10
--
--
5
ND
--
--
--
0.48
J
--
--
--
--
ND
--
ND
ND
ND
ND
ND
0.47
J
0.41
J
ND
ND
ug/L
04/18/11
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
10/10/11
--
--
5
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
--
ND
ND
Dry
ND
ug/L
04/17/12
5
ND
0.56
J
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/09/12
5
ND
0.45
J
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/15/13
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
09/30/13
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
04/16/14
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/15/14
0.45
5
Dry
ND
ND
ND
ND
ND
ND
ND
0.60
J
ND
Dry
ND
ug/L
04/15/15
0.45
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
Dry
ND
ug/L
10/07/15
0.45
--
5
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
0.93
J
ND
ND
ND
ug/L
04/11/16
0.45
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
11/30/16
0.45
--
5
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
0.61
J
ND
ND
ND
ug/L
04/11/17
0.45
--
5
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
1.3
B
ND
ND
ND
ug/L
12/12/17
0.45
--
5
ND
--
--
--
ND
--
--
--
--
ND
--
ND
ND
ND
ND
ND
1.2
J
ND
ND
ND
ug/L
06/20/18
0.45
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.99
J
ND
ND
ND
ug/L
11/27/18
0.45
3
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/02/19
0.45
3
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
0.45
J
ND
ND
ug/L
11/19/19
0.45
3
--
ND
ND
--
--
ND
ND
ND
--
--
ND
ND
ND
ND
ND
ND
ND
2.2
J
ND
ND
ND
ug/L
04/07/20
0.45
3
ND
ND
0.48
J
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
0.7
J
ND
ND
NS
ug/L
10/13/20
0.45
3
ND
ND
ND
ND
0.49
J
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2.2
0.46
J
ND
ND
ug/L
04/13/21
0.45
3
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/19/21
0.45
3
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ug/L
04/12/22
0.45
3
--
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
ug/L
10/24/22
0.45
3
500
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
1.1
J
ND
ND
ND
ug/L
04/10/23
0.45
3
500
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
2.1
J
ND
ND
NS
T:%Greensboro15G%-fecQ020A358-20-043A Moore-tyR-I,, LFG& WO05-S---IW0-It-g 2022-0202=023 Spd,gaAp-, III11-GMT,-Fob Appmtllx_Upd-20230410 , Page 28 of 32

TABLE 5A
Record of Groundwater Monitoring Results (Detected Constituents)
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, NC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
Detected Monitoring Sample
RF
BackgroV
un
Monitor ng We
W.1
Mp
Active
:D Monitoring
Wells
Active L;&u
& MNA
Monitoring
monitoring vveiis
Performance
Wells
Closed
MSW Monitoring
Wells
& MNA
Performance
Monitoring
Wells
Ado
off
MPnvaZI
MDL
Constituent/Parameter Units Date
I
1,4-Dioxane ug/L 11/27/18 1.2
2.0
SL
SWSL
MW-5
ND
-11DR
5.6
MW-13SR
MW-13DR
MW-14
15
MW-17S
MW-18
MW-19
for the Closed
MW-4
2.8
MSW Landfill
MW-11SR
7.3
MW-1
ND
MW-2
7.8
MW-3
ND
MW-6
2.9
MW-7
4.6
MW-8
6.3
ql"-0151%
MW.
39
ND
Om
ND
NC 2L= 3.0 ug/L ug/L 04/02/19 1.2
2.0
ND
4.8
11
--
2.0
8.4
ND
7.5
ND
1.6
J
4.0
7.2
23
ND
ND
ug/L 11/19/19 0.8
2.0
ND
3.9
15
1.6
J 5.2
--
2.0
4.8
2.3
14
1.1
J 1.4
J
10
39
22
ND
ND
ug/L 04/07/20 0.8
2.0
ND
5.9
--
--
15
3.0
8.5
11
--
2.2
4.3
NS
NS
NS
2.5
1.1
J 16
29
ND
NS
ug/L 10/13/20 0.8
2.0
ND
4.4
3.4
2.5
14
2.3
6.8
10
2.8
1.3
5.4
ND
9.7
1.0
J 2.0
6.9
29
25
ND
ND
ug/L 04/13/21 0.8
2.0
ND
5.3
3.8
3.4
5.2
0.9
J 10.0
15
7.9
5.3
7.0
NS
NS
NS
1.7
3.9
22
30
2.2
NS
ug/L 10/19/21 0.8
2.0
ND
3.9
9.2
3.3
17
3.4
7.1
13
2.9
1.6
J 5.1
ND
25
1.6
J 1.8
J
6.3
48
34
ND
ug/L 04/12/22 0.8
2.0
--
ND
4.3
8.8
4.2
19
ND
12.0
9
8.1
ND
3.6
NS
NS
NS
1.3
J
4.0
22
44
ND
NS
ug/L 10/24/22 0.3
1.0
3
ND
2.6
7.2
2.6
11
1.3
5.6
6
1.9
1.2
1.7
1.2 J
14
1.2
1.3
J
9.3
74
21
ND
ND
ug/L 04/10/23 0.320
0.500
3
ND
3.17
7.41
4.53
15.3
ND
8.58
10.6
6.79
ND
3.4
J NS
NS
NS
0.6
1.3
9
48
ND
NS
Tetrahydrofuran ug/L 06/20/18 0.53
1.0
--
ND
2.6
--
--
1.8
--
--
WNI
ND
5.5
--
--
--
--
ug/L 11/27/18 0.53
1.0
ND
ND
ND
WNI
ND
ND
ug/L 04/02/19 0.53
1.0
ND
ND
ND
WNI
ND
15
ug/L 11/19/19 0.53
1.0
ND
ND
ND
ND
ND
WNI
ND
ND
ug/L 10/13/20 0.53
1.0
ND
2.4
ND
ND
3.3
ND
ND
WNI
--
6
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L 04/13/21 0.53
1.0
ND
ND
ND
ND
ND
ND
ND
ND
ND
8.6
7.5
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
NS
ug/L 10/19/21 0.53
1.0
ND
3.4
ND
ND
ND
ND
ND
ND
ND
ND
6.3
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L 04/12/22 0.53
1.0
--
ND
ND
ND
ND
7.8
ND
ND
ND
ND
ND
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
NS
ug/L 10/24/22 0.53
1.0
3
ND
3.6
ND
ND
6.8
4.2
ND
4
ND
ND
4.9
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ug/L 04/10/23 0.32
0.5
3
ND
3.17
7.41
4.53
15.3
ND
8.58
10.6
6.79
ND
3.43
J NS
NS
NS
0.606
1.26
9.17
47.5
ND
NS
T:%Greensboro15G%-fecQ020A358-20-043A Moore-tyR-I,, LFG& WO05-S-- ...I W0 Mo I-ng 2022-0202=023 SpMngaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 29 of 32

TABLE 5A
Record of Groundwater Monitoring Results (Detected Constituents)
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, NC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
Detected Monitoring
Constituent/Parameter
Units
Sample
Date
MDL
IR
VSWSL
ro Wet
BaOkg Nnr
Monitoring
qpr
Active
:D Monitoring
Wells
Active L;&u
& MNA
Monitoring
for the Closed
monitoring vveiis
Performance
Wells
MSW Landfill
Closed
MSW Monitoring
Wells
& MNA
Performance
Monitorin
g Wells
M
off.
nPr.va.1
Sulfide
mg/L
04/11/17
1
MW-5
ND
MW-11DR
ANR
MW-13SR
ND
MW-13DR
ANR
MW-14
ANR
MW-17S
ANR
MW-17D
ANR
MW-18
ND
MW-19
WNI
MW-4
0.35
MW-11SR
J ANR
MW-1
ND
MW-2
ND
MW-3
ND
MW-6
0.89
J
MW-7
0.82
J
MW-8
ANR
MW-9
0.77
J
MM
1.00
ANR
mg/L
12/12/17
1
ND
ANR
ND
ANR
ANR
ANR
ANR
0.54
J
WNI
0.16
J ANR
ND
ND
ND
0.11
J
1.30
J
ANR
2.70
J
0.66 J
ANR
mg/L
06/20/18
0.01
0.1
ND
0.038
J ND
ANR
ANR
ANR
ANR
0.50
J
WNI
ND
ANR
ND
ND
ND
0.13
J
ND
ANR
2.70
J
ND
ANR
mg/L
11/27/18
0.01
0.1
ND
0.017
J ND
ANR
ANR
ANR
ANR
0.62
J
WNI
ND
ANR
ND
ND
ND
0.97
J
3.20
ANR
1.40
ND
ANR
mg/L
04/02/19
0.01
0.1
ND
1.500
ND
ANR
ANR
ANR
ANR
0.46
J
WNI
ND
ANR
ND
ND
ND
0.65
J
0.57
J
ANR
1.70
0.21 J
ANR
mg/L
04/07/20
0.01
0.1
ND
0.830
J ND
ANR
0.42 J
ANR
ANR
0.16
J
WNI
ND
0.28 J
ND
ND
ND
0.16
2.70
ANR
1.00
0.58 J
ANR
mg/L
10/13/20
0.01
0.1
ND
0.220
J ND
ND
0.12
ND
ND
0.42
J
ND
ND
0.17 J
ND
ND
ND
0.16
ND
0.78
J
1.40
0.27 J
ANR
mg/L
04/13/21
0.01
0.1
ND
0.490
J ND
ND
0.37
ND
ND
0.30
J
ND
ND
1.10
NS
NS
NS
0.19
ND
1.10
1.60
0.35 J
NS
mg/L
10/19/21
0.01
0.1
ND
0.038
J 0.02
J ND
0.16
ND
ND
0.06
J
ND
0.07
J 0.05 J
NS
ND
ND
0.19
0.46
0.14
0.30
0.29 J
ANR
mg/L
04/12/22
0.01
0.1
ND
0.042
J ND
ND
0.05 J
ND
ND
ND
ND
ND
0.08 J
NS
NS
NS
0.18
0.23
0.18
0.13
ND
NS
mg/L
10/24/22
0.86
0.86
NA
ND
1.40
1.2
1.1
ND
1.8
ND
1.20
ND
1.30
ND
ND
ND
ND
ND
1.10
3.80
1.20
ND
ANR
mg/L
04/10/23
0.806
0.806
NA
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
NS
NS
ND
ND
ND
0.97
ND
NS
Chloride
mg/L
04/11/17
ND
42
WNI
43
ND
40
3.7
J
16
2.9
J
ANR
95
ND
ANR
mg/L
12/12/17
2 J
--
47
WNI
31
9.9
54
4.1
J
20
14
ANR
92
ND
ANR
mg/L
06/20/18
2.2
5
ND
6.9
44
WNI
34
ND
63
2.8
J
15
7.1
ANR
110
3.1 J
ANR
mg/L
11/27/18
2.2
5
ND
3.9
J
42
WNI
20
ND
30
2.7
J
16
6.3
ANR
120
ND
ANR
mg/L
04/02/19
2.2
5
ND
3.5
J
39
WNI
20
--
ND
29
3.8
J
13
5.0
ANR
94
ND
ANR
mg/L
04/07/20
2.2
5
ND
8.4
--
--
33
--
--
56
WNI
--
3.2 J
--
--
--
14
4.0
J
ANR
100
3.1 J
ANR
mg/L
10/13/20
2.2
5
2.5 J
21
7.7
5.8
52
22
3.0
41
14
8.9
27
2.3
J
38
5.5
13
20
69
100
D
2.9 J
ANR
mg/L
04/13/21
2.2
5
2.9 J
22
8.4
6.8
15
8.2
2.9
51
36
30
34
NS
NS
NS
13
10
50
99
D
3.1 J
NS
mg/L
10/19/21
2.2
5
3.5 J
18
1.6
7
61
27
3 J
44
13
10
26
2.7
J
93
7.8
13
25
110
D
120
D
3.3 J
ANR
mg/L
04/12/22
2.2
5
3.6 J
19
14
8.2
64
5.2
3.5 J
34
26
2.8
J 19.0
NS
NS
NS
11
17
43
D
140
D
4.3 J
NS
mg/L
10/24/22
2.2
5
ND
ND
ND
ND
59
16
ND
35
ND
ND
ND
3.4
J
73
ND
9
12
98
D
110
D
2.9 J
ANR
mg/L
04/10/23
2.2
5
5.21
18
14.2
9.07
65
4.15
1.5
36
29.3
ANR
0.5 J
18.3
NS
NS
NS
7
8
20.5
138
Nitrate as N
mg/L
04/11/17
0.240 J
--
--
--
--
--
--
0.100
J
WNI
14
--
0.950
J
0.180
J
ND
0.077
J
0.16
J
ANR
0.140
J
0.180 J
ANR
mg/L
12/12/17
0.550 J
0.130
J
WNI
0.3
J
0.600
J
1.100
J
ND
0.140
J
0.14
J
ANR
0.120
J
0.160 J
ANR
mg/L
06/20/18
0.025
1
0.450 J
0.120
J
WNI
6.0
J
0.840
J
1.700
J
ND
0.140
J
0.11
J
ANR
0.170
J
0.140 J
ANR
mg/L
11/27/18
0.025
1
0.410
0.170
WNI
4.4
1.200
0.050
J
ND
0.130
0.20
ANR
0.200
0.240
ANR
mg/L
04/07/20
0.025
1
0.320
--
WNI
--
--
--
0.089
J
0.10
J
ANR
0.090
J
0.076 J
ANR
mg/L
10/13/20
0.41
1
0.380 J
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
2.3
J 90 J
0.850
0.130
ND
0.110
0.20
0.120
0.100
0.510
ANR
mg/L
04/13/21
0.41
1
1.400
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.220
ND
NS
NS
NS
ND
0.65
ND
ND
ND
ANR
mg/L
10/19/21
0.41
1
0.940
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.11
0.15
0.760
4.6
D
0.35
0.12
0.14
0.09
J
0.10
0.11
ANR
mg/L
04/12/22
0.41
1
2.400
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
1.60
0.08 J
NS
NS
NS
0.15
0.08
J
0.07
J
0.05
J
0.04 J
NS
mg/L
10/24/22
0.041
0.1
NA
1.700
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.27
0.08 J
0.21
3.4
D
ND
0.05
J
0.12
0.07
J
0.07
J
0.06 J
ANR
mg/L
04/10/23
0.0168
0.1
NA
0.596
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.14
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
Nitrite as N
mg/L
04/11/17
ND
19
J
WNI
0.030
J
ND
ND
ND
0.033
J
ND
ANR
ND
ND
ANR
mg/L
12/12/17
ND
ND
WNI
ND
ND
ND
ND
ND
ND
ANR
ND
ND
ANR
mg/L
06/20/18
0.017
0.1
ND
ND
WNI
ND
ND
ND
ND
ND
ND
ANR
ND
ND
ANR
mg/L
11/27/18
0.017
0.1
ND
ND
WNI
ND
ND
ND
ND
0.017
J
ND
ANR
ND
ND
ANR
mg/L
04/02/19
0.017
0.1
ND
27
J
WNI
ND
ND
ND
ND
0.098
J
ND
ANR
ND
ND
ANR
mg/L
04/07/20
0.017
0.1
ND
--
WNI
ND
ND
ANR
ND
0.038 J
ANR
mg/L
10/13/20
0.017
0.1
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ANR
mg/L
04/13/21
0.017
0.1
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
mg/L
10/19/21
0.017
0.1
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.021
ND
ND
ND
ND
ND
ND
ND
ND
ND
ANR
mg/L
04/12/22
0.017
0.1
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.023
J ND
NS
NS
NS
ND
ND
ND
ND
ND
NS
mg/L
10/24/22
0.017
0.1
NA
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.022
J ND
ND
0.025
J
ND
ND
ND
ND
0.017
J
ND
ANR
mg/L
04/10/23
0.017
0.1
NA
ND
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
Total Dissolved Solids
mg/L
06/20/18
50
50
ND
ND
190
ANR
ANR
ANR
ANR
180
WNI
200
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
mg/L
11/27/18
50
50
ND
ND
190
ANR
ANR
ANR
ANR
160
WNI
110
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
mg/L
04/02/19
50
50
ND
ND
280
ANR
ANR
ANR
ANR
270
WNI
220
--
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
mg/L
04/07/20
10
10
ND
66
240
ANR
420
ANR
ANR
280
WNI
--
290
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
mg/L
10/13/20
10
10
ND
250
96
50
240
350
200
430
160
150
550
ANR
ANR
mg/L
04/13/21
10
10
ND
270
82
30
74
240
250
470
350
520
680
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
mg/L
10/19/21
10
10
ND
200
78
ND
250
380
150
410
8
130
540
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
mg/L
04/12/22
10
10
ND
190
100
ND
300
ND
250
330
230
60
530
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
mg/L
10/24/22
50
50
NA
190
230
94
50
230
230
170
410
160
76
96
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
mg/L
04/10/23
50
50
NA
138
316
230
112
368
140
202
506
340
84
444
NS
NS
NS
ANR
ANR
ANR
ANR
ANR
NS
Sulfate as SO4
mg/L
04/11/17
ND
--
--
--
--
--
--
14
J
WNI
98
J --
9.3
J
10
J
8.7
J
14
J
ND
ANR
3.5
J
ND
ANR
mg/L
12/12/17
ND
11
J
WNI
38
J
10.0
J
16
J
10
J
8.9
J
ND
ANR
ND
1.8 J
ANR
mg/L
06/20/18
2.9
5.0
ND
ND
9.8
J
WNI
22
J
8.6
J
13
J
9.1
J
7.3
J
ND
ANR
ND
3.1 J
ANR
mg/L
11/27/18
2.9
5.0
ND
ND
8.1
WNI
29
7.6
5.2
7.6
9.2
ND
ANR
ND
1.1
ANR
mg/L
04/02/19
2.9
5.0
ND
ND
--
9.2
WNI
61
8.2
4.5
J
7.9
1.6
ND
ANR
ND
8.7
ANR
mg/L
04/07/20
2.9
5
ND
ND
--
--
35
--
--
ND
WNI
--
38
--
--
--
10
ND
ANR
ND
9.7
ANR
mg/L
10/13/20
2.9
5
ND
13
16
9.1
7.1
99
35
7
12
32
ND
8.0
5.5
8.4
7.2
ND
ND
ND
7.2
ANR
mg/L
04/13/21
2.9
5
2.9
12
18
10
19
20
33
45
23
110
14
NS
NS
NS
11
ND
ND
ND
6.8
NS
mg/L
10/19/21
2.9
5
2.9 J
11
18
8
7
95
30
42
10
35
ND
9
17
11
7
ND
ND
ND
9.6
ANR
mg/L
04/12/22
2.9
5
ND J
9
22
9
6
8
25
44
20
14
7
NS
NS
NS
6
ND
ND
ND
6.5
NS
mg/L
10/24/22
2.9
5
NA
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
9
ND
ND
4
J
ND
ND
ND
3.0
ANR
mg/L
04/10/23
0.4
1
NA
0.952 J
7
32
9
3
3
27
42
30
3
9
NS
NS
NS
12
ND
0.807
J
ND
6.7
NS
TAGreensboro1-%-,j-020W358-20-043A Moore-tyR-I,, LFG& WO 05-S-- ... IW0-It-g 2022-02=023 Spd,gaAp-, III11-GMT,-Fob App--Upd-20230410 , Page 30 of 32

TABLE 5A
Record of Groundwater Monitoring Results (Detected Constituents)
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, NC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
Detected Monitoring
Constituent/Parameter
I
Units
Sample
Date
MDL
Jqr
SWSL
Baokgroluno
Monitoring Wei �qW
W
Active
:D Monitoring
Wells
Active L;&u
& MNA
Monitoring
for the Closed
monitoring vveiis
Performance
Wells
MSW Landfill
Closed
MSW Monitoring
Wells
& MNA
Performance
Monitoring
Wells
M
off.
nPr.va.1
Total Alkalinity as CaCO3
mg/L
04/11/17
MW-5
NO
1DR
MW-13SR
MW-13DR
MW-14
MW-17S
MW-17D
MW-18
150
MW-19
WNI
MW-4
470
MW-11SR
MW-1
NO
MW-2
230
MW-3
NO
MW-6
200
MW-7
110
MW-8
ANR
MW-9
920
MM
110
ANR
mg/L
12/12/17
NO
170
WNI
350
49
290
D
NO
260
110
ANR
1,000
130
ANR
mg/L
06/20/18
14
15
NO
87
170
WNI
94
NO
310
NO
250
150
ANR
1,100
85
ANR
mg/L
11/27/18
14
15
NO
81
130
WNI
41
NO
180
NO
240
160
ANR
890
90
ANR
mg/L
04/02/19
14
15
NO
NO
--
120
WNI
20
--
NO
170
ND
NO
ND
ANR
710
40
ANR
mg/L
04/07/20
14
15
NO
51
--
190
--
--
140
WNI
--
170
--
210
110
ANR
740
83
ANR
mg/L
10/13/20
14
15
NO
220
49
NO
190
140
120
290
95
39
620
ND
180
ND
190
120
240
D
830
96
ANR
mg/L
04/13/21
14
15
NO
260
34
21
42
24
160
320 D
200 D
260
730 D
NS
NS
NS
240
300
230
D
760
110
NS
mg/L
10/19/21
14
15
NO
210
D 43
3
220
190
97
31 D
45 D
60
470 D
ND
320
D
ND
21
D
89
D 310
D
900
D
40
ANR
mg/L
04/12/22
14
15
NO
270
D 76
23
300 D
NO
210 D
280 D
180 D
NO
590 D
NS
NS
NS
220
D
92
D 210
D
870
D
64
NS
mg/L
10/24/22
5
5
NA
NO
210
49
24
250
110
84
240
57
97
350
8.6
330
NO
210
91
340
890
NO
ANR
mg/L
04/10/23
2.2
5
NA
NO
268
94
33
266
3
J 110
299
148
10
539
NS
NS
NS
179
153
173
874
85
NS
Total Organic Carbon
mg/L
04/11/17
NO
--
--
--
--
--
--
9.2
WNI
43
--
1
9.1
0.780 J
26
13
ANR
59
37
ANR
mg/L
12/12/17
NO
13
WNI
27
5
8.7
9.2
15
7.1
ANR
40
14
ANR
mg/L
06/20/18
0.34
1.0
NO
12
WNI
11
1.7
12
1.1
19
6.5
ANR
66
4.8
ANR
mg/L
11/27/18
0.34
1.0
470 J
15
WNI
9.3
2
7.8
1.0
25
6.0
ANR
68
3.3
ANR
mg/L
04/02/19
0.34
1.0
NO
12
WNI
11
1.1
6.2
0.95 J
56
9.4
ANR
42
43
ANR
mg/L
04/07/20
0.54
1.0
NO
--
WNI
--
--
--
--
--
26
17
ANR
32
1.7
ANR
mg/L
10/13/20
0.54
1.0
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
11
22
0.9 J
30
21
21
37
2.6
ANR
mg/L
04/13/21
0.54
1.0
1.0
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
42
34
NS
NS
NS
57
26
18
34
2.5
NS
mg/L
10/19/21
0.54
1.0
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
14
21
1
13
2
18
28
26
39
2.2
ANR
mg/L
04/12/22
0.54
1.0
16
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
6
1 J
NS
NS
NS
17
18
20
43
3.5
NS
mg/L
10/24/22
0.5
1.0
NA
1.8
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
17
11
2
10
2
7
14
24
36
NO
ANR
mg/L
04/10/23
0.5
1.0
NA
0.887 J
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
8
14
NS
NS
NS
7
14
18
41
1.6
NS
Nitrate/Nitrite as N
mg/L
04/11/17
0.24
0.120
WNI
14.0
--
0.950
0.180
NO
0.110
0.160
ANR
0.140
0.180
ANR
mg/L
12/12/17
0.55
0.130
WNI
2.8
0.600
1.100
NO
0.140
0.140
ANR
0.120
0.160
ANR
mg/L
06/20/18
0.041
0.1
0.45
0.120
WNI
6.0
0.840
1.700
NO
0.140
0.110
ANR
0.170
0.140
ANR
mg/L
11/27/18
0.041
0.1
0.41
0.170
WNI
4.4
1.200
0.050
J
NO
0.150
0.200
ANR
0.200
0.240
ANR
mg/L
04/02/19
0.041
0.1
0.32
0.110
WNI
3.6
1.000
0.048
J
NO
0.150
0.080
J ANR
0.100
0.120
ANR
mg/L
04/07/20
0.041
0.1
0.32
--
WNI
--
--
--
--
0.089
J
0.095
J ANR
0.099
J
0.110
ANR
mg/L
10/13/20
0.041
0.1
0.38 J
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
2.3
J 0.090 J
0.85
0.130
0.110
0.200
0.120
0.100
0.510
ANR
mg/L
04/13/21
0.041
0.1
1.40
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.22
NO
NS
NS
NS
NO
0.650
NO
NO
NO
NS
mg/L
10/19/21
0.041
0.1
0.94
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.13
0.150
0.760
4.60
D
0.350
0.120
0.140
0.094
J
0.100
0.110
ANR
mg/L
04/12/22
0.041
0.1
2.40
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
1.70
0.075 J
NS
NS
NS
0.150
0.080
J 0.072
J
0.052
0.044 J
NS
mg/L
10/24/22
0.041
0.1
NA
1.70 D
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.29
0.077 J
0
3
NO
0.052
J
0.120
0.066
J
0.066
J
0.062 J
ANR
mg/L
04/10/23
0.0168
0.1
NA
0.60
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.14
NO
NS
NS
NS
NO
NO
NO
NO
NO
NS
Ethane
mg/L
04/11/17
NO
NO
WNI
ND
NO
NO
NO
NO
NO
ANR
NO
NO
ANR
mg/L
12/12/17
NO
NO
WNI
ND
NO
NO
NO
NO
NO
ANR
NO
NO
ANR
mg/L
06/20/18
0.0013
0.002
NO
NO
WNI
ND
NO
NO
ND
NO
NO
ANR
NO
NO
ANR
mg/L
11/27/18
0.0013
0.002
NO
NO
WNI
ND
NO
NO
ND
NO
NO
ANR
NO
NO
ANR
mg/L
04/02/19
0.0013
0.002
NO
NO
WNI
ND
NO
NO
ND
NO
NO
ANR
NO
NO
ANR
mg/L
04/07/20
0.0051
0.006
NO
WNI
NO
NO
ANR
NO
NO
ANR
mg/L
10/13/20
0.0051
0.006
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
NO
NO
ND
NO
NO
NO
NO
ANR
mg/L
04/13/21
0.0051
0.006
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
NO
NS
NS
NS
NO
NO
NO
NO
NO
NS
mg/L
10/19/21
0.0051
0.006
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
NO
NO
NO
NO
NO
NO
NO
NO
NO
ANR
mg/L
10/19/21
0.0051
0.006
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
NO
NO
NO
NO
NO
NO
NO
NO
NO
ANR
mg/L
10/24/22
0.0003
0.0011
NA
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
0.00063 J
NO
NO
NO
NO
NO
NO
NO
NO
ANR
mg/L
04/10/23
0.0003
0.0011
NA
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
NO
NO
NO
NO
NO
NO
NO
NO
NO
NS
Ethene
mg/L
04/11/17
NO
NO
WNI
ND
NO
NO
NO
NO
NO
ANR
NO
NO
ANR
mg/L
12/12/17
NO
NO
WNI
ND
NO
NO
ND
NO
NO
ANR
NO
NO
ANR
mg/L
06/20/18
0.0015
0.003
NO
NO
WNI
ND
NO
NO
ND
NO
NO
ANR
NO
NO
ANR
mg/L
11/27/18
0.0015
0.003
NO
NO
WNI
ND
NO
NO
ND
NO
NO
ANR
NO
NO
ANR
mg/L
04/02/19
0.0051
0.006
NO
NO
WNI
ND
NO
NO
ND
NO
NO
ANR
NO
NO
ANR
mg/L
04/07/20
0.0051
0.006
NO
WNI
NO
NO
ANR
NO
NO
ANR
mg/L
10/13/20
0.0051
0.006
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
NO
ND
NO
NO
NO
NO
NO
NO
ANR
mg/L
04/13/21
0.0051
0.006
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
NO
NS
NS
NS
NO
NO
NO
NO
NO
NS
mg/L
10/19/21
0.0051
0.006
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
NO
ND
NO
NO
NO
NO
NO
NO
NO
ANR
mg/L
04/12/22
0.0051
0.006
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
NO
NS
NS
NS
NO
NO
NO
NO
NO
NS
mg/L
10/24/22
0.00031
0.001
NA
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
NO
NO
ND
NO
NO
NO
0.00095
J 0.0018
NO
NO
ANR
mg/L
04/10/23
0.00031
0.001
NA
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
NO
ND
NO
NO
NO
NO
NO
NO
NO
NS
Methane
mg/L
04/11/17
496 J
5.06
WNI
0.372
0.636
J 0.099
NO
6.05
1.56
ANR
5.90
5.10
ANR
mg/L
12/12/17
567 J
1.67
WNI
0.879
0.264
0.012
ND
1.79
1.62
ANR
2.34
3.58
ANR
mg/L
06/20/18
0.45
1.00
NO
3.10
WNI
0.154
NO
0.041
ND
1.45
2.97
ANR
2.35
0.40
ANR
mg/L
11/27/18
0.45
1.00
NO
1.06
WNI
0.948
ND
0.019
ND
3.84
4.02
ANR
5.64
0.96
ANR
mg/L
04/02/19
0.45
1.00
NO
3.60
WNI
0.039
0.566
J 0.055
ND
4.06
5.93
ANR
5.04
2.08
ANR
mg/L
04/07/20
0.0051
0.006
NO
--
WNI
--
--
--
--
2.16
1.94
ANR
0.67
1.36
ANR
mg/L
10/13/20
0.0051
0.006
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
NO
4.46
ND
ND
3.68
6.150
5.68
D
3.20
ANR
mg/L
04/13/21
0.0051
0.006
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.323
3.28
NS
NS
NS
12.4
5.91
D 6.370
D
NO
1.64
NS
mg/L
10/19/21
0.0051
0.006
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.480
D 2.44
NO
0.824
NO
2.8
D
2.78
D 3.930
D
0.52
1.52
ANR
mg/L
04/12/22
0.0051
0.006
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
3.53 D
NS
NS
NS
4.7
D
2.81
D 4.460
D
2.30
2.79
NS
mg/L
10/24/22
0.00057
0.00058
NA
1
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
0.240
7.80
0.660
0.11
0.00063
9.5
8.20
8.700
5.00
NO
ANR
mg/L
04/10/23
0.00057
0.00058
NA
NO
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ANR
ND
4.60
NS
NS
NS
7.0
8.65
6.440
3.30
2.02
NS
T1Greensboro1-%-,j-020W358-20-043A Moore Cowry R-I,, LFG& WO05-S-- ...I W02022-0202=023 Spd,gaAp-, III11-GW\T,-Fob App--Uptlatetl 20230410 , Page 31 of 32

TABLE 5A
Record of Groundwater Monitoring Results (Detected Constituents)
Water Quality Monitoring Report, April 2023 Monitoring Event
Moore County Landfill, NC Solid Waste Permit No. 63-01
Aberdeen, Moore County, North Carolina
S&ME Project No. 4358-20-043A
Notes:
1.) ug/L = Micrograms per liter
2.) ND = Not detected at the stated reporting limit
3.) NM = Not measured
4.) J = Estimated concentration reported below Solid Waste Section Limit
5.) -- = No data available
6.) Blanks = Field, trip, and method blanks
7.) Reanalysis = Reanalysis result in parenthesis next to the original result (e.g., reanalysis was performed for arsenic in January 2017)
8.) Dissolved = Dissolved sample in brackets [e.g. a dissolved sample was analyzed for MW-9 for the Febuary 2017 verification event]
9.) Bold = Concentration above the current NC 2L Groundwater Standard or NC 2L IMAC Groundwater Standard
10.) Shaded and Bold = Concentration above the current NC 2L Groundwater Standard or NC 2L IMAC Groundwater Standard and EPA MCL
11.) EPA MCL = US Environmental Protection Agency Maximum Contaminant Level
12.) SWS GSP = Solid Waste Section Groundwater Protection Standard
13.) SWS Reporting Limit = NCPQL or lab -specific reporting limit prior to October 2007 and NCSWSL starting in October 2007 and ending June 1, 2018
14.) = EPA MCL is an action level
15.)"= EPA MCL is a secondary standard
16.) Historical data prior to 10/30/07 provided by HDR Engineering of the Carolinas, Inc. Data 10/30/07 to 6/30/2020 Provided by Golder
17.) Samples collected using low -flow purge and sample techniques.
18.) The following dilutions were noted for the April 2020 event: Chloride & Sulfate 2x @ MW-17S, 4x @ MW-18, 5x @ MW-5, 1Ox @ MW-14, 50x @ MW-9; Nitrate as N, Nitrate/Nitrite as N 1Ox @ MW-4; Total Alkalinity as CaCO3 2x @ MW-6, MW-7, MW-8, MW-14, 5x @ MW-11SR, MW-11 DR, MW-18, 1Ox @ MW-9; Antimony, Selenium, Thallium 2x @ MW-4, MW-5, MW-11 SR, MW-11 DR, MW-13S, MW-13D, MW-14, M\
19.) PQL = Practical quantitation limit - lab specific limit
20.) MDL = Method Detection Limit
21.) SWSL = Solid Waste Section Reporting Limits (historic)
22.) The Blake Well not sampled in June 2018 and April 2020 as the power was out at the residence and no sample could be obtained.
TAGreensboro15 %-j-020W35 20-043A Moore—ty R-1,, LFG&WO M,,Ib IngWM1 05-Seml ... IWO—It—g 2022-002=023 SpH,gaAp—, III H6taIC GMT,b Fob Appmtllx_Upda 20230410 , Page 32 of 32

Appendix IV - Time vs Concentration Charts

12.0
11.5
11.0
10.5
10.0
9.5
9.0
8.5
8.0
7.5
J
aA 7.0
7
c
6.5
0
+� 6.0
v
5.5
U
0 5.0
U
4.5
4.0
3.5
3.0
2.5
2.0
1.5
1.0
0.5
0.0
Benzene Concentrations Over Time - MSW Landfill Wells
o0 0o rn rn o N N ! 1 Lf1 L!1 lD lD I� 00 00 Q1 Q1 O N N M M Lf1 Lf1 lD lD I� W W O1 O1 O O N N N cn cn
Ol Ol Ol Ol Ql Ol Ol O O O O O O O O O O O O O O O O O c-I ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci r•i ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
a a a m O C) N I- N m V r-I lD C) CO C) O C) N I) N 01 V -4 lD .1 00 C) O C) N I) N Ol V -4 tD CD CD CD O CD N ID N 01 V c-I
O O O O i--4 O i--4 O O O O i--4 O O O O t--I O N O O O O t--I O O O O i--4 O i--4 O O O O i--� O O O O t--I O N O O O O t--I
Sampling Dates
MW-6 MW-7 MW-8 MW-9 MW-15R
TAGmenabaot 58MPraj-c U020435&20-MMM-. County R..dne LFG S WO ManitonngThase 05-Semi-Annual WO Monitoring 2022-02023t2023 SpringWppendix IV Ch—U023 Sprang Table fa 2L E.-d--Ch—.dsx

5.0
4.5
4.0
3.5
3.0
on
c
1.5
1.0
0.5
0.0
Benzene Concentrations Over Time - C&D Landfill Wells
LD n n W W X M M O O O c1 .1 N N M M m �* V M M M LD lD n n W M W M M O O O c1 .1 N N M m M
O O O O O O O O r-I r-I r-I r-I r-I r-I r-I r-I r-I r-I r-I r 4 C 4 r-I c-I r-I r-I r-I r-I c-I r-I r-I c-I r-I N N N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O M 0 r-IC) lD r-I C) 0 N a N a O 0 CO Cr-I3 lD r-I a C) N 0 N In O M CO r-Ia 0 r-I a Cl N 0 N C) O M CO t1 lD r1
r-I O O O O r-I O O O O r-I O r-I O O O O i--I O O O O r•-I O i--I O O O O i--I O O O O r-I O r-I O O O O r-I
Sampling Dates
MW-11SR MW-11DR MW-13SR MW-13DR MW-14
TAGreenabaot 58MPraj-c U020435&20-MMM-. County R..dne LFG S WO ManitonngThase 05-Semi-Annual WO Monitoring 2022-02023t2023 SpringWppendix IV Ch—U023 Sprang Table fa 2L E.-d--Charta.dax

C
30.0
25.0
20.0
10.0
5.0
0.0
Vinyl Chloride Concentrations Over Time - MSW Landfill Wells
l0 n n oo M M O O r1 N N M M Z M tD tD n n 00 M M O O r-I r-I N M M �* � Ln LO tD n n 00 00 M O O -4 r-I N M M
Ol Ol Ol Ql Ol Ol O O O O O O O O O O O O O O O O O .-i ci -1 r-I ci ci ci ci ci .--I r-I ci ci ci ci ci ci N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
CD ci 0 ci ci ci ci C ci ci ci ci ci 0 0 0 0 ci 0 0 0 ci 0 0 ci 0 0 ci ci 0 0 ci 0 0 0 0 0 0 0 0 0 0 0 0 0 ci ci
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
O 11 N n N M -zT\-I l\O .\-I 00 r O LLr) N n N 00) �* .\-I tD r-I 0000 Cf) O Lr N n N O\l �* .\-I l\O\-I 00 M O Ln N n N 00) ZT\-I l\O .\-I 00
r-I O i--I O O O O -4 O O O O -4 O r-I O O O O r-I O O O O i--I O r-I O O O O -4 O O O O -4 O i--I O O O O r-I O O O
Sampling Dates
MW-6 MW-7 MW-8 MW-9 MW-15R
TAGmenabaot 5BMP,.j-t U020435&20-MM M-. County R..dne LFG S WO ManitonngThase 05 - Semi -Annual WO Monitoring 2022-02023t2023 SpringWppendix IV Ch—U023 Sprang Table fa 2L E.-d-- Ch—.dax

J
dA
7
C
60.0
50.0
40.0
20.0
10.0
0.0
Vinyl Chloride Concentrations Over Time - C&D Landfill Wells
lD I� n W M M O O r1 N N M M �* -zT M LID lD I� n X M M O O r-I r-I N M M �* �* M LD LID I-, n W X M O O r1 .-ti N M M
O M O O Ql M O O O O O O O O O O O O O O O O O -i -1 1-1 -1 -1 ci ci ci ci -1 -1 -1 ci ci ci -1 ci N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
O l! N n N W a .\-I W r-I W N O l 1 N n N M 'zT\-I l\O .\-I W N O M N n N M .\-I kOO .\-I X M O l! N n N M T .\-I LOO\r-I W
r1 O r-I O O O O i--I O O O O r-I O i--I O O O O r-I O O O O r-I O r-I O O O O r-I O O O O i--I O r-I O O O O i--I O O O
Sampling Dates
MW-11SR MW-11DR MW-13SR MW-13DR MW-14
TAGmenabaot 5BMP,.j-t U020435&20-MM M-. County R..dne LFG S WO ManitonngThase 05 - Semi -Annual WO Monitoring 2022-02023t2023 SpringWppendix IV Ch—U023 Sprang Table fa 2L E.-d-- Ch—.dax

J
bA
7
C
30.0
25.0
20.0
10.0
5.0
0.0
cis-1,2-Dichlloroethene Concentrations Over Time - MSW Landfill Wells
Lo l0 I, n 00 00 Q1 In O O I--i c-i N N c+n m a 1:T Ln Ln tD LID r, r, 00 00 rn rn O O r-q c-i N N m co
O O O O O O O O -1 rl ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci -1 ci N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
c-I ci ci ci ci ci ci ci ci ci ci ci ci ci ri ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
O O O V O V O V O V O O O zT O V O V O O O O V O zT O zT O
O r--i O r--i O r--i O c-i O N O N O -4 O -4 O r--i O c-i O c-i O c-i O c-i O r-i O -4 O N O N O N
Sampling Dates
MW-6 MW-7 MW-8 MW-9 MW-15R
TAGmenabaot 5BMP,.j-t U020435&20-MM M-. County R..dne LFG S WO ManitonngThase 05 - Semi -Annual WO Monitoring 2022-02023t2023 SpringWppendix IV Ch—U023 Sprang Table fa 2L E.-d-- Ch—.dsx

35.0 cis 1,2-Dichloroethene Concentrations Over Time - C&D Landfill Wells
30.0
25.0
J
20.0
C
C
0
L
Y
c 15.0
0
U
10.0
5.0
0.0
l0 w I, f\ 00 00 01 01 O O -1 -1 N N M M zl* Ln J) w w I, f\ 00 00 0) Ol O O -4 -4 N N M M
O O O O O O O O .--i .--i .--i .--i .-i .--i .--i .--i .--i .-i .--i .--i -1 N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O
V O V O V O t O -t O ItT O V O V O V O ItT O ItT O -It O V O V O V O ItT O ItT O ItT O
O -1 O -1 O -1 O -1 O -1 O -1 O -1 O -1 O -1 O -1 O -1 O -1 O -1 O -1 O -1 O -1 O -1 O -1
Sampling Dates
MW-11SR MW-11DR MW-13SR MW-13DR MW-14
TAGmenabaot 5BMPraj-c U020435&20-MMM-. County R..dne LFG S WO ManitonngThase 05-Semi-Annual WO Monitoring 2022-02023t2023 SpringWppendix IV Ch-U023 Sprang Table fa 2L E.-d--Ch-.dsx

50.0
40.0
J
bA
7
•S 30.0
c
0
c
v
U
C
0
U
20.0
10.0
0.0
1,4-Dioxane Concentrations Over Time - MSW Landfill Wells
00 0) 0) 0) 0) 0) 0) 0 0 0 0 0 o N -1 —4 N N -4 N N N N N N co M M co M M
e-I ci ci ci ci ci ci N N N N N N N N N N N N N N N N N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
.1 C) m Ln C) rn -1 C) m Ln C) rn -1 .1 m Ln CD rn .1 CD m Ln CD rn -1 .1 m Ln r- rn .1
r-I o 0 0 0 o N o 0 0 0 o N o 0 0 0 0 -4 o 0 0 0 o N o 0 0 0 0 r-I
Sampling Dates
MW-2 MW-6 MW-7 MW-8 MW-9 MW-15R
TAGmenabaot 5BMPraj-c U020435&20-0 M M-. County R..dne LFG S WO ManitonngThase 05 - Semi -Annual WO Monitoring 2022-02023t2023 SpringWppendix IV Ch-U023 Sprang Table fa 2L E.-d-- Ch-.dsx

20.0
19.0
18.0
17.0
16.0
15.0
14.0
13.0
12.0
0A
11.0
c
O
+� 10.0
v 9.0
U
C
u 8.0
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
1,4-Dioxane Concentrations Over Time - C&D Landfill Wells
00 00 0) In 0) In 0) 0) O O O O O O N c-i N N N N N N N N N N M M M M m M
.--I a-i ci ci ci ci ci ci N N N N N N N N N N N N N N N N N N N N N N N N
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci c-I ci ci ci ci ci ci ci ci ci
\ \ \ \ \ \ \ \ \ \ \ 00 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
O N N C) to CO O N N V l0 CO O N N 0 lD 0 O N N a l0 CO O N N V l0 OO O N
r-I a --I O O O O �--i i--I O O O CD N t--I CD CDO t--I N O O O O t--I N O O O O r--i a --I
Sampling Dates
MW-11SR MW-11DR MW-13SR MW-13D MW-14
TAGmenabao15BMP,.j-t 12020435&20-MM M-. County R..dne LFG S WO ManitonngThase 05 - Semi -Annual WO Monitoring 2022-0202312023 SpringWppendix IV Ch—U023 Sprang Table fa 2L E.-d-- Ch—.dsx