7407_Pitt_CandDLandfillInc_20191017_GW_FID1359974

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WATER QUALITY MONITORING REPORT
J U N E 2019
SEMIANNUAL SAMPLING EVENT
CONSTRUCTION AND DEMOLITION
DEBRIS LANDFILL, PITT COUNTY
FACILITY PERMIT NO. 7407-CDLF-2001, 2009
Prepared For:
C&D Landfill, Inc.
Prepared By:
Wood Environment & Infrastructure Solutions, Inc.
Wood Project No.: 6480-19-9035
October 14, 2019
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October 14, 2019
Ms. Jackie Drummond, Hydrogeologist
North Carolina Department of Environmental Quality
Division of Waste Management, Solid Waste Section
2090 US Highway 70
Swannanoa, North Carolina 28778
Subject: C&D Landfill, Inc., Phases 1 and 2
Facility Permit Number 7407-CDLF-2001, 2009
Water Quality Monitoring Report
June 2019 Semiannual Sampling Event
Wood Project No.: 6480-19-9035
Dear Ms. Drummond:
On behalf of C&D Landfill, Inc., Wood Environment & Infrastructure Solutions, Inc. (Wood; formerly Amec Foster
Wheeler) is submitting the enclosed Water Quality Monitoring Report for the June 2019 semiannual monitoring
event. The monitoring event was performed between June 13 and 19, 2019. This sampling event included
analyzing groundwater samples from each of the active wells for Appendix II constituents, natural attenuation
parameters, and 1,4-dioxane.
This report provides details of the field activities, laboratory analyses, and presents conclusions and
recommendations based on current and historical data. The next semiannual monitoring event is scheduled for
December 2019.
Please call Sheri Knox at 919-381-9913 if you have any questions or comments.
Sincerely,
Wood Environment & Infrastructure Solutions, Inc.
Damian Hriciga, PG
Senior Geologist
Enclosed: Water Quality Monitoring Report
cc: Wayne Bell
David Garrett
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
Tel: [phone] / Fax: [phone]
www.woodplc.com
Licensure: NC Engineering F-1253 / NC Geology C-247
,:�4, �, /<�
Sheri Knox, PE, PMP
Associate Project Manager
0 0 0

Electronic Data - Email CD
Doc/Event #:
' 'NC DENR ' ' Environmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(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):
Wood Environment & Infrastructure Solutions, Inc
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Sheri Knox Phone: [phone]
E-mail: sheri.knox(a)woodplc.com
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or. 1600) October 20-24, 2006)
C&D Landfill, Inc. 802 Recycling Lane 7406-CDLF- .0500 June 12, 13, 18, 19, 2019
CDLF Phases 1&@ Greenville, NC 27834 2001, 2009
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring ❑ Detection Monitoring ❑X Assessment Monitoring ❑ Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑ Methane gas monitoring data
Groundwater monitoring data from private water supply wells Corrective action data (specify)
Leachate monitoring data ❑
Surface water monitoring data Other(specify)
Notification attached?
No. No groundwater or surface water standards were exceeded.
RX 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.
Damian Hricig$ Senior Geologist 919.381.9000
Facilityfteprese tiv Name (Print) Title
Signature Date
4021 Stirrup Creek Drive, Suite 100, Durham, NC 27703
Facility Representative Address
F-1253
NC PE Firm License Number (if applicable effective May 1, 2009)
(Area Code) Telephone N
Affix NC*1p
QCY
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Seal
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WATER QUALITY MONITORING REPORT
JUNE 2019
SEMIANNUAL SAMPLING EVENT
CONSTRUCTION AND DEMOLITION
DEBRIS LANDFILL, PITT COUNTY
FACILITY PERMIT NO. 7407-CDLF-2001, 2009
Prepared For:
C&D Landfill, Inc.
802 Recycling Lane
Greenville, North Carolina 27834
[phone]
Prepared By:
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
[phone]
Woodplc.com
Registered in North Carolina
Engineering and Land Surveying License No. F-1253
Wood Project No.: 6480-19-9035
Damian Hriciga, PG
Senior Geologist
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100
Durham, North Carolina 27703
Tel: [phone] / Fax: [phone]
www.woodplc.com
Licensure: NC Engineering F-1253 / NC Geology C-247
October 14, 2019
Sheri Knox, PE, PMP
Associate Project Manager
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Water Quality Monitoring Report
June 2019 Semiannual Sampling Event
Wood Project No. 6480-19-9035
Table of Contents
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1.0 INTRODUCTION...............................................................................................................1
2.0 GROUNDWATER AND SURFACE WATER MONITORING ACTIVITIES ..........................2
3.0 GROUNDWATER LEVELS AND FLOW.............................................................................3
4.0 GROUNDWATER AND SURFACE WATER ANALYTICAL RESULTS................................3
4.1 Volatile Organic Compounds (VOCs).................................................................3
4.2 Semi -Volatile Organic Compounds (SVOCs) and Pesticides .............................4
4.3 Metals...................................................................................................................4
4.4 Inorganics and other Constituents.....................................................................5
5.0 DISCUSSION OF CONTAMINANTS OF CONCERN.........................................................6
5.1.1 Volatile Organic Compounds...................................................................... 6
5.1.2 Appendix I and 11 Metals............................................................................. 7
6.0 CONCLUSIONS................................................................................................................7
TABLES
Table 1— Groundwater Level and Flow Data —June 2019
Table 2 — Summary of Field Parameters —June 2019
Table 3 — Summary of Groundwater Analytical Data — VOCs, SVOCs, and other Contaminants — June 2019
Table 4 — Summary of Surface Water Analytical Data — June 2019
Table 5 — Summary of Groundwater Analytical Data, Metals, Inorganics, and other Constituents — June 2019
Table 6 — Summary of Natural Attenuation Parameters — June 2019
FIGURES
Figure 1 — Site Location Map
Figure 2 — Monitoring Well and Surface Water Sampling Location Map
Figure 3 — Groundwater Elevation Map — June 2019
Figure 4 — Groundwater and Surface Water Standard Exceedance Map — June 2019
APPENDICES
Appendix A — Laboratory Analytical Reports
Appendix B — Historical Analytical Data and Groundwater Elevations
Appendix C — Mann -Kendall Trend Analyses
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Water Quality Monitoring Report
June 2019 Semiannual Sampling Event
Wood Project No. 6480-19-9035
1.0 INTRODUCTION
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C&D Landfill, Inc. owns and operates the Construction and Demolition Debris Landfill located at 802 Recycling
Lane, Greenville, Pitt County, North Carolina (Site; Figure 1). Phase 1 became operational in 2001 and Phase 2
became operational in 2009. The landfill is permitted by the North Carolina Department of Environmental Quality
(NCDEQ), Division of Waste Management (DWM), Solid Waste Section (SWS) under Permits 7407-CDLF-2001 and
7407-CDLF-2009. Groundwater and surface water monitoring have been performed at Phase 1 since May 2001,
and at Phase 2 since August 2009. Both phases are in the assessment stage of the Assessment and Corrective
Action Program for C&DLF Facilities and Units. An Assessment of Corrective Actions (ACM) Report was prepared
in October 2017 and monitoring data is currently being evaluated to select a corrective action.
This report presents the results of the first semiannual monitoring event for year 2019, and the fourth semiannual
analysis of parameters to evaluate monitored natural attenuation (MNA). Analytical data are compared to
Groundwater Protections Standards (GWPSs) and Surface Water Protections Standards (SWPSs). GWPSs are either
the 15A NCAC 02L .0202 Groundwater Standards (2L Groundwater Standards) or Interim Maximum Allowable
Concentrations (IMACs). SWPSs include the 15A NCAC 02B Water Quality Standards for Surface Water (2B Surface
Water Standards), North Carolina In -Stream Target Values for Surface Waters (Target Values) or EPA National
Recommended Water Quality Criteria for Aquatic Life & Human Health, as appropriate.
Phases 1 and 2 of the landfill are separated by a channelized central drainage feature that originates onsite and
predates either phase of the landfill. Phase 2 is located north of the drainage feature, while Phase 1 is located to
the south. Both phases are isolated from their surroundings by tributaries to Grindle Creek and wetlands. Permitting
studies have established the adjacent water bodies as on -site discharge points for the uppermost aquifer.
Downgradient areas consist of agricultural and wooded marshland leading to Grindle Creek and on to the Tar River.
Much of the downgradient area is beneath the 100-year flood level and is not anticipated to undergo development.
No groundwater users have been identified down gradient of the site. The groundwater in the uppermost aquifer
is intercepted by the surface streams within and just beyond the facility boundary. The October 2017 ACM Report
identified an Area of Concern (AOC) centered on the channelized drainage feature where volatile organic
compounds (VOCs) have been reported in groundwater samples. The AOC originates north of the drainage feature,
along the south side of Phase 2, and extends south from the drainage feature near MW-8 to the southwest corner
of Phase 1 near MW-3S. In 2014 and 2015, an Alternate Source Demonstration (ASD) was performed that focused
on the soils within and near the drainage feature, however, the results were inconclusive.
The groundwater monitoring network consists of 12 wells within Phase 1 and 10 wells within Phase 2. Within Phase
1 there is one upgradient, background well (MW-1S), eight downgradient compliance wells (MW-2S, MW-3S, MW-
4, MW-5, MW-6, MW-7, MW-3A, and MW-8), and three deeper wells (MW-1D, MW-2D, and MW-3D). Within Phase
2 there are three upgradient wells (MW-9A [background], MW-16, and MW-17), six down gradient compliance
(MW-10, MW-11, MW-12S, MW-13, MW-14S, and MW-15), and one deeper well (MW-14D). Well construction data
is summarized in Table 1 and well locations are illustrated in Figure 2.
Four surface water sampling locations have been defined at the Site (SW-1, SW-2, SW-3, and SW-4). Sampling
locations SW-1 and SW-2 monitor the tributary on the south side of Phase 1, which originates offsite to the east
with SW-1 monitoring background conditions. Sampling locations SW-3 and SW-4 monitor the tributary (itself
partially channelized) on the west side of Phase 2, which originates offsite to the north with SW-4 monitoring
background. The surface water sampling locations are illustrated in Figure 2.
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Water Quality Monitoring Report
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2.0 GROUNDWATER AND SURFACE WATER MONITORING ACTIVITIES
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Groundwater and surface water monitoring activities were conducted by Environment 1, Inc. (Environment 1) and
are summarized in this section as reported by Environment 1. Groundwater samples were collected from 22
groundwater monitoring wells and 4 surface water sampling locations between June 13 and 19, 2019. The sampling
event was conducted in accordance with the Sampling and Analysis Plan dated May 2008, the Groundwater
Assessment Work Plan dated June 2009, and the SWS Guidelines for Groundwater, Soil, and Surface Water Sampling.
Prior to sampling the monitoring wells, the wellheads were inspected and the depth to water in each was were
measured using an electronic water level meter. Depth to water measurements were recorded after a sufficient
time for water levels within the wells to have equilibrated with atmospheric pressure.
Groundwater was purged and sampled using a peristaltic pump and low -flow methodology. Temperature, pH,
dissolved oxygen, oxidation/reduction potential (ORP), and turbidity were measured and recorded. Surface water
samples were collected by direct submersion of sample containers into the streams at designated locations. Field
parameters measured during the collection of groundwater and surface water samples are summarized in Table 2.
Each sample was placed into laboratory -supplied sample bottles by a technician wearing new nitrile gloves. The
samples were preserved according to the requirements for the type of analysis, chilled, and returned to
Environment 1 in Greenville, North Carolina within the appropriate holding times under chain -of -custody protocols.
Environment 1 is a North Carolina certified water quality laboratory (Certification 10).
The laboratory analyzed each groundwater sample for the constituents listed in 40 CFR Part 258 Appendix II
(Appendix II), plus tetrahydrofuran. Additionally, each groundwater sample was analyzed for 1,4-dioxane in
accordance with the SWS May 29, 2018 memorandum. Each surface water sample was analyzed for the constituents
in 40 CFR Part 258 Appendix I (Appendix I), plus tetrahydrofuran.
In addition to the potential contaminants listed above, each groundwater sample was analyzed for parameters to
assess the potential of the aquifer to naturally attenuate contaminant concentrations. To obtain baseline values,
each sample was analyzed for the full suite of natural attenuation parameters per the MNA Excerpt from Examples
of Approved Groundwater Corrective Measures for Solid Waste Management Facilities. The parameters included:
• Carbon Dioxide
• Ethene
• Sulfate
• Nitrate
• Total Organic Carbon (TOC)
• Chemical Oxygen Demand (COD)
• Alkalinity
• Hardness
• Methane
• Ethane
• Sulfide
• Hydrogen*
• Biological Oxygen Demand (BOD)
• Total Dissolved Residue
• Volatile Fatty Acids
• Iron
*Samples from monitoring wells MW-6, MW-7, MW-8, and MW-12 could not be analyzed for hydrogen due to
frothing.
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3.0 GROUNDWATER LEVELS AND FLOW
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Depth to groundwater measurements were collected at 22 wells during the June 2019 monitoring event. Excepting
MW-4 where an anomalously low measurement was collected during the previous event, groundwater elevations
decreased from between 0.37 feet to 2.15 feet across the Site relative to those measured in December 2018. The
horizontal direction of groundwater flow was generally to the south-southeast and locally away from the landfill
phases, which is consistent with historical observations. Groundwater elevation contours are illustrated on Figure
3. Estimated values for hydraulic conductivity and porosity, as well as the horizontal hydraulic gradients and
groundwater flow velocities, are presented in Table 1.
The horizontal hydraulic gradients near MW-3A, MW-10, MW-11, and MW-12S were calculated based on data
from Figure 3 and vary from approximately 0.002 to 0.014 (ft/ft; Table 1). Comparison of elevation data at MW-2S
and MW-2D, and MW-3S and MW-3D indicated the presence of downward vertical gradients of -0.03 ft/ft, at both
well pairs. Vertical gradients at the site are typically downward.
4.0 GROUNDWATER AND SURFACE WATER ANALYTICAL RESULTS
Reported concentrations of groundwater constituents were compared to the 2L Groundwater Standards or IMACs.
Concentrations of surface water constituents were compared to the 2B Surface Water Standards or other applicable
water quality criteria for Class C surface waters. Reported concentrations that are greater than the laboratory
method detection limit (MDL), but less than the laboratory method reporting limit (MRL) are estimated and are
indicated with a "J" qualifier. Note that for tabulated data prior to the discontinuation of the Solid Waste Section
Limit (SWSL) in 2018, "J" qualified data indicates that a concentration was greater than the MDL, but less than the
SWSL. Contaminants are summarized below and discussed in Section 5 in context with historical data and natural
attenuation parameters as appropriate. The laboratory reports, with chain -of -custody documentation and the
electronic data deliverables (EDDs) are included in Appendix A. Historical analytical results for selected
contaminants are summarized in Appendix B.
4.1 Volatile Organic Compounds (VOCs)
Volatile organic compounds (VC)Cs) in groundwater samples reported at concentrations that exceeded their GWPSs
during the June 2019 monitoring event included benzene, vinyl chloride (VC), and 1,4-dioxane (Table 3 and Figure
4).
Reported benzene concentrations exceeded the 1 pg/L 2L Groundwater Standard in the samples from MW-8 (1.17
pg/L), MW-10 (2.26 pg/L), MW-11 (1.89 pg/L), and MW-12S (2.52 pg/L).
Reported VC concentrations exceeded the 0.03 pg/L 2L Groundwater Standard in the samples from MW-10 (1.77
pg/L), MW-11 (0.69 pg/L), MW-12S (3.33 pg/L), and MW-14S (0.13 J pg/L).
Reported 1,4-dioxane concentrations exceeded the 3 pg/L 2L Groundwater Standard in the samples from MW-2S
(11.9 pg/L), MW-3S (176 pg/L), MW-3A (66.9 pg/L ), MW-5 (74.2 pg/L), MW-6 (40.1 pg/L ), MW-7 (17 pg/L ), MW-
8 (94.7 pg/L ), MW-10 (10.7 pg/L), MW-11 (9.21 pg/L), and MW-12S (32.8 pg/L).
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Other VOCs that were reported in June 2019 at concentrations below their 2L Groundwater Standards included:
• Acetone
• 1,4-Dichlorobenzene
• Cis- 1,2-Dichloroethene
• Ethylbenzene
• Naphthalene
• 1,1-Dichloroethane
• 1,2-Dichloroethane
• 1,2-Dichloropropane
• Chloromethane
• Toluene
In addition to the VOCs noted above, tetrahydrofuran was reported in the samples from 20 wells at concentrations
ranging from a J-flagged estimated 0.5 J pg/L (MW-17) to 64.9 pg/L (MW-12S). Analysis for this constituent is
required because the VOC is a common constituent of groundwater at construction and debris landfills; however,
a GWPS has not been established for tetrahydrofuran.
In the surface water samples, toluene was reported at a concentration of 9.47 pg/L in the sample from location
SW-1, below the 11 pg/L 2B Standard (Table 4). Tetrahydrofuran was reported in each surface water sample at
concentrations ranging from 0.4 J pg/L (SW-4) to 1.14 pg/L (SW-3). No other VOCs were not reported in the surface
water samples collected during the July 2019 monitoring event.
4.2 Semi -Volatile Organic Compounds (SVOCs) and Pesticides
Based on the laboratory analytical report, concentrations of semi -volatile organic compounds (SVOCs) did not
exceed GWPSs in groundwater samples collected during the June 2019 monitoring event (Table 3 and Figure 4).
Estimated J-flagged concentrations of acenaphthene (8.1 J pg/L) and fluorene (5.31 J pg/L) that did not exceed
their 2L Groundwater Standards were reported in the sample from MW-3S. No other SVOC concentrations were
reported in the groundwater samples collected during the June 2019 monitoring event.
The 0.068 pg/L concentration of the pesticide Beta-BHC reported in the sample collected from MW-12S exceeded
the 0.02 pg/L IMAC (Table 3 and Figure 4). The pesticide Endrin aldehyde was reported in the samples from MW-
2S and MW-3A at concentrations below the 2L Groundwater Standard of 2 pg/L. No other pesticide concentrations
were reported in the groundwater samples collected during the June 2019 monitoring event.
4.3 Metals
Based on the laboratory analytical report, metals concentrations in groundwater samples that exceeded GWPSs
during the June 2019 monitoring event included antimony, arsenic, barium, cobalt, chromium, iron, manganese
and vanadium (Table 5). Concentrations that exceeded the GWPSs are summarized below.
• The antimony concentration reported in the sample from MW-12S (2.9 pg/L) exceeded the 1 pg/L 2L
Groundwater Standard.
• Arsenic concentrations reported in the samples from MW-3S (20 pg/L), MW-3A (11 pg/L), MW-6 (11 pg/L),
MW-8 (19 pg/L), and MW-12S (54 pg/L) exceeded the 10 pg/L 2L Groundwater Standard.
Barium concentrations reported in the samples from MW-6 (776 pg/L) and MW-12S (759 pg/L) exceeded
the 700 pg/L 2L Groundwater Standard.
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• Cobalt concentrations reported in the samples from MW-2S (1.3 pg/L), MW-3S
(2.9 pg/L), MW-3A (6 pg/L), MW-5 (4 pg/L), MW-6 (3.5 pg/L), MW-7 (8 pg/L), MW-8 (3.8 pg/L), MW-10 (1.9
pg/L), and MW-12S (3.2 pg/L) exceeded the 1 pg/L IMAC.
• Chromium concentrations reported in the samples from MW-3S (24 pg/L), MW-7 (14 pg/L), MW-8 (21
pg/L), MW-10 (19 pg/L) and MW-12S (55 pg/L) exceeded the 10 pg/L 2L Groundwater Standard.
• Iron concentrations reported in the samples from MW-1S (683 pg/L), MW-11D (2,960 pg/L), MW-2S (10,502
pg/L), MW-3S (26,669 pg/L), MW-3A (28,630 pg/L), MW-4 (5,330 pg/L), MW-5 (14,743 pg/L), MW-6 (21,195
pg/L), MW-7 (34,722 pg/L), MW-8 (41,130 pg/L), MW-9A (2,527 pg/L), MW-11 (19,952 pg/L), MW-12S
(2,164 pg/L), MW-13 (5,680 pg/L), MW-14S (8,173 pg/L), MW-15 (6,850 pg/L ), MW-16 (28,823 pg/L), and
MW-17 (2,619 pg/L) exceeded the 300 pg/L 2L Groundwater Standard.
• Manganese concentrations reported in the samples from MW-11D (207 pg/L), MW-2S (211 pg/L), MW-3S
(433 pg/L), MW-3A (790 pg/L), MW-4 (93 pg/L), MW-5 (442 pg/L), MW-6 (692 pg/L), MW-7 (365 pg/L),
MW-8 (1,041 pg/L), MW-9A (113 pg/L), MW-10 (158 pg/L) MW-11 (244 pg/L), MW-12S (511 pg/L), MW-
13 (59 pg/L), MW-14S (527 pg/L), MW-15 (97 pg/L ), MW-16 (173 pg/L), and MW-17 (149 pg/L) exceeded
the 50 pg/L 2L Groundwater Standard.
• Vanadium concentrations reported in the samples from MW-1S (1.5 pg/L), MW-2S (0.6 J pg/L), MW-3S (5.9
pg/L), MW-3A (2.5 pg/L), MW-4 (2.7 pg/L), MW-5 (2.8 pg/L), MW-6 (6.2 pg/L), MW-7 (2.9 pg/L), MW-8 (3.1
pg/L), MW-9A (0.54 J pg/L), MW-10 (9.5 pg/L), MW-11 (3.2 pg/L), MW-12S (40 pg/L), MW-13 (1.5 pg/L),
MW-14S (4.2 pg/L), MW-15 (5.7 pg/L ), MW-16 (11.9 pg/L), and MW-17 (2.9 pg/L) exceeded the 0.3 pg/L
IMAC.
Metals concentrations did not exceed their SWPSs in surface water samples collected during the June 2019
monitoring event (Table 4).
4.4 Inorganics and other Constituents
Inorganics and other groundwater constituents reported by the laboratory at concentrations that exceeded GWPSs
during the June 2019 monitoring event included chloride, sulfate, and total dissolved residue (TDR). Concentrations
that exceeded the GWPSs are summarized below.
The chloride concentration reported in the sample from MW-12S (260,000 pg/L) exceeded the 250,000
pg/L 2L Groundwater Standard.
• The sulfate concentrations reported in the samples from MW-2S (346,000 pg/L) and MW-16 (612,000 pg/L)
exceeded the 250,000 pg/L 2L Groundwater Standard.
• The total dissolved residue concentrations reported in the samples from MW-2S (882,000 pg/L), MW-3S
(2,000,000 pg/L), MW-3A (1,090,000 pg/L), MW-5 (1,450,000 pg/L)), MW-6 (1,630,000 pg/L), MW-7
(1,470,000 pg/L), MW-8 (2,160,000 pg/L), MW-10 (1,780,000 pg/L), MW-11 (902,000 pg/L), MW-12S
(2,150,000 pg/L), MW-14S (603,000 pg/L) and MW-16 (1,310,000 pg/L) exceeded the 500,000 pg/L 2L
Groundwater Standard.
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The laboratory reported a sulfide concentration of 849 J pg/L in the groundwater sample from MW-10. A GWPS
has not been established for sulfide. Inorganics concentrations in groundwater samples are summarized in Table
5.
5.0 DISCUSSION OF CONTAMINANTS OF CONCERN
Contaminants of concern identified in the 2017 ACM Report are discussed in the following sections with historical
context and in relation to natural attenuation parameters in the following sections. Mann -Kendall statistical analysis
was used to assess trends in selected VOC concentrations over time since November 2015. The Mann -Kendall
analysis documentation, which includes time versus concentration graphs, is provided in Appendix C.
5.1.1 Volatile Organic Compounds
Benzene has historically been reported in samples from wells MW-3A, MW-3S, MW-8, and MW-12S at
concentrations that exceed the 2L Groundwater Standard. Benzene has also been reported in samples from MW-
10 since May 2016 and MW-11 since December 2017. Mann -Kendall trend analysis of concentrations in samples
from MW-3A, MW-3S, MW-8, and MW-12S since November 2015 indicate that concentrations are probably
increasing in MW-125, stable at MW-3S, and MW-8, and that trends cannot be identified at MW-3A (i.e., similar to
stable). While reports of benzene in samples from MW-10 and MW-11 are a recent occurrence, Mann Kendall
analysis indicates that since benzene was first reported in the wells no trend is evident at MW-10 and
concentrations at MW-11 are stable. Data from these wells will continue to be evaluated to determine if the recently
reported concentrations are indicative of a long-term increasing trend. The Mann -Kendall analysis documentation
is provided in Appendix C.
Field measurements and natural attenuation parameters reported during the June 2019 monitoring event suggest
that groundwater conditions at wells where benzene is reported are somewhat reducing and not conducive to
aerobic biodegradation of benzene; however the absence of increasing concentration trends (with the possible
exception of MW-12S) suggests that benzene is naturally attenuating at these locations at a rate roughly equivalent
to the "input" of mass to the aquifer system.
Vinyl chloride (VC) concentrations that exceed the 2L Groundwater Standard have been reported consistently in
samples from MW-12S since 2012 and MW-10 since 2016. Mann -Kendall trend analysis indicates that VC
concentrations over the past three years are stable at MW-12S and a trend cannot be identified at MW-10. Sporadic
exceedances have also been reported in samples from MW-3A, MW-3S, MW-6, MW-7, and MW-8. VC was reported
in the samples from MW-11 and MW-14S for the first time in June 2019. The Mann -Kendall analysis documentation
is provided in Appendix C.
VC in groundwater is often the result of the reduction of larger chlorinated ethenes, such as trichloroethylene (TCE)
and cis-1,2-dichloroethylene (cis-1,2-DCE). Based on the historical presence of these compounds at the Site and
considering the reducing groundwater conditions observed, this reduction appears to be the source of VC at the
Site and is evidence of natural attenuation processes. The current absence of larger chlorinated ethenes in
groundwater samples and the lack of increasing VC concertation trends suggests that additional VC source mass
may not be present, and that the VC is attenuating naturally.
1,4-Dioxane concentrations exceeded the 2L Groundwater Standard in shallow samples from across the Site with
the exceptions of the wells on the western and northern sides of Phase 2. The highest concentrations were reported
in samples from MW-3S (176 pg/L) and MW-8 (94.7 pg/L) within the AOC. 1,4-dioxane was commonly used as
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Water Quality Monitoring Report
June 2019 Semiannual Sampling Event
Wood Project No. 6480-19-9035
wood.
stabilizer for other VOCs, but the compound can be found in a variety of household products and materials. The
June 2019 sampling event was second event in which samples were analyzed for 1,4-dioxane and reported
concentrations in groundwater were generally consistent with those reported in December 2018. However, a
minimum of four samples is necessary to estimate a trend. 1,4-dioxane was not reported in surface water samples
during either the December 2018 or July 2019 sampling events.
5.1.2 Appendix I and 11 Metals
Each of the metals discussed below occur naturally at the Site and are present in background samples. Changes in
the concentrations of these metals likely reflect changing groundwater conditions beneath the landfill and may
result from the reducing conditions indicated by field measurements and other natural attenuation parameters.
Arsenic has been reported in samples from each Site monitoring well and surface water sampling location,
including those monitoring background conditions. Concentrations exceeding the 2L Groundwater Standard have
been reported in MW-3S, MW-3A, MW-5, MW-6, MW-7, MW-8, and MW-12S. Currently, samples from MW-3S,
MW-3A, MW-6, MW-8, and MW-12S were reported to contain arsenic concentrations above its 2L Standard.
Barium has been reported in samples from each Site monitoring well and surface water sampling location,
including those monitoring background conditions. Concentrations exceeding the 2L Groundwater Standard have
been reported in MW-3S, MW-6, MW-7, and MW-12S. Currently, samples from MW-6 and MW-12S were reported
to contain barium concentrations above its 2L Standard.
Chromium has been reported in samples from each Site monitoring well and surface water sampling location,
including those monitoring background conditions. Historically, elevated chromium concentrations reported in
samples from several wells decreased over time to below the 2L Groundwater Standard. More recently, chromium
concentrations reported in samples from MW-3S, MW-5, MW-7, MW-8, MW-10, and MW-12S have exceeded the
2L Groundwater Standard. Currently, samples from MW-3S, MW-7, MW-8, MW-10, and MW-12S were reported to
contain chromium concentrations above its 2L Standard.
Cobalt has been reported in samples from each Site monitoring well and surface water sampling location, including
those monitoring background conditions. Reported cobalt concentrations typically exceed the IMAC in samples
from MW-2S, MW-3S, MW-3A, MW-5, MW-6, MW-7, MW-8, MW-12S, and MW-14S. Currently, samples from MW-
2S, MW-3S, MW-3A, MW-5, MW-6, MW-7, MW-8, MW-10, and MW-12S were reported to contain cobalt
concentrations above its 2L Standard.
Vanadium has been reported in samples from each Site monitoring well and surface water sampling location,
including those monitoring background conditions. Reported concentrations fluctuate over time and generally
exceed the low 0.3 pg/L IMAC; however, exceedances are less frequent in the deep wells. Higher concentrations
are reported in samples from MW-12S more consistently than in samples from other wells.
6.0 CONCLUSIONS
The VOC benzene and VC are consistently reported at concentrations exceeding their 2L Groundwater Standards
in samples from shallow site monitoring wells, particularly within and around the AOC; however, these
concentrations have generally been stable over recent years and appear to be attenuating naturally. Probably
increasing benzene concentrations at MW-12S may be one exception; however, concentrations remain within an
order of magnitude of the 2L Groundwater Standard. Recently reported benzene concentrations at MW-11 are
Page 7

Water Quality Monitoring Report
June 2019 Semiannual Sampling Event
Wood Project No. 6480-19-9035
wood.
currently stable and will continue to be evaluated to determine if they are indicative of a long-term increasing
trend. Groundwater samples have been analyzed for 1,4-dioxane using EPA Method 8260 SIM since December
2018 and reported concentrations have exceeded the 2L Groundwater Standard in wells along the southern sided
of Phase 2 and across Phase 1. VOC concentration trends in groundwater will continue to be monitored. Reported
VOC concentrations did not exceed SWPSs in surface water samples.
Various SVOC concentrations are reported sporadically in samples from shallow monitoring wells, but the
concentrations do not typically exceed GWPSs. SVOC concentration trends will continue to be monitored.
Concentrations of the pesticide Beta-BHC, and occasionally others, are reported sporadically in in samples from
shallow monitoring wells but the concentrations do not typically exceed GWPSs. The trends for these pesticides
will continue to be evaluated.
Several metals are reported in samples from shallow monitoring wells at concentrations that exceed their 2L
Groundwater Standards. These metals can occur naturally at the Site, and the elevated concentrations are likely
related to the moderately reducing groundwater conditions indicated by the natural attenuation monitoring.
Trends in groundwater conditions at the Site, and their effect on metals concentrations will continue to be
evaluated.
Groundwater and surface water monitoring will continue on a semi-annual schedule in accordance with the
Assessment and Corrective Action Program. Wood is currently in discussions with the SWS regarding selection of
corrective measures.
Page 8 0

Water Quality Monitoring Report
June 2019 Semiannual Sampling Event
Wood Project No. 6468-19-9035
TABLES
wood.

Table 1
Groundwater Level and Flow Data - June 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
Well ID
MW-is
(Well #1)
TOC
Elevation
(feet MSL)
20.91
Well Depth
(feet BGS)
13
Screened
Interval
(feet BGS)
3 - 13
Depth To
Water
(feet TOC)
8.11
Water Level
Elevation
(feet M S Q
12.80
MW-2S
(Well #2)
21.44
1
13
3 - 13
10.75
10.69
MW-3S
(Well #3)
23.02
18
8-18
11.90
11.12
MW-3A
21.93
20
5 -20
11.20
10.73
MW-4
18.42
13
3 - 13
6.80
11.62
MW-5
17.90
18
3 -18
6.00
11.90
MW-6
20.03
13
3 -13
9.42
10.61
MW-7
19.40
13
3 -13
8.75
10.65
MW-8
21.21
18
3 -18
9.50
11.71
MW-9A
20.58
20
5 -20
6.54
14.04
MW-10
16.61
20
5 -20
3.79
12.82
MW-11
14.49
20
5 -20
4.54
9.95
MW-12S
16.18
20
5 -20
4.72
11.46
MW-13
20.69
20
5 -20
8.48
12.21
MW-14S
16.60
20
15 -20
4.00
12.60
MW-15
19.67
20
15 -20
6.39
13.28
MW-16
NA
20
NA
7.51
NA
MW-17
20.74
20
15 -20
8.30
12.44
MW-14D
17.45
40
35 - 40
6.15
11.30
MW-1D
21.14
50
40 - 50
8.64
12.50
MW-2D
21.80
49
39 - 49
12.55
9.25
MW-3D
22.83
50
40 - 50
12.65
10.18
Page 1 of 2

Table 1
Groundwater Level and Flow Data - June 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
Water Level Reference Vertical Horizontal
Elevation Elevation Change Change K
I
Well ID (feet MSQ (feet MSQ (feet) (feet) ..
..
v
..
MW-3A 10.73 11 0.27 20 0.805 0.08
0.014
0.1358
MW-10
12.82 13 0.18 115 0.116
0.05
0.002
0.0036
MW-11
9.95 10 0.05 25 0.009
0.04
0.002
0.0005
MW-12S
11.46 12 1 0.54 85 1 0.322
10.06 1
0.006 1
0.0341
Notes:
Depth To Water was measured between June 13 and 19, 2019.
TOC = top of casing.
BGS = below ground surface
MSL = mean sea level
K - hydraulic conductivity. Values obtained from slug testing performed by EFM, Inc.
n - effective porosity. Values approximated based on grain size data from Phase II Design Hydrogeologic Report.
I - hydraulic gradient. Determined by dividing head change by horizontal distance to nearest contour line at each well location.
v - flow rate; GW flow rate calculated based on the modified Darcy equation: v = (K*I)/n.
Page 2 of 2

Table 2
Summary of Field Parameters - June 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
or Surface
Water Location
GWPS
'ield
6.5 - 8.5
Conductivity at
NE
Temperature
NE
TurbidityWell MIJKDissolved
NE
NE
NE
MW-1 S
6.5
532
19
3.96
102
970
MW-2S
6.5
1,311
20
2.50
40
870
MW-3S
6.8
3,782
21
6.40
-85
920
MW-3A
6.8
2,013
17
5.62
-12
990
MW-4
6.5
814
19
6.5
55
1,470
MW-5
6.6
2,266
21
7.8
46
2,420
MW-6
6.7
2,851
19
1.9
-70
1,800
MW-7
6.8
2,908
19
5.0
-112
1,450
MW-8
6.7
3,957
21
7.2
-105
1,560
MW-9A
6.7
556
23
7.67
122
670
MW-10
6.3
2,803
22
5.68
-158
3,410
MW-11
6.8
1,010
26
5.80
-52
620
MW-12S
6.6
4,190
26
6.28
-50
1,030
MW-13
6.2
516
24
8.44
15
1,220
MW-14S
6.6
310
22
24.5
54
MW-15
7.4
368
23
4.17
91
100
MW-16
6.6
1,851
23
7.73
46
MW-17
6.2
439
23
3.14
50
130
MW-14D
7.4
524
23
1.10
81
MW-1 D
7.2
403
18
5.88
80
3,760
MW-21D
8.0
456
19
3.04
61
640
MW-31D
7.9
567
18
2.33
91
1,260
SWPS
6-9
NE
NE
50
NE
NE
SW-1
6.5
356
20
213
NS
NS
SW-2
6.9
314
21
6.2
NS
NS
SW-3
6.6
362
23
17
NS
NS
SW-4
6.6
143
24
24
NS
NS
NOTES:
Groundwater samples were collected between June 13 - 19, 2019.
GWPS = Groundwater Protection Standard: NCAC Title 15A Subchapter 2L Groundwater Standards or
Interim Maximum Allowable Concentration (IMAC)
Surface Water Standard = North Carolina 15A NCAC 02B Water Quality Standards for Surface Waters, EPA Nationally
Recommended Water Quality Criteria for Aquatic Life & Human Life, or North Carolina Protective Values for Surface Waters
Bold font indicates concentration exceeds GWPS.
NE = Not Established.
S.U. = Standard Units.
PS/cm = microsiemens per centimeter.
NTU = Nephelometric Turbidity Units.
Pagc 1 of 1

Table 3
Summary of Groundwater Analytical Data
VOCs, SVOCs, and other Contaminants - June 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
Analyte . .
-J�
it Parameter IL
Acetone
GWPS
6,000
qW ��hase
(Well #1) (Well #2) (Well #3) MW-3A MW-4
9.06 U 9.06 U 9.0r- " 9.06 U 9.06 U
1 Monitoring Wle���
MW-5 MW-6 MW-7
9.06 U 9.06 U 9.06 U
MW-8
9.06 U
MW-113
9.06 U
MW-213
9.06 U
MW-313
9.06 U
Benzene
1
0.24 U
0.24 U
0.89 J
1.00
0.30 J
0.24 U
0.24 U
0.31 J
1.17
0.24 U
0.24 U
0.24 U
1,4-Dichlorobenzene
6
0.39 U
0.39 U
0.39 U
0.39 U
0.39 U
0.39 U
0.39 U
0.39 U
0.39 U
0.39 U
0.39 U
0.39 U
1,1-Dichloroethane
6
0.2U
0.2U
0.2U
0.2U
0.2U
0.2U
0.2U
0.2U
0.2U
0.2U
0.2U
0.2U
1,2-Dichloroethane
0.4
0.02 b
0.02 U
0.11 J
0.13 J
0.02 J
0.07 J
0.02 J
0.02 J
0.06 J
0.02 U
0.02 U
0.02 U
Cis-1,2-Dichloroethene
70
0.25 U
0.25 U
0.25 U
0.25 U
0.25 U
0.25 U
0.25 U
0.25 U
0.25 U
0.25 U
0.25 U
0.25 U
VOCs
1,2-Dichloropropane
0.6
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
(Ng/L)
Ethylbenzene
600
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
Chloromethane
3
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
1.97 J
Naphthalene
6
0.47 U
0.47 U
0.47 U
0.47 U
0.47 U
0.47 U
1.34 J
0.47 U
0.47 U
0.47 U
0.47 U
0.47 U
Toluene
600
0.23 U
0.23 U
0.23 U
0.23 U
0.23 U
0.23 U
0.23 U
0.23 U
0.23 U
1.09
0.23 U
0.23 U
Vinyl chloride
0.03
0.12U
0.12U
0.12U
0.12U
0.12U
0.12U
0.12U
0.12U
0.12U
0.12U
0.12U
0.12U
Tetrahydrofuran
NE
0.62 J
3.94
26.60
8.44
2.44
6.80
14.40
27.00
28.10
43.30
0.51 J
0.52 J
1,4-Dioxane
3
2.71 U
11.90
176.00
66.90
2.71 U
74.20
40.10
17.00
94.70
2.71 U
2.71 U
2.71 U
SVOCs
Acenaphthene
80
2.66 U
2.66 U
8.1 J
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
(Ng/L)
Fluorene
300
2.95 U
2.95 U
5.31 J
2.95 U
2.95 U
2.95 U
2.95 U
2.95 U
2.95 U
2.95 U
2.95 U
2.95 U
Pesticides
Beta-BHC*
0.02
0.031 U
0.031 U
0.031 U
0.031 U
0.031 U
0.031 U
0.031 U
0.031 U
0.031 U
0.031 U
0.031 U
0.031 U
(Ng/L)
Endrin Aldehyde
2
0.068 U
0.079 J
0.068 U
0.069 J
0.068 U
0.068 U
0.068 U
0.068 U
0.068 U
0.068 U
0.068 U
0.068 U
Page 1 of 3

Table 3
Summary of Groundwater Analytical Data
VOCs, SVOCs, and other Contaminants - June 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
rAnalyte . .Parameter
I
•�
VOCs
(pg/L)
Acetone
6,000
T 9.06 U
9.06 U
9.06 U
12.60 J
9.06 U
9.06 U
9.06 U
9.06 U
9.06 U
9.06 U
Benzene
1
0.24 U
2.26
1.89
2.S2
0.24 U
0.24 U
0.24 U
0.24 U
0.24 U
0.24 U
1,4-Dichlorobenzene
6
0.39 U
0.39 U
0.39 U
0.57 J
0.39 U
0.39 U
0.39 U
0.39 U
0.39 U
0.39 U
1,1-Dichloroethane
6
0.2 U
0.40 J
0.2 U
0.2 U
0.2 U
0.2 U
0.2 U
0.2 U
0.2 U
0.2 U
1,2-Dichloroethane
0.4
0.02 U
0.40
0.18 J
0.19 J
0.02 U
0.02 U
0.02 U
0.04 J
0.02 U
0.02 U
Cis-1,2-Dichloroethene
70
0.25 U
0.35 J
0.25 U
0.40 J
0.25 U
0.25 U
0.25 U
0.25 U
0.25 U
0.25 U
1,2-Dichloropropane
0.6
0.04 U
0.26
0.08 J
0.11 J
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
Ethylbenzene
600
0.21 U
0.36 J
0.21 U
0.22 J
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
0.21 U
Chloromethane
3
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
0.77 U
Naphthalene
6
0.47 U
1.14 J
0.47 U
0.94 J
0.47 U
0.47 U
0.47 U
0.47 U
0.47 U
0.47 U
Toluene
600
0.23 U
0.23 U
0.23 U
0.46 J
0.23 U
0.23 U
0.23 U
0.23 U
0.23 U
0.23 U
Vinyl chloride
0.03
0.12 U
1.77
0.69
3.33
0.12 U
0.13 J
0.12 U
0.12 U
0.12 U
0.12 U
Tetrahydrofuran
NE
0.67 J
29.00
17.30
64.90
1.47
0.81 J
0.39 U
0.59 J
0.50 J
0.39 U
1,4-Dioxane
3
2.71 U
10.70
9.21
32.80
2.71 U
2.71 U
2.71 U
2.71 U
2.71 U
2.71 U
SVOCs (pg/L)
Acenaphthene
80
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
Fluorene
300
2.95 U
2.95 U
2.95 U
2.95 U
2.95 U
2.95 U
2.95 U
2.95 U
2.95 U
2.95 U
Pesticides (pg/L)
Beta-BHC*
0.02
0.031 U
0.031 U
0.031 U
0.068
0.031 U
0.031 U
0.031 U
0.031 U
0.031 U
0.031 U
Endrin Aldehyde
2
0.068 U
0.068 U
0.068 U
0.068 U
0.068 U
0.068 U
0.068 U
0.068 U
0.068 U
0.068 U
Page 2 of 3

Table 3
Summary of Groundwater Analytical Data
VOCs, SVOCs, and other Contaminants - June 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
NOTES:
Table 3 lists analytes detected in the groundwater samples. Please refer to Environment 1, Incorporated laboratory analysis report for further details.
Groundwater samples were collected between June 13 - 19, 2019.
GWPS = Groundwater Protection Standard: NCAC Title 15A Subchapter 2L Groundwater Standards or Interim Maximum Allowable Concentration (IMAC)
J indicates the reported result is estimated between the laboratry method detection limit and reporting limit.
U indicates analyte not detected at indicated method detection limit.
pg/L = micrograms per liter.
ND = Not Detected. NE = Not Established.
Bold font indicates concentration exceeds 2L Standard or IMAC.
* indicates associates GWPS is an IMAC
Page 3 of 3

Table 4
Summary of Surface Water Analytical Data - June 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
Surface Sample LocajjjjjjNNjj&1ytiical Res
Parameter Water
Metals
(Ng/L)
Antimony
640
0.05 J
0.05 J
0.07 J
0.08 J
Arsenic
10
1.5 J
0.95 J
1.9 J
1.1 J
Barium
21,000
76.7
78.2
121
71.5
Beryllium
6.5
0.20 J
0.08 J
0.12 J
0.12 J
Cadmium
2
0.05 J
0.02 J
0.03 J
0.02 U
Cobalt
4
0.56 J
0.33 J
0.67 J
0.36 J
Chromium
50
5.1
0.74 J
1.7 J
0.72 J
Copper
7
2.2 J
0.62 J
0.96 J
1.1 J
Lead
25
3.9 J
0.63 J
2.5 J
1.1 J
Nickel
88
1.8 J
0.88 J
1.6 J
0.81 J
Selenium
5
0.87 J
0.45 J
0.65 J
0.38 J
Silver
0.06
0.05 U
0.05 U
0.05 U
Thallium
0.47
0.05 U
0.05 U
0.05 U
Vanadium
NE
9.4
0.92 J
2.4
3.1
Zinc
50
13
5.0 J
8.2 J
4.8 J
VOCs
(Ng/L)
Toluene
11
9.47
0.23 U
0.23 U
0.23 U
Tetrahydrofuran
NE
0.73 J
1.10
1.14
0.40 J
NOTES:
Table 4 lists detected compounds in the surface water. Please refer to Environment 1, Incorporated laboratory report for further details.
Surface water samples were collected on June 13, 2019.
Surface Water Standard = North Carolina 15A NCAC 02B Water Quality Standards for Surface Waters, EPA Nationally
Recommended Water Quality Criteria for Aquatic Life & Human Life, or North Carolina Protective Values for Surface Waters
J indicates the reported result is estimated between the laboratry method detection limit and reporting limit.
U = indicates analyte not detected at indicated method detection limit.
pg/L = micrograms per liter.
NE = Not Established.
Bold font indicates analyte detection above the Surface Water Standard.
Page 1 of 1

Table 5
Summary of Groundwater Analytical Data
Metals, Inorganics, and other Constituents
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
June 2019
Analyte Group
Antimony*
1
0.67 J
0.09 1
0.17 J
0.14 J
0.06 J
Phase 1 Monitoring Wells
0.26 J 0.15 J
0.1 J
0.24 J
0.04 J
0.03 1
0.04 J
Arsenic
10
0.68 J
5.3
20
11
1.5 J
7
11
9
19
1.5 J
0.06 J
0.27 J
Barium
700
31.3
94.7
502
238
167
280
776
524
608
28.1
15.2
9.2 J
Beryllium*
4
0.05 U
0.05 J
0.06 J
0.06 J
0.13 J
0.09 J
0.07 J
0.06 J
0.08 J
0.05 U
0.05 U
0.05 U
Cadmium
2
0.07 J
0.06 J
0.02 U
0.02 U
0.07 J
0.14 J
0.13 J
0.02 U
0.02 U
0.02 U
0.02 U
0.02 U
Cobalt*
1
0.18 J
1.3
2.9
6
0.57 J
4
3.5
8
3.8
0.07 J
0.09 J
0.03 J
Chromium
10
0.37 J
2 J
24
9.3
3.8 J
7.5
7.1
14
21
0.15 U
0.15 U
0.15 U
Copper
1,000
3.1 J
0.56 J
2.2 J
1 J
0.39 J
1.1 J
0.98 J
2 J
2 J
1 J
0.61 J
0.73 J
Iron
300
683
10,502
26,669
28,630
5,330
14,743
21,195
34,722
41,130
2,960
145
98
Metals
Lead
15
0.6 J
0.04 J
0.03 U
0.03 U
0.05 J
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
(pg/L)
Manganese
50
7.5 J
211
433
790
93
442
692
365
1,041
207
8.2 J
0.33 J
Mercury
1
0.06 J
0.08 J
0.13 J
0.05 U
0.1 J
0.1 J
0.16 J
0.05 J
0.08 J
0.12 J
0.07 J
0.06 J
Nickel
100
2.4J
3.91
5.6J
4.9J
1.91
7.9J
6.2J
4.9J
7.1 J
0.72J
1.1 J
0.55J
Selenium
20
0.7J
1.7J
14
4J
1.1 J
3.8J
4J
5.6J
8.4J
0.29J
0.15 U
0.66J
Silver
20
0.05 U
0.05 U
0.05 U
0.05 U
0.07 J
0.05 U
0.05 U
0.06 J
0.05 U
0.05 U
0.06 J
0.05 U
Thallium
0.2
0.14 J
0.05 U
0.05 U
0.05 U
0.16 J
0.13 J
0.05 U
0.05 U
0.05 U
0.05 U
0.1 J
0.05 U
Tin
2,000
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
Vanadium
0.3
1.5
0.6 J
5.9
2.5
2.7
2.8
6.2
2.9
3.1
0.03 U
0.03 U
0.03 U
Zinc
1,000
2.3J
2.3J
2.8J
3.1 J
3.5J
4.7J
2.2J
5.6J
2.9J
3.8J
4.7J
2.1 J
Chloride
250,000
11,000
52,000
229,000
84,000
20,000
78,000
89,000
95,000
176,000
13,000
12,000
21,000
Inorganics
Sulfide
NE
100 U
100 U
100 U
100 U
100 U
100 U
100 U
100 U
100 U
100 U
100 U
100 U
and other
Sulfate
250,000
110,000
346,000
98,400
105,000
49,900
241,000
5,300
8,600
186,000
13,300
34,000
8,600
Constituents
Alkalinity (CaCO3)
NE
165,000
280,000
1,610,000
810,000
342,000
912,000
1,500,000
1,360,000
1,620,000
171,000
182,000
236,000
Total Dissolved Residue (TDR)
500,000
408,000
882,000
2,000,000
1,090,000
448,000
1,450,000
1,630,000
1,470,000
2,160,000
213,000
264,000
309,000
Page 1 of 3

Table 5
Summary of Groundwater Analytical Data
Metals, Inorganics, and other Constituents
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
June 2019
Analyte Group
Parameter
Antimony*
GWPS
1
MW-9A
0.03 U
0.21 J
0.03 J
2.9
Phase 2 Monitoring Wells
0.1 J 0.06 J
0.04 J
0.46 J
0.03 U
0.04 J
Arsenic
10
0.42 U
9
5.5
54
2.3 J
2.2 J
1.6 J
5
1.1 J
0.18 J
Barium
700
47.7
321
72.2
759
45.8
98.9
109
418
39
10.1
Beryllium*
4
0.05 U
0.12 J
0.22 J
0.08 J
0.06 J
0.07 J
0.11 J
0.16 J
0.05 U
0.05 U
Cadmium
2
0.02 U
0.11 J
0.12 J
0.02 U
0.05 J
0.05 J
0.07 J
0.13 J
0.04 J
0.05 J
Cobalt*
1
0.11 J
1.9
0.9 J
3.2
0.75 J
0.69 J
0.26 J
0.94 J
0.2 J
0.05 J
Chromium
10
0.15 U
19
0.77 J
55
0.3 J
2 J
0.46 J
2.9 J
0.18 J
0.15 U
Copper
1,000
0.84 J
0.8 J
0.31 J
2.5 J
0.56 J
0.92 J
0.4 J
1.4 J
0.17 J
0.94 J
Iron
300
2,527
151
19,952
2,164
5,680
8,173
6,850
28,823
2,619
4.96 U
Metals
Lead
15
0.03 U
0.03 U
0.03 U
0.03 U
0.11 J
0.72 J
0.03 U
0.71 J
0.03 U
0.03 U
(Ng/L)
Manganese
50
113
158
244
511
59
527
97
173
149
0.7 J
Mercury
1
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
Nickel
100
1.7J
9.3J
3.8J
9.1 J
2.2J
4J
1.3J
7J
1.4J
1.81
Selenium
20
0.35 J
4.1 J
1.2 J
1 J
0.73 J
1.1 J
0.51 J
4.3 J
0.68 J
0.35 J
Silver
20
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
Thallium
0.2
0.05 U
0.18 J
0.05 U
0.07 J
0.12 J
0.05 J
0.05 U
0.09 J
0.06 J
0.05 U
Tin
2,000
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
Vanadium
0.3
0.54 J
9.5
3.2
40
1.5
4.2
5.7
11.9
2.9
0.03 U
Zinc
1,000
4.2J
2.7J
6J
4.4J
4.7J
6.2J
5.1 J
5J
3J
9.7J
Chloride
250,000
11,000
77,000
36,000
260,000
14,000
20,000
10,000
75,000
9,000
14,000
Inorganics
Sulfide
NE
100 U
849 J
100 U
100 U
100 U
100 U
100 U
100 U
100 U
100 U
and other
Sulfate
250,000
105,000
171,000
204,000
111,000
7,100
13,100
103,000
612,000
174,000
6,000
Constituents
Alkalinity (CaCO3)
NE
196,000
1,340,000
528,000
1,730,000
232,000
520,000
49,000
240,000
71,000
248,000
Total Dissolved Residue (TDR)
500,000
366,000
1 1,780,000
1 902,000
1 2,150,000
409,000
603,000
233,000
1,310,000
413,000
296,000
Page 2 of 3

Table 5
Summary of Groundwater Analytical Data
Metals, Inorganics, and other Constituents
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
June 2019
NOTES:
Table 5 lists analytes detected in the groundwater samples. Please refer to Environment 1, Incorporated laboratory analysis report for further details.
Groundwater samples were collected between June 13 - 19, 2019.
GWPS = Groundwater Protection Standard: NCAC Title 15A Subchapter 2L Groundwater Standards or Interim Maximum Allowable Concentration (IMAC)
J indicates the reported result is estimated between the laboratry method detection limit and reporting limit.
U indicates analyte not detected at indicated method detection limit.
pg/L = micrograms per liter.
ND = Not Detected. NE = Not Established.
Bold font indicates concentration exceeds 2L Standard or IMAC.
* indicates associates GWPS is an IMAC
Page 3 of 3

Table 6
Summary of Natural Attenuation Parameters - June 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
Analyte Group
Parameter
Carbon Dioxide
GWPS
NE
(Well #1)
68,000
(Well #2)
121,000
(Well #3)
3,000,000
240,000
Phase I Monitoring Wells
130,000 299,000 304,000 342,000
389,000
13,000
6,000
6,000
Dissolved
Ethane
NE
0.006 Udn
0.018 n
0.069 n
0.24 n
0.038 n
0.15 n
0.039 Jn
0.043 Jn
0.23 n
0.53 n
0.0046 Jn
0.0061 Jn
Gasses
(Ng/L;
Ethene
NE
0.010 Udn
0.005 Un
0.005 Un
0.012 n
0.0097 Jn
0.005 Un
0.065 Jn
0.049 Jn
0.068 Jn
0.005 Un
0.005 Un
0.005 Un
unless
noted)
Methane
NE
27 do
430 n
440 n
1,100 n
1,900 n
960 n
2,400 n
1,800 n
3,000 n
4,300 n
12 n
9.7 n
Hydrogen (nM)
NE
1.5 Udn
1.1 n
1.2 n
1 n
0.86 Jn
0.98 Jn
NS
NS
5.5 n
1 n
0.91 Jn
Acetic Acid
5,000*
33 J
55 J
28 U
280 U
58 J
280 U
280 U
290 J
280 U
230
42 J
47 J
Butyric Acid
NE
11 U
98 J
11 U
370 J
24 J
230 J
380 J
330 J
980 J
11 U
11 U
11 U
Hexanoic Acid
NE
10 U
10 U
1101
160 J
10 U
160 J
210 J
100 U
1101
10 U
10 U
10 U
i-Hexanoic Acid
NE
29 U
29 U
29 U
290 U
29 U
290 U
290 U
290 U
290 U
29 U
29 U
29 U
Fatty Acids
iNgAc
i-Pentanoic Acid
NE
6 U
6 U
6 U
60 U
6 U
60 U
60 U
60 U
60 U
6 U
6 U
6 U
Lactic Acid
NE
43 U
43 U
43 U
430 U
43 U
430 U
430 U
430 U
430 U
43 U
43 U
43 U
Pentanoic Acid
NE
7 U
7 U
36 J
70 U
7 U
70 U
70 U
70 U
79 J
7 U
7 U
7 U
Propionic Acid
NE
4U
4U
4U
40U
4U
40U
40U
40U
40U
25J
4U
4U
Pyruvic Acid
NE
5 U
5 U
48 J
50 U
5 U
50 U
50 U
50 U
64 J
5 U
5 U
5 U
Nitrate (as N)
10,000
170
100
9 U
9 U
D U
9 U
190
2,710
170
9 U
110
350
Biological Oxygen Demand
(BOD)
NE
2000 U
2000 U
7,500
2000 U
2000 U
3,100
4,100
7,600
13,000
2,000
2000 U
2000 U
Other Natural
Attenuation
Chemical Oxygen Demand
(COD)
NE
36,000
67,000
423,000
198,000
67,000
148,000
294,000
291,000
432,000
28,000
840 U
840 U
Parameters
Alkalinity (CaCO3)
NE
165,000
280,000
1,610,000
810,000
342,000
912,000
1,500,000
1,360,000
1,620,000
171,000
182,000
236,000
Iron (Ferrous)
NE
371
8,136
24,655
27,430
3,957
7,394
20,872
27,011
39,673
2,258
50 U
50 U
Total Organic Carbon (TOC)
NE
13,000
26,080
164,600
75,200
27,480
50,360
108,500
104,800
275,800
7,140
2,240
2,420
Total Hardness
NE
1 316
548
1 856
596
268
896
1,020
720
1 1,032
140
164
92
Page 1 of 3

Table 6
Summary of Natural Attenuation Parameters - June 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
re Group
Parameter
Carbon Dioxide
GWPS
NE
•A
48,000
408,000
246,000
Phase 11 Monitoring Wells
151,000 462,000 306,000
66,000
332,000
80,000
14,000
Dissolved
Ethane
NE
0.076 n
0.04 n
0.0078 Jn
0.17 n
0.0066 Jn
0.039 n
0.0079 Jn
0.01 n
0.022 n
0.009 Jn
Gasses
(Ng/L;
Ethene
NE
0.005 Un
0.19 n
0.058 n
0.5 n
0.027 n
0.1 n
0.005 Un
0.022 n
0.005 Un
0.0064 Jn
unless
noted)
Methane
NE
92 n
3,900 n
130 n
4,600 n
190 n
3,000 n
200 n
660 n
160 n
12 n
Hydrogen (nM)
NE
0.82 Jn
1.1 n
1.2 n
NS
1.5 n
0.84 Jn
0.98 Jn
1.2 n
1.1 n
0.9 Jn
Acetic Acid
5,000'
31 J
28 U
63 J
730 J
52 J
44 J
40 J
74 J
46 J
45 J
Butyric Acid
NE
11 U
240
55 J
1,100
11 U
11 U
11 U
70 J
11 U
11 U
Hexanoic Acid
NE
10 U
10 U
76 J
100 U
14 J
10 U
10 U
10 U
10 U
10 U
i-Hexanoic Acid
NE
29 U
29 U
29 U
290 U
29 U
29 U
29 U
29 U
29 U
29 U
Fatty Acids
(NgAc)
i-Pentanoic Acid
NE
6 U
6 U
6 U
60 U
6 U
6 U
6 U
6 U
6 U
6 U
Lactic Acid
NE
43 U
43 U
43 L
430 U
70 J
43 U
43 U
43 U
43 U
43 U
Pentanoic Acid
NE
7 U
7 U
9.9 J
180 J
7 U
7 U
7 U
7 U
7 U
7 U
Propionic Acid
NE
4 U
4 U
40 U
4 U
4 U
4 U
4.2 J
4 U
4 U
Pyruvic Acid
NE
5 U
5 U
17 J
50 U
14 J
15 J
5 U
5.8 J
5 U
5 U
Nitrate (as N)
10,000
9 U
9 U
9 U
U
460
9 U
9 U
9 U
9 U
240
Biological Oxygen Demand
(BOD)
NE
2000 U
11,000
2000 U
8,500
2000 U
3,100
2000 U
4,000
2000 U
2000 U
Other Natural
Attenuation
Chemical Oxygen Demand
(COD)
NE
22,000
276,000
67,000
620,000
55,000
96,000
39,000
141,000
43,000
840 U
Parameters
Alkalinity (CaCO3)
NE
196,000
1,340,000
528,000
1,730,000
232,000
520,000
49,000
240,000
71,000
248,000
Iron (Ferrous)
NE
2,394
50 U
19,045
1,887
5,026
5,629
5,962
25,400
2,511
Total Organic Carbon (TOC)
NE
4,960
106,300
26,760
220,000
22,320
29,760
15,260
76,400
18,320
2,680
Total Hardness
NE
267
1,120
659
749
263
353
114
713
302
161
Page 2 of 3

Table 6
Summary of Natural Attenuation Parameters - June 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
NOTES:
Table 3 lists analytes detected in the groundwater samples. Please refer to Environment 1, Incorporated laboratory analysis report for further details.
Groundwater samples were collected between June 13 - 19, 2019.
GWPS = Groundwater Protection Standard: NCAC Title 15A Subchapter 2L Groundwater Standards or Interim Maximum Allowable Concentration (IMAC)
J indicates the reported result is estimated between the laboratry method detection limit and reporting limit.
U indicates analyte not detected at indicated method detection limit.
pg/L = micrograms per liter.
ND = Not Detected. NE = Not Established.
Bold font indicates concentration exceeds 2L Standard or IMAC.
* indicates associates GWPS is an IMAC
nM = nanomoles
INS = Not sampled
n = The Laboratory does not hold NELAP/TNI accreditation for this method or analyte.
d = The analyte concentration was determined from a dilution.
Page 3 of 3

Water Quality Monitoring Report
June 2019 Semiannual Sampling Event
Wood Project No. 6468-19-9035
FIGURES
wood.

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Copyright:.© 2013 National Geographic Society, i-cubed
SITE: TITLE: Figure
C8YD Landfill 9
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GREENVILLE, NC 27834
SITE LOCATION MAP
CLIENT:
W
0 0 w
C8YD LANDFILL INC.
SCALE: 1 "=2,00 bATE: 05/01/2019 PROJECT: 6480199035
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100 DRAWN BY: D. Hriciga CHECKED BY: S. Knox
Durham, NC 27703
[phone] LOCATION: 56548 142—P R\Figures C DENR DSCA\DSCA Projects\DC640004 - CleanCleanDrycleaners\
565480142_PAR\Figures

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802 RECYCLING LANE
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SURFACE WATER SAMPLING LOCATION MAP
CLIENT: ^
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C&D LANDFILL INC.
SCALE: 1 " = 200 ' DATE: 05/01 /2019 PROJECT: 6480199035
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100 DRAWN BY: D. Hriciga CHECKED BY: S. Knox
Durham, NC 27703
[phone] LOCATION: PAGovernment\State\NC\NC DENR DSCA\DSCA Projects\DC640004 - CleanCleanDrycleaners\
565480142_PAR\Figures

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Notes:
Metals and inorganic constituent concentrations in excess of standards are not illustrated.
Units are micrograms per liter (Ng/L).
BRL = Contaminant concentrations were below reporting limits.
NE = No exceedances of applicable groundwater or surface water standards were reported.
NS = Not Sampled
J = Estimated value below the laboratory reporting limit
►� MW-17
NE
SW-4
NE
et
\ I A 6
MW-14D
BRL
MW-13
NE
MW-12S
i* Benzene 2.52
Vinyl Chloride 3.33
1,4-Dioxane 32.8
Beta-BHC 0.068
' 01 !" •�
_ MW-15
S7
NE
Mt
-14S
Vinyl Chloride 0.13 J
MW-10
Benzene 2.26
Vinyl Chloride 1.77
1,4-Dioxane 10.7
Phase 2
MW-11
Benzene 1.89
Vinyl Chloride 0.69
1,4-Dioxane 9.21 e_n
r
"�49
MW-3D
NE
MW-3S
1,4-Dioxane 176
MW-3A LA
1,4-Dioxane 66.9
`` +�
, 4 r'.
MW-8
Benzene 1.17 '
1,4-Dioxane 94.7
Phase 1
N
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{
A",
is—
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MW �. MW-4
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SW-1
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1,4-Dioxane 17
MW-6 s 1•
1,4-Dioxane 40.1
MW-2S
J. 1,4-Dioxane 11.9 a
Legend
® Surface Water Sampling Location r
• Shallow Monitoring Well
Deep Monitoring Well SW-2
NE 0 200 400
- Approximate Stream Location`' #' 1 Feet
Site Boundary Source: Esri, DigitalGl ' = oEye, Earthstar Geographics, CNES/Airbus DS, SDA, G
AeroGRID, IGN, and th -T ser Community
SITE: Figure
TITLE: FI
C&D Landfill 9
802 RECYCLING LANE GREENVILLE, NC 27834 GROUNDWATER AND SURFACE WATER
STANDARD EXCEEDANCE MAP - JUNE 2019
CLIENT: w
wood*C&D LANDFILL INC. SCALE: 1 " = 20EHa
4/24/2019 PROJECT: 6480199035
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100 DRAWN BY: CHECKED BY: D.Hriciga
Durham, NC 27703
[phone] LOCATION: 56548 142Prt RTig\NC\NC DENR DSCA\DSCA Projects\DC640004 - CleanCleanDrycleaners\
565480142_PAR\Figures
MW-5
1,4-Dioxane 74.2

Water Quality Monitoring Report
June 2019 Semiannual Sampling Event
Wood Project No. 6468-19-9035
Appendix A
Laboratory Analytical Reports
wood.

Drinking Water ID; 37715
waehemwhur Tn, 1n
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
ID#: 6003
JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE DATE COLLECTED: 06/13/19
4021 STIRRUP CREEK DR. STE 100 DATE REPORTED : 08/08/19
DURHAM ,NC 27703
REVIEWED BY: 14
MW-4 MW-5 MW-6 MW-7 MW-8 Analysis Method
PARAMETERS MDL MRL Date Analyst Code
PH (field measuremenO , Units
6.5
6.6
6.7
6.8
6.7
06/13/19
BF
4500HP-11
BOD, mg/l
2,0
2.0
--- U
7.6
06/14/19
JTH
521OR-11
BOD, mg/l
2.0
2.0
3.1
4.1
13
06/13/19
TCW
5210E-11
COD, mg/l
0.840
20.0
67
148
294
291
432
06/1B/19
SEJ
HB000-79
Nitrate Nitrogen as N, mg/1
0.009
0.04
--- U
--- U
0.19
2.71
0.17
o6/14/19
DTL
353.2 R2-9
Total Organic Carbon, mg/l
0.129
1,0
27.48
50.36
108,5
104.8
275.8
06/13/19
SRJ
531OC-11
Alkalinity (to pH 4,5), mg CaCO3/1
1.0
1.0
342
912
1500
1360
1620
06/17/19
TCW
2320E-11
Chloride, mg/l
5.0
5.0
20
78
89
95
176
06/17/19
KDE
45000LB-11
Cyanide, uq/1
5.0
5,0
--- U
--- U
--- U
--- U
--- U
06/14/19
SECT
4500CNE-11
Total Hardness, mg/1
268
096
1020
72D
1032
06/17/19
JTH
2340C-11
Total Dissolved Residue, mg/l
1.0
10
448
1450
1630
1470
2160
06/18/19
RDS
2540C-11
Sulfate, mg/l
5.0
5,0
49.9
241
5.3
8.6
186
06/17/19
SEJ
4500SO4221
Antimony, ug/l
0.03
1.0
0.06 J
0.26 J
0.15 J
0.10 J
0,24 J
06/21/19
LFJ
EPA200,6
Arsenic, ug/l
0.03
5.0
1,5 J
7.0
IS
9
19
06/21/19
LFJ
EPA200.8
Barium, ug/1
0.03
1010
167
280
776
524
608
06/21/19
LFJ
EPA200.8
Beryllium, ug/l
0.05
1.0
0,13 J
0.09 J
0.07,T
0.06 J
0.08 J
06/21/19
LFJ
EPA200.8
Cadmium, ug/l
0.02
110
0.07 J
0.14 J
0.13 J
--- U
--- U
06/21/19
LFJ
EPA200.8
Cobalt, ug/1
0,03
1.0
0.57 J
4.0
3.5
8,0
3.8
06/22/19
LFJ
EPA200,B
Total Chromium, ug/1
0.15
5.0
3.8J
7.5
7.1
14
21
06/21/19
LFJ
EPA200.8
Copper, ug/1
0.03
10.0
0.39 J
1.1 J
0.98 J
2.0 J
2,0 J
06/21/19
LFJ
EPA200,8
Iron, ug/1
4.96
50.0
5330
14743
21195
34722
41130
07/01/29
LFJ
EPA200.7
Manganese, ug/1
0.31
10.0
93
442
692
365
1041
07/01/19
LFJ
EPA200,7
Lead, ug/1
0.03
5.0
0.05 J
--- U
--- U
--- U
--- U
06/21/19
LFJ
HPA200.8
Mercury, ug/1
0.05
0.20
0.1017
0.10 J
0.26 J
0.05J
0,08 J
06/24/19
MTM
245.1 R3-9
Nickel, u9/1
0,03
10.0
1.9 J
7.9 J
6.2 J
4.9 J
7.1 J
06/21/19
LFJ
EPA200.8
selenium, ug/1
0.15
10.0
1.1 J
3.0 J
4.0 J
5.6 J
B.4 J
06/21/19
LFJ
EPA200.6
Silver, ug/l
0,05
5.0
0.07 J
--- U
--- U
0,06 J
--- U
06/24/19
LFJ
EPA200.8
Thallium, ug/l
0.05
1.0
0.16 J
0.13 J
--- U
--- U
--- U
06/21/19
LFJ
EPA200.8
Tin, ug/l
0.05
100,0
--- V
--- U
--- U
--- U
--- U
07/29/19
LFJ
EPA200.8
Vanadium, ug/l
0.03
110
2.7
2.8
6.2
2.9
3.1
06/21/19
LFJ
EPA200.8
Zinc, ug/1
0.11
10.0
3.5 J
4.7 J
2.2 J
5.6 J
2.9 J
06/21/19
LFJ
EPA200.8
Sulfide, ug/l
100
1000
--- U
--- U
--- U
--- U
--- U
06/19/19
LFJ
45GOS21)-11
Conductivity (at 25c), uMhos/cm
1.0
1.0
814
2266
2B51
2908
3957
06/13/19
BF
2510E-11
Dissolved oxygen, mg/1
0.1
0.1
1.47
2.42
1.80
1.45
1.56
06/13/19
EF
45000G-11
Temperature, °C
19
21
19
19
21
06/13/19
BF
255OH-10
Static Water Level, feet
6.80
6.00
9.42
8.75
9.50
06/13/19
BF
Well Depth, feet
15,98
9.50
16.65
16.33
20.26
06/13/19
BF
Carbon Dioxide, mg/1
1.0
1.0
130
299
304
342
389
06/13/19
RDS
45000O2C-1
ORP, my
+55
+46
-70
-112
-105
06/13/19
BF
2580E
Turbidity (Fieldl, NTU
110
1.D
6.5
7,8
1.9
5.0
7,2
06/13/19
BF
21308-11
J = Estimated value between the MDL and MRL, U - Below ALL Ouantitation Limits.

EflW'woflH(W Ala hcupumUd
Drinking Water ID= 37715
114 OAKMONT DRIVE
PHONE [phone]
GREENVILLE, N.C. 27858
FAX (252)
756-0633
CLIENT: JUDSON WHITEHURST (C&D
LANDFILL)
CLIENT ID:
6003
AMEC POSTER
WHEELER
ENVIRONMENT
& INFRASTRUCTURE
ANALYST:
KPG
4021 STIRRUP CREEK DR.
STE 100
DATE
COLLECTED:
06/13/19
DURHAM, NC
27703
DATE
EXTRACTED:
06/17/19
DATE
ANALYZED:
07/10/19
REVIEWED BY: ✓,r/
DATE
REPORTED:
08/08/19
PESTICIDES
AND PCH'S
EPA
METHOD 8081B R2(07)
MW-4 MW-5
MW-6
MW-7
MW-0
PARAMETERS, ug/l
MDL
MRL
1. Aldrin
0.029
0.050
--- U
--- U
---
U ---
U `-- U
2. Alpha-BHC
0.032
0.050
--- U
--- U
---
U ---
U --- U
3. Beta-BHC
0,031
D.050
--- U
--- U
---
U ---
U --- U
4. Delta-BHC
0.030
0.050
--- U
--- U
---
U ---
U --- U
5. Gamma-BHC (Lindane)
0.032
0.050
--- U
--- U
-'-
U ---
U --- U
6. Chlordane
0.320
0.500
--- U
--- U
---
U ---
U --- U
7. 4,4-Ann
0.051
0.100
--- U
--- U
---
U ---
U --- U
B. 4,4-DDE
0.049
0.100
--- U
--- U
---
U ---
U --- U
9. 4,4-DDT
0.052
0.100
--- U
--- U
---
U ---
U --- U
10. Dieldrin
0.042
D.075
--- U
--- U
---
U ---
U --- U
11. Endoeulfan 1
0.056
0.100
--- U
--- U
---
U ---
U --- U
12. Endoeulfan 11
0.046
0.100
--- U
--- U
---
U ---
U --- U
13, Endoeulfan Sulfate
0.072
0.100
--- U
--- U
U ---
U --- U
14. Endrin
0.053
0.100
--- U
--- U
'--
U ---
U --- U
15. Endrin Aldehyde
0.068
0.100
--- U
--- U
---
U ---
U --- U
16. Heptachlor
0.039
0.050
--- U
--- U
---
U ---
U --- U
17. Heptachlor Epoxide
0.042
0.075
--- U
--- U
---
U ---
U --- U
1B. Methoxychlor
0.530
1.000
--- U
--- U
---
U ---
U --- U
19. Pcb'a (AroclDre)
0.500
2.000
--- U
--- U
---
U ---
U --- U
20. Toxaphene
0.690
1.500
--- U
--- U
---
U ---
U --- U
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

REAT02EM I hmpudid
Drinking Water IDS 37715
114 OAKMONT DRIVE
PHONE [phone]
GREENVILLE, N.C. 27858
FAX [phone]
CLIENT:
JUDSON WHITEHURST
(C&D LANDFILL)
CLIENT ID:
6003
AMEC FOSTER
WHEELER
ENVIRONMENT
& INFRASTRUCTURE
ANALYST:
JAP
4021 STIRRUP
CREEK DR. STE 100
DATE
COLLECTED:
06/13/19
DURHAM, NC
27703
DATE
EXTRACTED:
06/18/19
DATE
ANALYZED:
06/29/19
REVIEWED
BY:
DATE
REPORTED:
08/08/19
LANDFILL APPENDIX 11
EPA METHOD 8151A R1(96)
KW-4 MW-5
MW-6
MW-7 14W-8
PARAMRT3RS, ug/l
MDL MRL
1, 2,4-D
0.36 2.000 --- U
--- U
--- U
--- U --- U
2. Dinoaeb
0.54 1.000 --- U
--- U
--- U
--- U --- U
3. 2,4,5-TP
0.42 2.000 --- U
--- U
--- U
--- U --- U
4. 2,4,5-T
0.47 2.000 --- U
_-- U
--- V
--- U -"- U
j = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits,

Enw,ormEW 1, hmpumbd
Drinking Water ID[ 37715
114 OAKMONT DRIVE
PHONE (252)
756-6208
GREENVILLE, N.G. 27858
FAX [phone]
CLIENT: JUDSON WHITEHURST
(C&D LANDFILL)
CLIENT ID:
6003
AMEC FOSTER
WHEELER
ENVIRONMENT
& INFRASTRUCTURE
ANALYST;
KPG
4021 STIRRUP
CREEK DR,
STE 100
DATE COLLECTED:
06/13/19
Page: 1
DURHAM, NC
27703
DATE EXTRACTED:
06/14/19
DATE ANALYZED:
06/20/19
REVIEWED BY:
DATE REPORTED:
08/08/19
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
MW-4
MW-5 MW-6
MW-7
MW-8
PARAMETERS, u9/1
MDL
MRL
1. Acenaphthene
2.66
10,000 ---
U
--- U --'
U
---
U
--- U
2, Acenaphthylene
2.60
10.000 ---
U
--- U ---
U
---
U
--- U
3, Anthracene
2.97
10.000 ---
U
--- U ---
U
---
U
--- U
4, Benzo[a]antrhacene
4.16
10.000 ---
U
--- U ---
U
---
U
--- U
5. Benzo[b3fluoranthene
3.32
10.000 ---
U
--- U ---
U
-"-
U
--- U
6, Benzo[k]fluoranthene
4.23
10.000 ---
U
--- U ---
V
---
U
-•- U
7. Benzo{g,h,i]perylene
2.61
10.000 ---
U
--- U ---
U
"--
U
--- U
8. Benzo[a]pyrene
3.27
10.000 ---
U
--- U ---
U
---
U
--- U
9. 4-Bromophenyl Phenyl Ether
2.63
10.000 ---
U
--- U ---
U
---
U
--- V
10. Butyl Benzyl Phthalate
5.78
10.000 ---
U
--- U ---
U
---
U
--- U
11. Bie(2-Chloroethoxy) Methane
3.14
10.OD0 ---
U
--- U ---
U
---
U
--- U
12. Bis(2-Chloroethyl) Ether
2.58
10,000 ---
U
--- U ---
U
---
U
--- U
13. Bia(2-Chloro-l-methylethyl) Ether
2,58
10.000 ---
U
--- U ---
U
---
U
--- U
14, 2-Chloronaphthalene
2.17
10.000 ---
U
--- U ---
U
---
U
--- U
15. 4-Chlorophenyl Phenyl Ether
2.42
10.000 ---
U
--- V ---
U
---
U
--- U
16. Chrysene
4.04
10.000 ---
U
--- U ---
U
---
U
--- U
17. Dibenza[a,h]anthracene
2.78
10.000 _--
U
--- U ---
U
---
U
--- U
18. Di-N-Butyl Phthalate
3.09
10.000 ---
U
--- U ---
U
---
U
--- U
19, Dimethyl Phthalate
3.70
10,000 ---
U
U ---
V
---
V
--- U
20, Diethyl Phthalate
3.92
10,OD0 ---
U
--- U ---
U
---
U
--- U
21. 2,4-Dinitratoluene
3.95
10.000 ---
U
--- V ---
U
---
U
•-- U
22, 2,6-Dinitratolusne
3.88
10.00D ---
U
--- U ---
U
---
U
--- U
23, Di-N-Octyl Phthalate
2.61
10.000 ---
U
--- U ---
U
---
U
-•- U
24. Bis-(2-Ethylhexyl) Phthalate
9.97
15.000 ---
U
--- U ---
U
---
U
--- U
25. Fluoranthene
3.92
10.000 ---
U
--- U ---
U
---
U
--- U
26, Fluorene
2.95
10,000 ---
U
--- U
U
---
U
--- U
27. Hexachlarobenzene
2.61
10.000 ---
U
--- U ---
U
---
U
--- U
20. Hexachlorocyclopentadiene
4.16
10.000 ---
U
--- U ---
U
---
U
--- U
29, Indeno[1,2,3-Cd3pyrene
2.91
10,000 ---
U
--- U ---
U
---
U
--- U
30. Isopharone
3.74
10.000 ---
U
--- U ---
U
---
U
--- V
31, Nitrobenzene
2.85
10.000 ---
U
--- U ---
U
---
V
--" U
32, N-Nitrosodimethylamine
4.25
10.000 ---
U
--- U ---
U
---
U
--- U
33. N-Nitroaodiphenylamine
3.95
10.000 ---
U
--- U ---
U
---
U
--` U
34. N-Nitroaodi-N-Propylamine
4,06
10.000 ---
U
--- U ---
U
--'
Ti
--` U
35. Phenanthrena
3.24
10.000 ---
U
--- U ---
U
---
U
--- U
36. Pyrene
3,63
10.000 ---
U
--- U ---
U
---
U
--- U
37. 4-Chloro-3-Methylphenol
3.79
20.000 ---
U
--- U ---
U
---
U
--- U
38, 2-Chlorophenol
2.75
10.000 ---
U
--- U ---
U
---
U
--- U
39. O-Cresol
3.68
10.000 ---
U
--- U ---
U
---
U
--- V
40, P-Cresol
4.12
10.000
U
--- U ---
U
---
U
--- U
41. 2,9-Dichlorophenol
5.19
10.000 ---
U
--- V ---
U
---
U
--- U
42. 2,6-Dichlorophenol
4.89
10,000 ---
U
--- U ---
U
---
U
--- U
43. 2,4-Dimethylphenol
3.21
10.000 ---
U
--- U ---
U
---
U
"-" U
44. 4,6-Dinitro-2-Methylphanol
4.77
50.00D ---
U
--- U ---
U
---
u
--- U
45. 2,4-Dinitrophenal
4,37
50.000 ---
U
--- U ---
U
---
U
--- U
46. Ethyl Methaneeulfonate
5.26
20.000 ---
U
--- U ---
U
---
U
--- U
47, Methyl Methaneeulfonate
4.92
10.000 ---
U
--- U ---
U
---
U
--- U
48. 2-Nitrophenol
3.69
10.000 ---
U
--- U ---
U
---
U
--- U
a - Estimated value between the MDL and MRL,
U = Below ALL Quantitation
Limits.

EEAMEM101 % INOWPHENd
Drinking Water ID: 37715
114 OAKMONT DRIVE
PHONE [phone]
GREENVILLE, N.C. 27858
FAX (252)
756-0633
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
CLIENT ID:
6003
AMEC FOSTER
WHEELER
ENVIRONMENT
& INFRASTRUCTURE
ANALYST:
KPG
4021 STIRRUP
CREEK DR, STE 100
DATE COLLECTED:
06/13/19
Page: 2
DURHAM, NC
27703
DATE EXTRACTED;
06/14/19
DATE ANALYZED;
06/20/19
REVIEWED BY:
DATE REPORTED:
08/08/19
SEMI -VOLATILE ORGANICS
EPA
METHOD 8270E R6(18)
MW-4
MW-5 MW-6
KW-7
Mw-B
PARAMETERS, ug/1
MDL
MILL
49. 4-Nitrophenol
3.17
50.000 ---
U
--- U ---
U
--"
U
- " U
50. Pentachlorophanol
5.33
25.000 ---
U
--- U ---
U
---
U
--- U
51. phenol
1,86
10.000 ---
U
--- U ---
U
---
U
»-- U
52. 2,3,4,6-Tetrachlarophenol
3.12
10.000 ---
U
--- U ---
U
---
U
--- U
53. 2,4,5-Trichlorophenol
4.17
10.000 ---
U
--- U ---
V
---
U
--- U
54. 2,4,6-Trichlorophenol
3.84
10.000 ---
U
--- U ---
U
---
U
--- U
55. Acetophenone
2.89
10,000 ---
U
--- U ---
U
---
U
--- U
56. 2-Acetylamino8luorene
3,98
20.000 ---
U
--- U ---
U
---
U
--- U
57. 4-Aminobiphanyl
4,12
20.000 ---
U
--- U ---
U
---
U
--- U
59. Banzyl Alcohol
4,47
20.000 ---
U
--- U ---
U
---
U
--- U
59. 4-Chloroaniline
3.36
20.000 ---
U
--- U ---
U
---
U
--- U
60, Chlorobenzilate
5.12
10.000 ---
U
--- U --"
U
---
U
--- U
61. Diallate
2.98
10.000 ---
U
--- U ---
U
---
U
--- U
62, Dibenzofuran
4,28
10.000 ---
U
--- U --'
U
---
U
--- U
63. 3,3-1)ichlorobenzidine
4.22
20.000 ---
U
--- U ---
U
---
U
--- U
64. Dimethoate
3.98
20.000 ---
U
--- U ---
U
---
U
--- U
65. P-nimethylaminoazobenzene
2,89
10.000 »--
U
--- U ---
U
---
U
--- U
66. 7,12-Dimethylbenz[a]anthracene
5.26
10.000 ---
U
--- U ---
U
---
U
--- U
67, 3,3-Dimethyibenzadine
3.21
10.000 ---
u
--- u ---
U
---
v
--- U
6B, 1,3-Dinitrobenzene
2.89
20,000 ---
U
--- U ---
U
---
U
--- U
69. Diphenylamine
5.10
10.000 ---
U
--- U ---
U
---
U
--- U
70. Disulfoton
4.28
10.000 ---
U
--- U ---
U
---
U
--" U
71. Pamphur
3.98
20.000 ---
U
--- U ---
U
---
U
--- U
72. Nexachloropropene
4.31
10.000 ---
U
--- U ---
U
---
U
--- U
73. isosafrole
2.08
10.000 ---
U
--- U ---
U
---
U
--- U
74, Kepone
2.78
20,000 ---
U
--- U ---
V
- "
U
-'- U
75. Methapyrilene
3,54
100,000 ---
U
--- U ---
V
---
U
--- U
76. 3-Methylchloroanthrene
4.21
10.000 ---
U
--- U ---
U
---
U
--- U
77. 2-Methylnaphthalene
3,79
10.000 ---
U
--- U ---
U
---
U
--- U
78, Methyl Parathion
4.32
10.000 ---
U
--- U ---
U
---
U
--- U
79. m-Crapol
3.81
10.000 ---
U
--- U ---
U
---
U
--- U
80. 1,4-Naphthoquinone
4.00
10.000 ---
U
--- U ---
U
---
U
--- U
81. 1-Naphthylamine
5.61
10,900 ---
U
--- U ---
U
---
U
--- U
B2. 2-Naphthylamine
4.62
10,000 ---
U
--- U ---
U
---
U
--- U
03. 2-Nitroaniline
3.61
50,000 ---
U
--- U ---
U
---
U
--- U
04. 3-Nitroaniline
4.81
50.000 ---
U
--- U ---
U
---
U
--- U
95, 4-Nitroaniline
4.22
20,000 ---
U
--- U ---
U
---
U
U
86. 5-Nitro-O-Toluidine
4.01
10,000 ---
U
--- U ---
U
---
U
U
87. N-Nitroeodi-n-butylamine
3,63
10.000 ---
U
--- U ---
U
---
U
--- U
88. N-Nitroeodiethylamine
3.83
20.000 ---
U
--- U ---
U
--•
U
--- U
89. N-Nitrosomethylethylamine
3.83
10.000 ---
U
--- U ---
U
---
U
-"• U
90. N-Nitrosopiperidine
5.19
20.000 ---
U
--- U ---
U
---
U
--- U
91. N-Nitrosopyrrolidine
2.09
10.000 ---
U
--- U ---
U
---
U
--- U
92, Parathion
3.12
10.000 ---
U
--- U ---
U
---
U
--- U
93. Pentachlorobenzene
3.92
10.000 ---
U
--- U ---
U
---
U
--- U
94. 8entachloranitrobenzene
3.71
20.000 ---
U
--- U ---
U
---
U
--- U
95. Phenacetin
4.41
20.000
U
--- U ---
U
---
U
--- U
96. 1,4 Benzenediamine
2.99
101000 ---
V
--- U ---
U
---
U
--- U
a = Estimated value between the
MDL and MRL,
U = Below ALL Quantitation
Limits.

Em,nmHol % bmpmmNd
Drinking Water ID: 37715
114
OAKMONT DRIVE
PHONE [phone]
GREENVILLE, N.C. 27858
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
CLIENT ID:
6003
AMEC FOSTER
WHEELER
ENVIRONMENT
& INFRASTRUCTURE
ANALYSE':
KPG
4021 STIRRUP CREEK DR. STE 100
DATE COLLECTED:
06/13/19
Page: 3
DURHAM, NC
27703
DATE EXTRACTED:
06/14/19
DATE ANALYZED:
06/20/19
REVIEWED BY:
DATE REPORTED:
08/08/19
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E
R6(18)
MW-4
MW-5 MW-6
MW-7
MW-8
PARAMETERS, ug/l
MDL MRL
97.
Fhorate
3.86 10.000 ---
U --- U --- U
---
U --- U
90.
Pronamide
3.69 10.000 ---
U --- U --- U
---
U U
99.
Safrole
4.12 10.000 ---
U --- U --- U
---
U --- U
100.
1,2,4,5-Tetraohlorobenzene
5.01 10.000 ---
U --- U --- U
---
U --- V
101,
Thionazin
4.621 20.000 ---
U --- U --- U
---
U --- U
102.
0-Toluidine
4.11 10.000 ---
U --- U --- U
---
U --- U
103.
1,3,5-Trinitrobenzene
3.98 10.000 ---
U --- U --- U
---
U --- U
104,
0,0,0-Triethyl Phoaphorothioate
3.61 10,000 ---
U --- U U
U U
105.
Hexaahloroethane
1.49 10.000 ---
U --- U --- U
---
U - U
106,
laodrin
3.11 20.000 ---
U --- U --- U
---
U --- U
S = Batimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

EflAunfluma % hrmpumbd
Drinking water SDa 37715
114 OAKMONT DRIVE
PHONE [phone]
GREENVILLE, N.C, 27858
FAX (252)
756-0633
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
CLIENT ID:
6003
AMEC FOSTER WHEELER
ENVIRONMENT &
INFRASTRUCTURE
ANALYST:
JAP
4021 STIRRUP
CREEK DR. STE 100
DATE COLLECTED:
06/13/19
Page: 1
DURHAM, NC
7703
DATE ANALYZED:
06/24/19
DATE REPORTED:
08/08/19
REVIEWED BY:
LANDFILL
APPENDIX 11
EPA METHOD
8260D R4(18)
KW-4 MW-5 MW-6
Mw-7
MW-8
PARAMETERS, Ug/1
MDL
MR:,
1. Chloromethane
0.77
3.000
--- U
--- U ---
U
--- U
--- U
2, Vinyl Chloride
0.12
0.200
--- U
--- U ---
U
--- U
--- U
3. Bromomethane
0.67
10,000
--- U
--- U ---
U
--- U
--- U
4. Chloroethane
0.48
10,00o
U
--- U ---
U
-`- U
--- U
5. Trichlorofluoromethana
0.24
1.000
--- U
--- U ---
U
--- U
--- U
6, 1,1-Dichloroethene
0.17
5,000
--- U
--- U ---
U
--- U
- " U
7. Acetone
9.06
100,000
--- U
--- U ---
U
--- U
--- U
8, Iodomethane
0.26
10.000
--- U
--- V ---
U
--- U
'"' U
9. Carbon Disulfide
0.23
100.000
--- U
--- U ---
U
--- U
--- U
10. Methylene Chloride
0.64
1,000
--- V
--- U ---
U
--- U
--- V
11. tram -1,2-Dichloroethene
0.23
5.000
--- U
--- U ---
U
--- U
--- U
12. 1,1-Dichloroethene
0.20
5.000
--- U
--- U ---
U
--- U
--- U
13. Vinyl Acetate
0.20
50.000
--- U
--- U ---
U
--- U
--- U
14. Cie-1,2-Dichloroethene
0.25
5.000
--- U
--- U ---
U
--- U
--- U
15. 2-Butanone
2.21
100.000
--- U
--- U ---
U
--- U
--- U
16. Bromochloromethane
0.27
3,000
--- U
--- U ---
U
--- U
--- U
17. Chloroform
0.25
5.000
--- U
--- U ---
U
-"- U
--- U
18. 1,1,1-Trichloroethane
0.19
1.000
--- U
--- U ---
U
--- U
--- U
19, Carbon Tetrachloride
0.04
0.200
--- U
--- U ---
U
--- U
--- U
20, Benzene
0.24
I.000
0.30 J
--- U ---
U
0.31 J
1.17
21. 1,2-Dichloreethane
0,02
0,200
0.02 J
0.07 J 0.02
J
0.02 J
0.06 J
22. Trichloroethene
0.23
1.000
--- U
--- U ---
U
--- U
--- U
23, 1,2-Dichloropropane
0.04
0.200
--- U
--- U ---
U
--- U
--- U
24. Bromodichlaromethane
0.04
0,200
--- U
--- U ---
U
--- U
- U
25. Cie-1,3-Dichloropropene
0.06
0.200
--- U
--- U ---
U
--- U
--- U
26. 4-Me thy l-2- Pent anone
1.19
100.000
--- U
--- U ---
U
--- U
" ' U
27, Toluene
0.23
1.000
--- U
"-- U ---
U
--- U
`-- U
28. trans-1,3-Dichloropropene
0.04
0.200
--- U
--- U ---
U
--- U
- U
29. 1,1,2-Trichloroethane
0.03
0.200
--- U
--- U ---
U
--- U
-- U
30, Tetrachloroethene
0.10
0,200
--- U
--- U ---
U
--- U
--- U
31. 2-Hexanone
1.57
50.000
--- U
--- U ---
U
--- U
--- U
32. Dibromochloromethane
0.03
0.200
--- V
--- U ---
U
--- U
--- U
33. 1,2-Dibromoethane
0.03
0.200
--- U
--- U ---
U
--- U
-"" U
34. Chlorobenzene
0.30
3.000
--- U
--- U ---
U
--- U
--- U
35. 1,1,1,2-Tetrachloroethane
0.22
1,000
--- U
--- U ---
U
--- U
--- U
36. Ethylbenzene
0.21
11000
--- U
--- U ---
U
--- V
--- U
37, xylenes
0.68
5.000
--- U
--- U ---
U
--- U
--- U
3B. Dibromomethane
0.28
10.000
--- U
--- V ---
U
--- U
--- U
39, Styrene
0.19
1.000
--- U
--- V ---
U
--- U
--- U
40. Bromoform
0.20
3.000
--- U
--- U ---
U
--- U
V
41. 1,1,2,2-Tetrachloroethane
0.03
0.200
--- U
--- U ---
U
--- U
--- U
42. 1,2,3-Trichloropropane
0.09
0.200
--- U
--- U ---
U
--- U
--- U
43. 1,4-Dichlorobenzene
0,39
1.000
--- U
--- U ---
U
--- U
--- U
44. 1,2-Dichloroben7ene
0.32
5.000
--- U
--- U ---
U
--- V
--- U
45. 1,2-Dibromo-3-Chloropropane
0.07
0.200
--- U
--- U ---
U
--- U
--- U
46, Acrylonitrile
2.72
200.000
--- U
--- U ---
U
--- U
""- U
47. trans-1,4-Dichloro-2-Butene
0.42
100.000
--- U
--- U ---
U
--- U
--- U
40. Acrolein
1.97
4.000
--- U
--- U '--
U
-`" U
--- U
J = Estimated value between the
MDL and MRL, U . Below ALL
0uantitation Limits,

EmAmmu(M Tn houpumbd
Drinking Water IDz 37715
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
CLIENT ID:
6003
AMEC FOSTER
WHEELER
ENVIRONMENT
& INFRASTRUCTURE
ANALYST:
JAP
4021 STIRRUP
CREEK DR. STE 100
DATE
COLLECTED:
06/13/19
Page: 2
DURHAM, NC
7703
DATE
ANALYZED:
06/24/19
DATE
REPORTED:
0$/08/19
REVIEWED BY:
LANDFILL
APPENDIX
II
EPA METHOD
8260D R4(1$)
MW-4
MW-5
MW-6
MW-7
KW-8
PARAMETERS, ug/l
MDL MRL
49. Allyl Chloride
0.20 10.000
--- u
--- u
---
U ---
u ---
U
50. Chloroprene
0.21 20,000
--- u
--- u
---
u ---
U ---
u
51. 1,3-Dichlorobenzene
0.41 5.000
--- u
--- u
---
u ---
U ---
u
52. DichlorodiPluoromethane
0.51 5.000
--- u
--- u
---
u ---
1i ---
U
53. 1,3-Dichloropropane
0.28 1.000
--- u
--- U
---
u ---
u ---
u
54, 2,2-Dichloropropane
0.17 15.000
--- u
--- u
---
u ---
u ---
u
55. 1,1-Dichloropropene
0.22 5.000
--- u
--- u
---
a ---
U ---
u
56. Ethyl Methacrylate
0.16 10.000
--- a
--- u
---
U ---
u ---
u
57. Hexachlorobutadiene
0.10 01200
--- u
--- U
'-'
u ---
u ---
u
58. 100butyl Alcohol
12.80 100-000
--- ❑
--- u
---
u ---
u ---
u
59. Methacrylonitrile
1.93 100.000
--- u
--- u
---
U ---
U " '
u
60. Methyl Methacrylate
0.25 30.000
--- u
U
---
a ---
u ---
u
61. Naphthalene
0.47 6.000
--- u
--- u
1.34
J ---
u ---
u
62. Propionitrile
3.26 150,000
--- u
--- u
---
u ---
u ---
u
$3, 1,2,4-Trichlorobenzene
0.50 10.000
--- V
--- u
---
V ---
U ---
u
64, Acetonitrile
36.29 55.000
--- D
--- U
---
u ---
u ---
u
65. TetrahydroEuran
0.39 11000
2.44
6.90
14.40
27.00
28.10
66. 1,4-Dioxana
2.71 3.000
--- u
74.20
40.10
17.00
94.70
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limite.

ElMnEmIN 1, hvwpomhd
Drinking Water IDi 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/13/19 Page: 3
DURHAM, NC 2 703 DATE ANALYZED: 06/24/19
DATE REPORTED: 08/08/19
REVIEWED BY:
LANDFILL APPENDIX 11
EPA METHOD 8260D R4(18)
PARAMETERS, Ug/1
M➢L
MRL
Trip
Blank
1,
Chloramethane
0.77
3.000
---
U
2,
Vinyl Chloride
0.12
0.200
---
U
3.
Bromomethane
0.67
10.000
---
U
4.
Chloroethane
0.48
10.000
^ -
U
5.
Trichlorofluoromethane
0.24
1.000
---
U
6,
1,1-Dichloroethene
0.17
5.000
---
U
7.
Acetone
9.06
100.000
---
U
8,
iodomethane
0.26
10,000
---
U
9.
Carbon Diaulfide
0.23
100.000
---
U
10.
Methylene Chloride
0.64
1.000
---
U
11.
trans-1,2-Dichloroethene
0,23
5.000
---
U
12,
1,1-Dichloroethane
0.20
5.000
---
U
13.
Vinyl Acetate
0.20
50.000
---
U
14.
Cls-1,2-Dichloroethene
0.25
5.000
---
U
15.
2-Butanone
2.21
100.000
---
U
16.
Bromochloromethane
0.27
3,000
---
U
17,
chloroform
0.25
5.000
---
U
18.
1,1,1-Trichloroethane
D,19
1.000
---
U
19.
Carbon Tetrachloride
0.04
0.200
---
U
20,
Benzene
0.24
1.000
---
U
21.
1,2-Dichloroethane
0.02
0,200
---
U
22.
Trichloxoethene
0.23
1.000
---
U
23.
1,2-Dichloropropane
9104
0.200
---
24,
Bromodichloromethane
0.04
0.200
---
U
25.
Cis-1,3-❑ichloropropens
0.06
0.200
---
U
26.
4-Methyl-2-Pentanone
1.19
100,000
---
U
27.
Toluene
0.23
1.000
---
U
28.
trans-1,3-Dichloropropene
0,D4
0,200
---
U
29.
1,1,2-Trichloroethane
0.03
0.200
---
U
30.
Tetrachloroethene
0.10
0.200
---
U
31.
2-Hexanone
1.57
50,000
---
U
32.
Dibromochloromethane
0.03
0.200
---
U
33.
1,2-Dibromoethane
0,03
D.200
---
U
34.
Chlorobenzene
0.30
3.000
---
U
35.
1,1,1,2-Tetrachloroethane
0.22
1.000
---
U
36.
Ethylbenzene
0.21
1.000
---
U
37.
%ylenes
0.68
5.000
---
U
38.
Dibromomethane
0.28
10.000
---
U
39.
Styrene
0.19
1.000
---
U
40.
Bromoform
0.20
3.000
---
U
41.
1,1,2,2-Tetrachloroethana
0.03
0.200
---
U
42.
1,2,3-Trichloropropane
0.09
0.200
---
U
43.
1,4-Dichlorobenzene
0.39
1.000
---
U
44.
1,2-Dichlorobenzene
0.32
51000
---
U
45.
1,2-Dibromo-3-Chloropropane
0.07
0.200
---
U
46.
Acrylonitrile
2.72
200,D00
---
U
47.
trans-1,4-Dichloro-2-Butene
0.42
100.000
---
U
48.
Acrolein
1.97
4.000
---
U
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

Eflwokmmg[W % hmpmmhd
Drinking Water IDr 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/13/19 Page: 4
DURHAM, NC 2 703 DATE ANALYZED: 06/24/19
DATE REPORTED: 08/08/19
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(1B)
PARAMETERS, ug/1
MDL
MRL
Trip
Blank
49,
Allyl Chloride
0.20
10.000
---
U
50.
Chloroprene
0.21
20.000
---
U
51.
1,3-Dichlorobenzene
o.41
5.000
---
U
52.
Dichlorodifluoramethane
0.51
5.000
---
U
53.
1,3-Diohloropropane
0.28
1.000
---
U
54.
2,2-Dichloropropane
0.17
15.000
---
U
55.
1,1-Dichloropropene
0.22
5.000
---
U
56.
Ethyl Methacrylate
0.16
10.000
---
U
57.
Hexachlorobutadiene
0.10
0,200
---
U
58,
Ieabutyl Alcohol
12.80
100.000
---
v
59.
Methacrylnnitrile
1.93
100.000
---
U
60,
Methyl Methacrylate
0.25
30,D00
---
U
61.
Naphthalene
0.47
6.000
---
U
62,
Propionitrile
3,26
150.000
---
U
63.
1,2.4-Trichlorobenzene
0.50
10,000
---
U
64.
Acetonitrile
36.29
55.000
---
U
65.
Tetrahydrofuran
0.39
1,000
---
U
66,
1,4-Dioxane
2,71
3.000
---
U
a = Estimated value between the MDL and MRL, V A Below ALL puantitation Limits.

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Drinking Water ID: 37715
�- Ww f--Ynr TD, 10
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
ID#: 6003 A
J'UDSON WHITEHURST (C&D
LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
DATE COLLECTED: 06/12/19
4021 STIRRUP CREEK DR.
STE
100
DATE REPORTED : 08/06/19
DURHAM ,NC 27703
REVIEWED
By
MW-18
KW -ID
MW-25
MW-2D
MW-3S
Analysis
Method
PARAMETERS
MDL
MRL
❑ate Analyst
Code
PH (field measurement), Units
6,5
7.2
6.5
9.0
6.8
06/12/19
SEB
450ORB-11
BOD, mg/l
2.0
2.0
--- U
2.0
--- U
--- U
7.5
06/12/19
KDS
52105-11
COD, mg/1
0.840
20.0
36
28
67
--- U
423
06/13/19
SEJ
HB000-79
Nitrate Nitrogen me N, mg/1
0.009
0.04
0,17
--- U
0,10
0.11
--- U
06/13/19
AKS
353.2 R2-9
Total organic Carbon, mg/l
0.129
110
13.00
7.14
26.08
2.24
164.6
06/13/19
SEJ
531OC-11
Alkalinity (to pH 4,5)0 mg CaCO3/1
1.0
1.0
165
171
280
182
1610
06/17/19
TCW
2320E-11
Chloride, mg/1
5.0
5.0
11
13
52
12
229
06/17/19
KDS
4500CLB-11
Cyanide, ug/1
5.0
5.0
--- U
--- U
--- U
--- U
--- U
06/14/19
SEJ
45000NE-11
Total Hardness, mg/1
326
140
546
164
856
06/17/19
JTH
234OC-11
Total Dissolved Residue, mg/l
1.0
10
406
213
882
264
2000
06/13/19
KDS
254OC-11
Sulfate, mg/l
5.0
5.0
110
13.3
346
34.0
98.4
06/17/19
SEJ
4500SO42E1
Antimony, ug/1
0,03
1.0
0.67J
0.04 J
0.09 J
0.03J
0,17 J
06/21/19
LFJ
EPA200,8
Arsenic, ug/1
0.03
5.0
0.68 J
1.5 J
5.3
0.06 J
20
06/21/19
LFJ
EPA200.8
Barium, ug/1
0,03
10.0
31.3
2B.1
94,7
1512
502
06/21/19
LFJ
EPA200.8
Beryllium, ug/l
0.05
1.0
--- U
--- U
0.05 J
--- U
0,06 J
06/21/19
LFJ
EPA200.8
Cadmium, ug/1
0.02
1.0
0.07 J
--- U
0.06 J
--- U
--- U
06/21/19
LFJ
EPA200.8
Cobalt, ug/1
0.03
1.0
0.10 J
0.07 J
1.3
0.09 J
2.9
06/21/19
LFJ
EPA200.8
Total Chromium, ug/1
0.15
5.0
0.37 J
--- U
2.0 J
--- U
24
06/21/19
LFJ
EPA200.8
Copper, ug/1
0.03
10.0
3.1 J
1.0 J
0,56 J
0.61 J
2.2 J
06/21/19
LFJ
EPA200.8
Iran, ug/l
4.96
50,0
683
2960
10502
145
26669
07/01/19
LFJ
EPA200.7
Manganese, ug/1
0.31
10.0
7,5 J
207
211
B.2 J
433
07/01/15
LFJ
EPA200.7
Lead, ug/1
0.03
5.0
0.60 J
--- U
0.04 J
--- U
--- U
09/21/19
LPJ
EPA200.8
Mercury, ug/1
0.05
0.2D
0.06 J
0.12 J
0,08J
0.07 J
0,13 J
06/24/19
MTM
245,1 R3-9
Nickel, ug/l
0,03
10.0
2.4 J
0.72 J
3.9 J
1.1 J
5.6 J
06/21/19
LFJ
EPA200.8
Selenium, ug/1
0.15
10.0
0,70 J
0.29 J
1.7 1
--- U
14
06/21/19
LFJ
EPA200.8
Silver, ug/1
0.05
5.0
--- U
-»- U
--- U
0.06 J
--- V
06/24/19
LFJ
EPA200.8
Thallium, ug/1
0.05
1.0
0.14 J
--- U
--- U
0.10 J
--- U
06/21/19
LFJ
EPA200.B
Tin, ug/l
0.05
100.0
--- U
--- U
--- U
--- U
--- U
07/29/19
LFJ
EPA200.B
Vanadium, ug/1
0.03
1.0
1.5
--- U
0.60 J
--- U
5,9
D6/21/19
LFJ
EPA20D,8
Zinc, ug/1
0.11
10.0
2.3 J
3,8 J
2.3 J
4,7 J
2.8 J
06/21/19
LFJ
EPA200.8
Sulfide, ug/1
SDO
lODO
--- U
--- U
--- U
--- U
--- V
06/19/19
LFJ
4500S2D-11
Conductivity {at 25c), uMhos/am
2.0
1.0
532
403
1311
456
3792
06/12/19
SEB
2510E-11
Dissolved Oxygen, mg/1
0.1
0.1
0.97
3.76
0187
0.64
0,92
06/12/19
SSB
450000-11
Temperature, °C
19
18
20
19
21
06/12/19
SEB
2550B-10
Static Water Level, feet
8.11
B,64
10.75
12.55
11.90
06/12/19
SEB
Well Depth, feet
17.21
33.75
26.57
38.17
22.24
06/12/19
SEB
Carbon Dioxide, mg/1
1.0
1.0
68
13
121
6
3000
06/12/19
KDS
45000O2C-1
ORP, my
+102
+BO
+40
+61
-95
06/12/19
SEE
25BOB
Turbidity (Field), NTU
1,0
1.0
3.96
5,88
2.50
3,04
6.40
05/12/19
SEB
213OB-11
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

ENAmmol % hmpumbd
Drinking Water TD: 37715
114 OAKMONT DRIVE
GREENVILLE, N,C. 27858
JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM ,NC 27703
PHONE [phone]
FAX [phone]
ID#: 6003 A
DATE COLLECTED: 06/12/19
DATE REPORTED : 08/08/19
REVIEWED BY; /Z�
MW-3D
MW-3A Trip
Analysis
Method
PARAMETERS
MDL
MRL
Blank
➢ate Analyst
Code
PH (field measurement), Units
7.9
6.8
D6/12/19
SUB
450DHB-11
BOD, mg/l
2.0
2.0
--- U
--- U
06/12/19
KDS
5210E-11
COD, mg/l
0,840
20.0
--- U
190
06/13/19
SEJ
HOD00-79
Nitrate Nitrogen as N, mg/l
0.009
0.04
0.35
--- U
06/13/19
AKS
353.2 R2-93
Total Organic Carbon, mg/1
0.129
1.0
2.42
75.20
06/13/19
SEJ
531OC-11
Alkalinity {to pH 4.5), mg CaCO3/1
1.0
1.0
236
B10
06/17/19
TCW
232OB-11
Chloride, mg/l
5.0
5,0
21
84
06/17/19
KDS
4500CLB-11
Cyanide, ug/1
5.0
5.0
--- U
--- U
06/14/19
SEJ
450OCNE-11
Total Hardness, mg/l
92
596
06/17/19
JTH
234OC-11
Total Dissolved Residue, mg/1
1.0
10
309
1090
06/13/19
KDS
254OC-11
Sulfate, mg/l
5.0
5.0
8.6
105
06/17/19
SEJ
4500SO42Ell
Antimony, ug/l
0.03
1,0
0.04 J
0.14 J
06/21/19
LFJ
EPA200.8
Arsenio, ug/1
0.03
5.0
0.27 J
11
06/21/19
LFJ
EPA200.8
Barium, ug/l
0.03
10.0
9.2 J
238
06/21/19
LFJ
EPA2D0.8
Beryllium, ug/l
0,05
1.0
--- V
0,06 J
06/21/19
LFJ
EPA200.8
Cadmium, ug/l
0.02
1.0
--- U
--- U
06/21/19
LFJ
EPA200.8
Cobalt, ug/l
0.03
1.0
0.03J
6.0
06/21/19
LFJ
EPA200.8
Total Chromium, ug/l
0.15
5.0
--- U
9.3
06/21/19
LFJ
EPA200,8
Copper, ug/1
0.03
10.0
0.73 J
1.0 J
06/21/19
LFJ
EPA200,8
Iron, ug/1
4.96
50.0
9B
28630
07/01/19
LFJ
EPA200.7
Manganese, ug/1
0.31
10.0
0.33 J
790
07/01/19
LFJ
EPA200.7
Lead, ug/1
0.03
5.0
--- U
--- U
06/21/19
LFJ
UPA200.8
Mercury, ug/l
0.05
0.20
0.06 J
--- U
06/24/19
MTM
245.1 R3-94
Nickel, ug/l
0.03
10.0
0.55 J
4.5 J
06/21/19
LFJ
UPA200,8
Selenium, ug/l
0.15
10.D
0,66 J
4.0 J
06/21/19
LFJ
13PA200.8
Silver, ug/l
0,05
5.0
--- U
--- U
06/24/19
LFJ
UPA200.B
Thallium, ug/l
0,05
1.0
--- U
--- V
06/21/19
LFJ
13PA200.8
Tin, ug/l
0.05
100.0
--- U
--- U
07/29/19
LFJ
EPA200.8
Vanadium, ug/l
0.03
1.0
--- U
2,5
06/21/19
LFJ
UPA200,8
Zinc, ug/l
0.11
10,0
2.1J
3.1 J
06/21/19
LFJ
EPA200.8
Sulfide, ug/l
100
1000
--- V
--- U
06/19/19
LFJ
4500S2D-11
Conductivity (at 25c), uMhos/cm
1.0
1.0
567
2013
06/12/19
SUB
2510E-11
Dissolved oxygen, mg/l
0.1
0.1
1.26
0.99
06/12/19
SUB
45000G-11
Temperature, °C
18
17
06/12/19
SEE
2550E-10
Static Water Level, feet
12,65
11.20
06/12/19
RUB
well Depth, feet
52.30
23.44
06/12/19
SUB
Carbon Dioxide, mg/l
1.0
1.0
6
240
06/12/19
KDS
45000O2C-11
ORP, my
+91
-12
06/12/19
SUB
2580E
Turbidity {Field), NTU
1.0
1.0
2.33
5.62
06/12/19
SUB
2130E-11
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

Elow,moomsM T, hmpumlod
Drinking Water XD; 37715
114 OAKMON7 DRIVE PHONE [phone]
GREENVILLE, N.C, 27858 FAX [phone]
CLIENT:
JUDSON WHITEHURST (C&D
LANDFILL)
CLIENT ID:
6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
ANALYST:
JAP
4021 STIRRUP CREEK DR.
STE 100
DATE
COLLECTED:
06/12/19
Page: 1
DURHAM, NC 27703
DATE
EXTRACTED:
06/17/19
DATE
ANALYZED:
07/10/19
REVIEWED
BY:
DATE
REPORTED:
08/08/19
PESTICIDES
AND
PCB'S
EPA
METHOD 8081.B
R2(07)
MW-IS
MW-AD
MW-2S
MW-2D
MW-3S
PARAMETRRS, ug/1
MDL
MRL
1. Aldrin
0.029
0.050
--- U
--- U
-'- U
---
U ---
U
2, Alpha-BHC
0.032
0.050
--- U
--- U
--- U
---
V ""
U
3, Beta-BHC
0,031
0.050
--- U
--- U
--- U
---
U ---
U
4. Delta-BHC
0.030
0.050
--- U
--- U
--- U
---
U ---
U
5. Gamma-BHC (Lindane) 0.032
0.050
--- U
--- U
--- U
---
U ---
U
6. chlordane
0.320
01500
--- U
--- U
--- U
---
U ^--
U
7. 4,4-DDD
0.051
0.100
--- U
--- U
--- U
---
U ---
U
8. 4,4-DDE
0.049
0.100
--- U
--- U
--- U
---
U ---
U
9. 4,4-DDT
0.052
0.100
--- U
--- U
--- U
""
U ---
U
l0. Dieldrin
0.042
0.075
--- U
--- U
--- u
---
U ---
U
11. Endooulfan i
0.056
0.100
--- U
--- U
--- U
"'"
V ---
U
12. Endoeulfan Ii
0,046
0.100
--- U
--- U
--- U
---
U ---
U
13. Endoeulfan Sulfate
0.072
0,100
--- U
--- U
--- U
---
U ---
U
14, Endrin
0.053
0.100
--- U
--- U
--- U
---
U ---
U
15. Endrin Aldehyde
0.066
0.100
--- U
--- U
0.079 J
---
U ---
U
16. Heptachlor
0,039
0.050
--- U
--- V
--- U
---
U ---
U
17. Heptachlor Epoxide
0.042
0.075
--- U
--- U
--- U
---
U ---
U
1B. Methoxychlor
0,530
1.000
--- U
--- U
--- U
---
U ---
U
19, Pcb'a (Aroclore)
0.500
2.000
--- U
--- U
--- U
---
U --•
V
20. Toxaphene
0.690
1.500
--- U
--- U
--- U
---
U ---
U
d p Estimated Value between the MDL and MRL, U n Below ALL Quantitation Limita.

ElMommml % hmpumbd
Drinking Water ID: 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/12/19 Page: 2
DURHAM, NC 27703 DATE EXTRACTED: 06/17/19
DATE ANALYZED: 07/10/19
REVIEWED BY: DATE REPORTED: 08/08/19
PESTICIDES AND PCB'S
EPA METHOD 8081E R2(07)
PARAMETERS, ug/l
MDL
MRL
NW-3D
MW-3A
1.
Aldrin
0.029
0.050
---
U
---
U
2.
Alpha-BHC
0.032
0.050
---
U
---
U
3.
Beta-BHC
0.031
D.050
---
U
---
U
4.
Delta-BHC
0,030
0.050
•--
U
---
U
S.
Gamma-BHC (Lindane)
0.032
0.050
---
U
---
U
6.
Chlordane
0.320
0.500
-•-
U
---
U
7.
4,4-DDD
0.051
0.100
---
U
---
U
B.
4,4-DDE
0.049
0.100
---
U
---
U
9.
4,4-DDT
0.052
0.100
---
U
---
U
10.
Dieldrin
0.042
0,075
---
U
---
U
11.
Endosulfan I
0.056
0.100
---
U
---
U
12.
Endosulfan II
0.046
0.100
---
U
---
U
13.
Rndosulfan SulEate
0.072
0.100
.---
U
---
U
14.
Endrin
0.053
0.100
---
V
---
U
15,
Bndrin Aldehyde
0.06E
0.100
---
U
0.069
.7
16.
Heptachlor
0.039
0.050
---
U
---
U
17.
Heptachlor Epoxide
0.042
0.075
---
U
---
U
18.
Methoxychlor
0,530
1.000
---
U
---
U
19.
Pcb's (Aroclore)
0.500
2.000
---
U
---
U
20.
Toxaphene
0.690
1.500
---
V
---
U
J = Estimated value between the MDL and MRL, U - Below ALL Quantitation Limits,

ElMonflumW Ala hmpumbA
Drinking Water IDr 37715
114 OAKMONT DRIVE
PHONE [phone]
GREENVILLE, N.C.
27858
FAX [phone]
CLIENT:
JUDSON WHITEHURST (C&D LANDFILL)
CLIENT ID:
6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
ANALYST:
JAP
4021 STIRRUP CREEK DR. STE 100
DATE COLLECTED:
06/12/19 Page: 1
DURHAM, NC 27703
DATE EXTRACTED:
06/18/19
REVIEWED
BY: '�LJ
DATE REPORTED:
08/08/19
LANDFILL APPENDIX II
EPA METHOD 8151A
R1(96)
Date Analyzed 06/28/19
06/2B/19 06/29/19
06/2B/19 06/29/19
MW-18
MW-ID MW-2S
MW-2D MW-3S
PARAMETERS, ug/l
MDL MRL
1. 2,4-D
0.36 2.000 --- U
--- U _-- U
--- U --- U
2. Dinoseb
0,54 1.000 --- U
--- U --- U
--- U --- U
3, 2,4,5-TP
0.42 2.000 --- U
--- U --- U
-__ U --- U
4. 2,4,5-T
D.47 2.000 --- U
--- U ^-- U
--- U --- U
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits,

NuAmmumM % hc0Tpmm%d
Drinking Water ID; 37715
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
REVIEWED BY:
LANDFILL APPENDIX II
APA METHOD 8151A R1(96)
CLIENT ID: 6003 A
ANALYST: JAP
DATE COLLECTED: 06/12/19
DATE EXTRACTED: 06/18/19
DATE REPORTED: 08/08/19
Date
Analyzed
06/29/19
06/29/19
MW-3D
MW-3A
PARAMLTERS, Ug/l
MDL
MRL
1,
214-D
0,36
2,000
--- U
--- U
2.
Dinoaeb
0.54
1,000
--- U
--- U
3.
2,4,5-TP
0,42
2.000
--- U
--- U
4.
2,4,5-T
0.47
2,000
--- U
--- U
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.
Page: 2

ERADTOMESM Flo bw
_n
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: 0-UDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
REVIEWED BY:
CLIENT ID:
PHONE [phone]
FAX [phone]
6003 A
ANALYST: KPG
DATE COLLECTED: 06/12/19
DATE EXTRACTED: 06/14/19
DATE ANALYZED: 06/20/19
DATE REPORTED: 08/08/19
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
Page: 1
PARAMETERS, ug/l
MDL
MRL
MW-1S
MW-ID
NW-29
MW-2D
MW-3S
1.
Acenaphthane
2.66
10,000
---
U
---
U
---
U
---
U
8.10
J
2,
Acenaphthylens
2.60
10,000
---
U
---
U
---
U
---
U
---
U
3,
Anthracene
2.97
10.0D0
---
U
---
U
---
U
---
U
---
U
4.
Benzo[a]antrhacene
4,16
10.000
---
U
"-
U
-•-
U
---
U
---
U
5.
Benzo[b]fluoranthene
3,32
10,000
---
V
---
U
---
U
---
U
_--
U
6.
Benzo(k]fluoranthene
4.23
10.000
---
U
---
U
---
V
---
U
---
U
7.
Benzo[g,h,ilperylene
2.61
1D.000
---
U
---
U
---
U
---
U
---
U
S.
Benzo[a]pyrene
3.27
10.000
---
U
---
U
---
U
---
U
---
U
9,
4-Bromophenyl Phenyl Ether
2.63
10.000
---
U
---
U
---
U
---
U
---
U
10.
Butyl Benzyl Phthalate
5.78
10.000
---
U
---
V
---
U
---
U
---
U
11.
Bis(2-Chloroethoxy) Methane
3.14
10,000
---
U
---
U
---
U
---
U
---
U
12.
Bis(2-Chloroethyl) Ether
2.5B
10.000
---
U
---
U
---
U
---
U
---
V
13.
Bis(2-Chloro-l-methylethyl) Ether
2.58
10.000
---
U
---
U
---
U
---
U
---
U
14,
2-Chloronaphthalene
2.17
10.000
---
V
---
U
---
U
---
U
---
U
15.
4-Chlorophenyl Phenyl Ether
2A2
10.000
---
U
---
U
---
U
---
U
---
U
16,
Chryaene
4.04
10.000
---
U
---
U
---
U
---
U
---
U
17.
Dibenzo[a,blanthracene
2.78
10,000
---
U
---
U
---
U
---
U
---
U
1B,
Di-N-Butyl Phthalate
1.09
10.000
---
U
U
---
U
---
U
---
U
19.
Dimethyl Phthalate
3.78
10.000
---
U
---
U
---
U
---
U
---
U
20,
Diethyl Phthalate
3.92
10.000
---
U
---
U
---
U
---
U
---
U
21.
2,4-Dinitrotoluene
3.95
10,000
---
U
---
U
---
U
---
O
---
U
22.
2,6-Dinitratoluene
3.88
10,000
---
U
---
U
---
U
---
U
--`
U
23.
Di-N-Octyl Phthalate
2.81
10,000
---
U
---
V
-"
U
"'
U
---
U
24,
Bia-(2-Ethylhexyl) Phthalate
9,97
25.000
U
---
U
U
---
U
---
U
25.
Fluoranthene
3.92
20.000
---
U
---
U
---
U
---
U
---
U
26.
Fluorene
2.95
10.000
---
U
---
U
---
U
---
U
5.31
J
27,
Hexachlorobenzene
2.61
10.000
---
U
---
U
---
U
---
U
---
U
2B.
Hexachlorocyclopentadiene
4.16
10,000
---
U
---
U
---
U
---
U
---
U
29,
Indeno[l,2,3-Cd1pyrene
2.91
10,000
---
U
--•
U
---
U
---
U
---
U
30.
Isophorone
3.74
10.000
---
U
---
U
---
U
---
U
---
U
31.
Nitrobenzene
2.85
10.000
---
U
---
U
---
U
---
U
---
U
32.
N-Nitrosodimethylamine
4,25
10.000
---
U
---
U
---
U
---
U
---
U
33,
N-Nitroaodiphenylamine
3,95
10.000
---
U
---
U
---
U
---
U
---
U
34.
N-Nitrosodi-N-Propylamine
4.06
10.000
---
U
---
U
---
U
---
U
---
U
35.
Phenanthrene
3.24
10.000
---
U
---
U
---
U
---
U
---
U
36.
pyrene
3.63
10.000
---
U
---
U
---
U
---
U
---
U
37,
4-Chlorc-3-Methylphenal
3.79
20.000
---
U
---
u
---
U
---
U
---
U
38.
2-Chlorophenal
2.75
10.000
---
V
---
U
---
U
---
U
---
U
39,
0-Creso1
3.68
10.D00
---
U
---
U
---
U
---
U
---
U
40.
P-Cresol
4.12
10.000
---
U
---
U
---
U
---
U
---
U
41.
2,4-Dichlorophenol
5119
10.000
---
U
---
U
---
U
---
U
---
U
42,
2,6-Dichlorophen0l
4.09
10,000
---
U
---
U
---
U
---
U
---
U
43.
2,4-Dimethylphenol
3.21
10.000
---
U
---
U
---
U
---
U
---
U
44.
4,6-Dinitro-2-Methylphenol
4.77
50.000
---
U
---
U
---
U
---
U
--'
U
45,
2,4-Dinitrophenol
4.37
50.000
---
U
---
U
---
U
---
V
-'-
U
46.
Ethyl Methanesulfonate
5.26
20.000
---
U
---
U
---
U
---
U
---
U
47.
Methyl Mathaneeulfonate
4.92
10.000
---
U
---
U
---
U
---
U
---
U
48,
2-Nitrophenol
3.64
10.000
---
U
---
U
---
U
---
U
---
U
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

EWOmMUMM % Numpumbd
Drinking Water IDi 37715
114 OAKMONT DRIVE
PHONE [phone]
GREENVILLE. N,C. 27858
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
CLIENT ID:
6003 A
AMEC FOSTER
WHEELER
ENVIRONMENT
& INFRASTRUCTURE
ANALYST:
KPG
4021 STIRRUP CREEK DR. STE 100
DATE COLLECTED:
06/12/19
Page: 2
DURHAM, NC
27703
DATE EXTRACTED:
06/14/19
DATE ANALYZED:
06/20/19
REVIEWED BY:
DATE REPORTED:
08/08/19
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E
R6(18)
MW-Is
MW-1D MW-28
MW-2D
taw-3S
PARAMETERS, u9/1
MDL
MILL
49. 4-Nitrophenol
3.17
50,000 ---
U --- U ---
U
---
V --- U
50. Pentachlorophenol
5.33
25,000 ---
U --- U ---
U
---
U --- U
51, Phenol
1.86
10.000 ---
U I --- U ---
U
---
U --- U
52. 2,3,4,6-Tetrachlorophenol
3.12
10,000 ---
U --- U ---
U
---
U --- Ti
53. 2,4,5-Trichlorophenol
4.17
10.OD0 ---
U --- U ---
U
---
U --- U
54, 2,4,6-Trichlorophenol
3.84
10.000 ---
U --- U ---
U
---
U --- U
55. Acetophenone
2.89
10.000 ---
U --- U ---
U
---
U --- U
56. 2-Acetylamin0flUorane
3.99
20.000 ---
U --- U ---
U
---
U --- V
57. 4-Aminobiphenyl
4.12
20.000 ---
U --- U ---
U
---
U --- U
58, Benzyl Alcohol
4,47
2D.000 _--
U --- U ---
U
---
U --- U
59. 4-Chloroaniline
3.36
20.000 ---
U --- U ---
U
---
U --- U
60. Chlorobenzilate
5.12
10.000 ---
U --- U ---
U
---
U --- U
61, Diallate
2.98
10.000 ---
U --- U ---
U
---
U --- ❑
62, Dibenzofuran
4.28
10.D00 ---
U --- U ---
U
---
U --- U
63, 3,3-Dichlorobenzidine
4.22
20,000 ---
U --- U ---
U
---
U --- U
64, Dimethoate
3.98
20.000 ---
U --- U ---
U
---
U --- U
65. P-Dimethylaminoazobenzene
2.89
10.000 ---
V --- U ---
U
---
U --- U
66. 7,12-13imethylbenz[alanthracene
5.26
10.000 ---
U --- U ---
U
---
U --- U
67. 3,3-Dimethylbenzadine
3.21
10.000 ---
U --- U ---
U
_--
U "' U
6B, 1,3-Dinitrobanzene
2.89
20.000 ---
U --- U ---
U
---
U --- U
69. Diphenylamine
5.10
10.000 ---
U --- U ---
U
---
U --- U
10. ❑isulf0ton
4.28
10,000 ---
U "' U ---
U
--"
U --- U
71. Famphur
3.98
20.000 ---
U --- U ---
U
---
U --- U
72. Rexachloropropene
4.31
10.000 ---
U --- U ---
U
---
U --- U
73. Iaoeafrole
2.88
10.000 ---
U --- V ---
U
---
U --- U
74. Kepone
2.78
20,000 ---
U --- U ---
U
---
U --- U
75. Methapyrilene
3.54
100.000 ---
U --- U ---
V
---
U --- U
76. 3-Methylchloroanthrens
4.21
10,000 ---
U --- U ---
U
---
U --- U
77, 2-Methylnaphthalene
3,79
10.000 ---
U --- U ---
U
---
U --- U
7B. Methyl Parathion
4.32
10.000 ---
U --- U ---
U
---
U --- U
79. m-Cresol
3,81
1D.000 ---
U --- U '--
U
---
U --' U
80. 1,4-Naphthoquinone
4.00
10.000 ---
U --- U ---
U
---
U --- U
$1. 1-Naphthylamine
5.61
10.000 ---
U --- U ---
U
---
U 0
82, 2-Naphthylamine
4.62
10.000 ---
U --- U ---
U
---
U --- U
83. 2-Nitroaniline
3.61
50,000 ---
U --- U ---
U
---
U --- U
84. 3-24itroaniline
4.81
50,D00 ---
U U ---
U
---
U --- U
85. 4-Nitroaniline
4.22
20.000 ---
U --- U ---
U
---
U --- U
86. 5-Nitro-O-Toluidine
4.01
10.000 ---
U --- U "'
V
"'
U --- U
87. N-Nitrosodi-n-butylamine
3.63
10.000 ---
V --- U ---
U
---
U --- V
68. N-Nitronodiethylamine
3.83
20.000 ---
V --- U ---
U
---
U --- U
89, N-Nitrosomethylethylamine
3.83
10.000 ---
U --- U ---
U
---
U --- U
9o, N-Nitroeopiperidine
5.19
20,000 ---
U --- U ---
U
---
U V
91. N-Nitrosopyrrolidine
2.89
10.000 ---
U --- U ---
U
---
U --- U
92. Parathion
3.12
10,000 ---
U --- U ---
U
---
U -"" U
93. Pentachlorobenzene
3.92
10.000 ---
U --- U ---
U
---
U --- U
94. Pentachloronitrobenzene
3,71
20.000 ---
U --- U ---
U
---
U --- U
95. Phenacetin
4.41
20.000 ---
U --- U ---
U
---
U --- U
96. 1,4 Benzenediamine
2.09
10.000 ---
U --- U ---
U
--'
U --- U
= Estimated value between the MDL and MRL, V = Below ALL Quantitation
Limits.

ENW'0T@MH@V % hmpufflUd
Drinking Water IDi 37715
114
OAKMONT DRIVE
PHONE [phone]
GREENVILLE, N.C. 27858
FAX [phone]
CLIENT: JUDSON WEITEHURST (C&D LANDFILL)
CLIENT ID:
6003 A
AMEC FOSTER
WHEELER
ENVIRONMENT
& INFRASTRUCTURE
ANALYST:
KPG
4021 STIRRUP CREEK DR. STE 100
DATE COLLECTED:
06/12/19 Page: 3
DURHAM, NC
27703
DATE EXTRACTED:
06/14/19
DATE ANALYZED;
06/20/19
REVIEWED BY:
DATE REPORTED:
08/08/19
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E
R6(18)
MW-1S
MW-1D MW-2S
MW-2D MW-38
PARAMETERS, Ug/l
MDL MRL
97.
Pharate
3.86 10.000 ---
U --- U -'- U
'-- U --- U
98.
Pronamide
3.69 10.000 ---
U --- U --- U
'-' U --- V
99.
Safrole
4.12 10.000 ---
U --- U --- U
--- U --- U
100.
1,2,4,5-Tetraphlorobenzene
5.01 10.000 ---
U --- U --- u
--- U --- U
101.
Thionazin
4.62 20,000 ---
U --- U --- U
--- U --- U
102.
0-Toluidine
4.11 10.000 ---
U --- U --- U
--- U -"" U
103,
1,3,5-Trinitrobenzene
3.98 10.000 ---
U --- U --- U
--- U --- U
104.
0,0,0-Triethyl Phosphorothioate
3.61 10.000 ---
U --- U --- V
--- U --- U
105.
Eexachloroethane
1.49 10.000 ---
V --- U --- U
--- U --- U
106.
Ieodrin
3.11 20.000 ---
U --- U --- U
--- U --- V
J a Estimated Value between the MDL and MRL, U = Below ALL 4uantitation Limits.

EmAmMEW % hom
n
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID; 6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: KPG
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/12/19 Page; 4
DURHAM, NC 27703 DATE EXTRACTED: 06/14/19
DATE ANALYZED: 06/20/19
REVIEWED BY: DATE REPORTED: 08/08/19
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
PARAMETERS, u9%1
MDL
MRL
MW-3D
MW-3A
1,
Acenaphthene
2.66
10.000
---
U
---
U
2.
Acenaphthylene
2.60
10.000
---
U
---
U
3.
Anthracene
2.97
10,000
---
U
---
U
4,
Benzo[a]antrhacene
4.i6
10.000
---
U
---
U
5,
Benzo[b]fluoranthene
3.32
10.000
---
U
---
U
6,
Benzo[k]fluoranthene
4.23
10.000
---
U
---
U
7,
Benzo[g,h,i]perylene
2.61
10.000
---
U
---
U
a,
Benzo[a]pyrene
3.27
10.000
---
U
---
U
9.
4-Bromophenyl Phenyl Ether
2.63
10.000
---
U
---
U
10.
Butyl Benzyl Phthalate
5.70
10,000
---
U
---
U
11.
Bis(2-Chloroethoxy) Methane
3.14
10.000
---
U
---
U
12,
Bis(2-Chloroethyl) Ether
2.58
10,000
---
U
---
U
13.
Bie(2-Chloro-l-methylethyl) Ether
2.58
10.000
---
U
---
U
14.
2-Chloronaphthalene
2.17
10.000
---
U
---
U
15,
4-Chlorophenyl Phenyl Ether
2,42
10,000
---
U
---
U
16.
Chrysene
4.04
10.000
---
U
---
U
l7.
❑ibenzo(a,h)anthracene
2.78
10.000
---
U
---
U
18.
Di-N-Butyl Phthalate
3.09
30.000
---
U
---
U
19.
Dimethyl Phthalate
3.79
10.000
---
U
---
U
20,
piethyl Phthalate
3.92
10.000
---
U
---
U
21.
2,4-Dinitrotoluene
3.95
10.000
---
U
---
U
22,
2,6-Dinitrotoluene
3.88
10,000
---
U
---
U
23.
Di-N-Octyl Phthalate
2.91
10.000
»
U
---
U
24.
Bis-(2-Ethy1hexyl) Phthalate
9.97
25.000
---
U
---
U
25.
Fluoranthene
3.92
10.000
---
U
---
U
26.
Fluorene
2.95
10.000
---
U
---
U
27.
Hexachlorobenzene
2.61
10.000
---
U
---
U
20,
Hexachlarocyclopentadiene
4.16
10,000
---
U
U
29,
1ndeno[1,2,3-Cd]pyrene
2.91
10,000
---
V
---
U
30.
Isophorone
3.74
10.000
---
U
---
U
31.
Nitrobenzene
2.05
10.000
---
U
---
U
32.
N-Nitrosodimethylamine
4.25
10.000
---
U
---
U
33.
N-Nitrosodiphenylamine
3.95
10.000
---
U
---
U
34.
N-Nitrosodi-N-Propylamine
4,06
10.000
---
U
---
U
35,
ehenanthrene
3.24
10.000
---
U
---
U
36.
Pyrene
3,63
10.000
---
U
---
U
37,
4-Chloro-3-Methylphanol
3.79
20.000
---
U
---
U
38.
2-Chlorophenol
2.75
10.000
---
U
---
U
39.
0-Cresol
3.60
10.000
---
U
---
U
40.
p-Cresol
4.12
10.000
---
U
---
U
41.
2,4-Dichlorophenal
5.19
10,000
---
U
U
42.
2,6-Dichlorophenol
4.89
101000
---
V
---
U
43,
2,4-Dimethylphenol
3.21
10.000
---
V
---
U
44.
4,6-Dinitro-2-Methylphenol
4.77
50.000
---
U
---
V
45.
2,4-Dinitrophenol
4.37
50,000
---
U
---
U
46.
Ethyl Methanesulfonate
5.26
20.000
---
U
---
U
47.
Methyl MethanesulEonate
4.92
10.000
---
U
---
U
48,
2-Nitrophenol
3.64
10.000
---
U
---
U
a - Estimated value between the MDL and MRL, U = Below ALL Ruantitation Limits.

ERWITuMN&W % hcupmhd
Drinking Water ID: 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: KPG
4021 STIRRUP CREEK DR, STE 100 DATE COLLECTED: 06/12/19 Page: 5
DURHAM, NC 27703 DATE EXTRACTED: 06/14/19
DATE ANALYZED: 06/20/19
REVIEWED BY: DATE REPORTED: 08/08/19
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
PARAMETERS, ug/l
MDL
MRL
MW-3]]
MW-3A
49.
4-Nitraphonol
3.17
50.000
---
u
---
u
50,
Pentachlorophenol
5.33
25,000
---
u
---
u
51,
Phenol
1.96
10.000
---
u
---
u
52,
2,3,4,6-Tetrachlorophenol
3.12
10.000
---
u
---
u
53.
2,4,5-Trichloraphenol
4.17
10.000
---
a
---
U
54.
2,4,6-Trichloxophenol
3.64
10.000
-•-
a
---
u
55.
%ootophenone
2.89
10,000
---
u
---
u
56.
2-AcetylaminQfluorene
3.98
20.000
---
u
---
u
57,
4-Aminobiphenyl
4.12
20.000
---
U
---
V
58.
Benzyl Alcohol
4.47
20.000
---
U
---
u
59,
4-Chluroaniline
3.36
20.000
---
u
---
u
60,
Chlorobenzilate
5.12
10.000
---
u
---
u
61,
Diallate
2.98
10.000
---
u
---
u
62.
➢ibenzofuran
4.28
10.000
---
u
---
u
63.
3,3-Dichlorobenzidine
4.22
20.000
---
u
---
u
64.
Dimethoate
3.99
20.000
---
u
---
u
65.
P-Dimethylaminoazabenzene
2.89
10.000
---
u
---
u
66.
7,12-Dimethylbenzla]anthracena
5.26
10,000
---
u
---
u
67.
3,3-Dimethylbenzadine
3.21
10.D00
---
U
---
u
68.
1,3-Dinitrobenzene
2.B9
20.000
---
u
---
U
69,
Diphenylamine
5.1.0
10.000
---
u
---
u
70,
Disulfoton
4.20
10.000
---
u
---
u
71.
Famphur
3.96
20.000
---
u
---
u
72.
Hexachloropropene
4.31
10.000
---
u
---
u
73.
IeoeaErole
2,88
10.000
---
u
---
u
74.
Kepone
2.78
20.000
---
a
---
u
75.
Methapyrilene
3.54
100.000
---
u
---
u
76,
3-Methylchloroanthreno
4.21
10.000
---
u
---
u
77.
2-Mathylnaphthalene
3.79
10.000
---
u
---
u
79.
Methyl Parathion
4.32
10.000
---
u
---
u
79.
m-Cresol
3.81
10.000
---
u
---
u
80,
1,4-Naphthoquinone
4.00
10.000
---
U
"--
u
81.
1-Naphthylamine
5.61
1u,D00
---
u
---
u
92,
2-Naphthylamine
4.62
10.000
---
u
---
u
83.
2-Nitroaniline
3.61
50,000
---
u
---
u
64.
3-Nitroaniline
4.01
50.000
---
u
---
u
85.
4-Nitroaniline
4.22
20,000
---
u
---
U
86.
5-Nitro-O-Toluidine
4.01
10.000
---
u
---
u
$7.
N-Nitrosodi-n-butylamine
3.63
10.000
---
U
---
u
08.
N-Nitrosodiethylamine
3,83
20.000
---
u
---
u
e9.
N-Nitrosomethylethylamine
3.B3
10.000
---
u
---
u
90.
N-Nitrosopiperidine
5.19
20.000
---
u
---
u
91.
N-Nitrosopyrrolidine
2,89
10.000
---
u
---
u
92.
Parathion
3.12
10.000
---
u
---
u
93,
Pentachlarobenzene
3.92
10.000
U
-"
u
94.
Pentachloronitrobenzene
3.71
20.000
---
u
---
u
95.
Phenacetin
4.41
20,00o
---
U
---
u
96.
1,4 Benzenediamine
2.99
10,000
---
u
---
u
a = Hatimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

NRW'w@[MH(pV % hnTpumUd
Drinking Water ID: 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: KPG
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/12/19 Page: 6
DURHAM, NC 27703 DATE EXTRACTED: 06/14/19
DATE ANALYZED: 06/20/19
REVIEWED Ely: _ DATE REPORTED: 08/08/19
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
PARAMETERS, u9/1 MDL MRL
MW-3D
MW-3A
97. Phorate
3.86
10.000
--- u
--- u
98. Pronamide
3.69
10.000
--- u
--- U
99. Safrole
4.12
10,000
--- U
--- u
100. 1,2,4,5-Tetrachlorobenzene
5.01
10.000
--- u
--- u
101. Thionazin
4.62
20.000
--- u
--- u
102, 0-Toluidine
4.11
10.000
--- u
--- u
103. 1,3,5-Trinitrobenzene
3,98
10.000
--- u
" ' D
104. 0,0,0-Triethyl Phonphorothioate
3.61
10.000
--- u
--- u
105. Hexachloroethane
1.49
10.000
--- u
_-- u
106, isodrin
3.11
20,000
--- U
--- u
a = Estimated value between the MAL and MRL, u - Below ALL Quantitation Limits.

NflW'0F@flH@V % hmpumbd
Drinking Water ID; 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
REVIEWED BY: /� f
LANDFILL APPENDIX 11
P.PA MRTHOD 82 6 0D R4 (18 )
PHONE [phone]
FAX [phone]
CLIENT ID: 6003 A
ANALYST: JAP
DATE COLLECTED: 06/12/19 Page: 1
DATE REPORTED: 08/08/19
Date
Analyzed
06/24/19
06/24/19
06/24/19
06/24/19
06/25/19
MW-15
KW -ID
MW-25
MW-2D
MW-35
PARAMETERS, ug/l
MDT,
MRL
1.
Chloramethane
0.77
3.000
---
U
---
U
---
U
---
U
---
U
2.
Vinyl Chloride
0.12
0.200
---
U
---
U
---
U
---
U
---
U
3,
Bromomethane
0,67
10.000
---
V
---
U
---
U
---
U
---
U
4,
Chloroethane
0.48
10.000
---
U
---
U
---
U
---
U
---
U
5,
Trichlor0fluoramethane
0.24
1.000
---
U
---
U
---
U
---
U
---
U
6.
1,1-Dichloroethene
0,17
5.000
---
U
---
U
---
U
---
U
---
U
7.
Acetone
9.06
100.000
---
U
---
U
---
U
---
V
---
U
B.
iodomethane
0.26
10.000
---
U
---
U
---
U
---
U
---
U
9.
Carbon Disulfide
0.23
100,000
---
U
---
U
---
U
-'-
U
---
U
10.
Methylene Chloride
0.64
1,000
---
U
---
U
---
U
---
U
---
U
11,
trans-1,2-Dichloroethene
0.23
5.000
---
U
--^
U
---
U
---
U
-'-
U
12.
1,1-Dichloroethane
0.20
5.000
---
U
---
U
---
V
---
U
---
U
13,
Vinyl Acetate
0.20
50.000
---
U
---
U
---
U
---
U
---
U
14.
Cis-1,2-Dichloroethene
0.25
5.000
---
U
---
U
---
U
---
U
"--
U
15.
2-Butanone
2.21
100.000
---
U
---
U
---
U
---
U
---
U
16.
Bromochlaromethane
0.27
3.000
---
U
---
U
---
U
---
U
---
U
17.
Chloroform
0.25
5.000
---
U
---
U
---
U
---
U
---
U
18,
1,1,1-Trichloroethane
0,19
1.000
---
U
---
U
---
U
---
U
---
V
19.
Carbon Tetrachloride
0.04
0,200
---
U
---
U
---
U
---
U
---
U
20.
Benzene
0,24
1.000
---
U
---
U
---
U
---
U
0.09
J
21,
1,2-Dichloroethane
0.02
0,200
---
❑
---
U
---
U
---
U
0.11
.7
22.
Trichloroethene
0.23
1.000
---
U
---
U
---
U
---
U
--"
U
23.
1,2-Dichloropropane
0.04
0.200
---
U
---
U
---
U
---
U
---
U
24.
Bromodichloromethane
0.04
0,200
---
U
---
U
---
U
---
U
---
U
25.
Cie-1,3-Dichloropropene
0.06
0.200
---
U
---
U
---
U
---
U
---
U
26.
4-Methyl-2-Pentanone
1.19
100,000
---
U
---
U
---
U
---
U
---
U
27.
Toluene
0.23
1,000
---
U
1.09
---
U
---
V
---
U
28,
trana-1,3-Dichloropropene
0.04
0.200
---
U
---
U
---
U
---
U
---
U
29.
1,1,2-Trichloroethane
0.03
0,200
---
U
---
U
---
U
---
U
---
U
3U.
Tetrachloroethene
0.10
0.200
---
U
---
V
---
U
---
U
---
U
31.
2-Hexanone
1.57
50.000
---
U
---
U
---
V
---
U
---
U
32.
❑ibromochloromethane
0.03
0.200
---
D
---
U
---
U
---
U
---
U
33.
1,2-Dibromoethane
0.03
0.200
---
U
---
U
---
U
---
U
" '
U
34,
Chlorobenzene
0.30
3.000
---
U
---
U
---
U
---
U
---
U
35.
1,1,1,2-Tetrachloroethane
0.22
11000
---
U
---
U
---
U
---
U
---
U
36,
Bthylbenzene
0.21
1.000
---
U
---
U
---
U
U
U
37.
XyleneS
0,6B
5.000
---
U
---
U
---
U
"'
U
-""
U
38.
Dibromomethane
0.28
10.000
---
U
---
U
---
U
---
❑
---
U
39.
Styrene
0.19
1.000
---
U
-"-
U
---
U
---
U
---
U
40.
BromoEorm
0.20
3.000
---
U
---
U
---
U
---
U
---
U
41,
1,1,2,2-Tetrachloroathane
0.03
0.200
---
U
---
U
---
U
---
U
---
U
42.
1,2,3-Trichloropropane
0.09
0.200
---
U
---
U
---
U
---
U
---
U
43.
1,4-Dichlorobenzene
0.39
1.000
---
U
---
U
---
U
---
U
---
U
44.
1,2-Dichlorobenzene
0.32
5,000
---
U
---
U
---
U
---
U
---
U
45,
1,2-Dibromo-3-Chloropropane
0.07
0.200
---
U
---
U
---
U
---
U
---
U
46,
Acrylonitrile
2.72
200.000
---
U
---
U
---
U
---
U
U
47,
trane-1,4-Dichloro-2-Butene
0,42
100.000
---
U
U
--
U
U
U
S . Estimated value between the MDL and MRL, U F Below ALL Quantitation Limits,

ElmAmm(W alp hmpmAd
Drinking Water ID; 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR, STE 100
DURHAM, NC 27703
REVIEWED BY:
LANDFILL APPENDIX 11
EPA METHOD 8260D R4(18)
PHONE [phone]
FAX [phone]
CLIENT ID: 6003 A
ANALYST: JAP
DATE COLLECTED: 06/12/19 Page: 2
DATE REPORTED: 08/08/19
Date
Analyzed
06/24/19
06/24/19
06/24/19
06/24/19
06/25/19
MW-lS
MW-1D
MW-2S
MW-2D
MW-39
PARAMETERS, u9/1
MDL
MRL
48.
Acrolein
1.97
4.000
---
U
---
U
---
U
---
U
---
U
49.
Allyl chloride
0.20
10.000
---
U
---
U
---
U
---
U
U
5o,
chloroprene
0.21
20.000
---
U
---
U
---
U
---
V
---
U
51,
1,3-Dichlorobenzene
0.41
5.000
---
U
---
U
---
U
---
U
---
U
52.
Dichlorodifluoromethane
0.51
5,000
---
U
---
U
---
U
---
U
---
U
53.
1,3-Dichloropropane
0.20
1.000
---
U
---
U
---
U
---
U
---
U
54.
2,2-Dichloropropane
0.17
15,000
---
U
---
U
---
U
---
U
---
U
55,
1,1-Dichloropropane
0,22
5.000
---
U
---
U
---
V
---
U
.--
U
56.
Bthyl Methacrylate
0.16
10,000
---
U
---
U
---
U
---
U
---
U
57.
Hexachlorobutadiene
0.10
0.200
---
U
---
U
---
U
---
U
---
V
58.
Isobutyl Alcohol
12.80
100.000
---
U
---
U
---
U
---
V
---
V
59.
Methacrylonitrile
1.93
100.000
---
U
---
U
---
U
---
U
---
U
60.
Methyl Methacrylate
0.25
30.000
---
U
---
U
---
U
---
U
---
U
61,
Naphthalene
0,47
6.000
---
U
---
U
---
U
---
U
---
U
62.
Propionitrile
3,26
150.000
---
U
---
U
---
U
---
U
---
U
63.
1,2,4-Trichlorobenzane
0.50
10.000
---
U
---
U
---
U
---
U
---
U
64.
Acetonitrile
36.29
55.000
---
U
---
U
---
U
---
U
---
U
65.
Tetrahydrofuran
0.39
1.000
0.62
J
43.30
3.94
0.51
1
26.60
66.
1,4-Dioxane
2.71
3.000
---
U
---
U
11.90
---
U
176.00
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limita.

EnArmu(M % hmpuMNA
Drinking Water ID; 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: CUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
PHONE [phone]
FAX [phone]
CLIENT ID: 6003 A
ANALYST; JAP
DATE COLLECTED: 06/12/19 Page: 3
DATE REPORTED: 08/08/19
PARAMETERS, Ug/l
Data Analyzed
MDL MRL
06/24/19
MW-3D
06/24/19
MW-3A
06/24/l9
Trip
Blank
1,
Chloromethane
0.77
3.000
1.97
J
---
U
---
U
2,
Vinyl Chloride
0.12
0.200
---
U
---
U
---
U
3.
Bremomethane
0.67
20.000
---
U
-"
U
---
U
4.
Chloroethane
0.48
10.000
---
U
---
U
---
U
5.
Trichlorofluoromethane
0,24
1.000
---
U
---
U
---
U
6,
1,1-Dichloroethene
0.17
5,000
---
U
---
U
---
U
7.
Acetone
9106
100.000
---
U
---
U
---
U
B.
lodomethane
0.26
10.000
---
U
---
U
---
U
9,
carbon Disulfide
0.23
100.000
---
U
---
U
---
U
10.
Methylene Chloride
0.64
1.000
---
V
---
U
---
U
11,
trans-1,2-Diehloroethene
0.23
5.000
---
U
---
U
__..
U
12.
1,1-Dichloroathane
0.20
5.000
---
U
---
U
'--
U
13.
Vinyl Acetate
0.20
50.000
---
U
---
V
---
U
14,
Cis-1,2-Dichloroathene
0.25
5.000
---
U
---
U
---
U
15.
2-Butanone
2.21
100.000
---
U
---
U
---
U
16.
Bromochloromethane
0.27
3.000
---
U
---
U
---
U
17.
Chloroform
0.25
5.000
---
U
---
U
---
U
18.
1,1,1-Trichloroethane
0.19
1.000
---
U
---
U
---
U
19.
Carbon Tetrachloride
0.04
0.200
---
U
---
V
'"'
U
20,
Benzene
0.24
1.000
---
U
1.00
---
U
21,
1,2-]Aichloroethane
0.02
0,200
---
U
0.13
J
---
U
22,
Trichloroethene
0.23
11000
---
U
---
U
---
U
23.
1,2-Dichloropropene
0.04
0.200
---
U
---
U
---
U
24.
Bromodichloromethane
0,04
0.200
---
U
---
U
---
U
25.
Cie-1,3-Dichloropropene
0.06
0,200
---
U
---
U
---
U
26.
4-Methyl-2-Pentanone
1,19
100,OOD
---
U
---
U
---
U
27,
Toluene
0.23
1.000
---
V
---
V
---
U
2S.
trane-1,3-Dichloropropene
0.04
0.200
---
U
---
U
---
U
29.
1,1,2-Trichloroethane
0.03
0,200
---
U
---
U
---
U
30,
Tetrachloroethane
0.10
0.200
---
U
---
U
---
U
31.
2-Hexanone
1.57
50.000
---
U
---
U
---
U
32.
Dibromachloromethane
0.03
0.200
---
U
---
U
---
U
33.
1,2-Dibromoethane
0.03
0.200
---
U
---
U
.--
U
34.
Chlorobenzene
0,3o
3.000
---
U
---
U
---
U
35,
1,1,1,2-Tetrachloroethane
0.22
1.000
---
U
---
U
---
U
36,
Ethylbenzene
0,21
1.000
---
U
---
U
---
U
37.
Xylenea
0.68
5.000
---
U
---
U
---
U
38.
Dibromomethane
0.29
10.000
---
U
---
U
V
39,
Styrene
0.19
1.000
---
U
---
U
U
40.
Bromoform
0.20
3.000
---
U
---
U
---
U
41.
1,1,2,2-Tetrachloroethane
0.03
0.200
---
U
---
U
---
U
42.
1,2,3-Trichloropropane
0.09
0.200
---
V
---
U
---
U
43,
1,4-Dichlorobenzene
0.39
1.000
---
U
---
U
---
U
44,
1,2-Dichlorobenzene
0.32
5.000
---
U
---
U
---
U
45.
1,2-Dibromo-3-Chloropropane
0.07
0.200
---
U
---
U
_--
U
46.
Acrylonitrile
2.72
200.000
---
U
---
U
---
U
47.
trana-1,4-Dichloro-2-Butane
0.42
100.000
---
U
---
Ti
---
U
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits,

Efiw'mflaW % hmpudod
Drinking Water 1Di 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
PHONE [phone]
FAX [phone]
CLIENT ID: 6003 A
ANALYST: J'AP
DATE COLLECTED: 06/12/19 Page: 4
DATE REPORTED: 08/08/19
PARAMETERS, ug/1
Date
MDL
Analyzed
MRL
06/24/19
MW-3D
06/24/19
MW-3A
06/24/19
Trip
Blank
48.
Acrolein
1.97
4,000
---
U
---
U
---
U
49,
A11yl chloride
0.20
10.000
---
U
---
U
---
U
50.
Chloroprene
0,21
20.000
---
U
---
U
---
U
51.
1,3-Dichlorobenzene
0.41
5.000
---
U
---
U
---
U
52.
Dichlorodifluoromethane
0.51
5.000
---
U
---
U
---
U
53.
1,3-Dichloropropane
0.28
1.000
---
U
---
U
--'
U
54,
2,2-Dichloropropane
0.17
15.000
---
U
---
U
---
U
55.
1,1-Dichloropropene,
0.22
5,000
---
U
---
U
---
U
56.
Ethyl Methacrylate
0.16
10.000
---
U
---
U
---
U
57.
Rexachlorobutadione
0.10
0.200
---
U
---
U
---
U
58,
lsabutyl Alcohol
12.80
100,000
---
U
---
U
---
U
59.
Methacrylonitrile
1.93
100.000
---
U
---
U
---
U
60,
Methyl Methacrylate
0,25
30.000
---
U
---
U
---
U
61,
Naphthalene
0.47
6.000
---
U
---
V
---
U
62.
Propionitrile
3.26
150,000
---
U
---
U
---
U
63,
1,2,4-Trichlorobenzene
0.50
10.000
---
U
---
U
---
V
64.
Acetonitrile
36.29
55.000
---
U
---
U
---
U
65.
Tetrahydrofuran
Q,39
1.000
0.52
J
8.44
---
U
66.
1,4-Dioxane
2.71
3.000
---
U
66.90
--
u
J n Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

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ElmdomMEW Flo howpumUd
Drinking Water ID: 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM ,NC 27703
PARAMETERS MDL
PH {field measurement), Unite
BOD, mg/l
2.0
COD, mg/1
0.840
Nitrate Nitrogen as N, mg/1
0.009
Total Organic Carbon, mg/1
0.129
Alkalinity (to pH 4.5), mg CaCO3/1
1.0
Chloride, mg/l
5.0
Cyanide, ug/1
5.0
Total Hardness, mg/l
Total Dissolved Residue, mg/1
1.0
Total Dissolved Residue, mg/l
1.0
Sulfate, mg/l
5.0
Antimony, ug/l
0.03
Antimony, ug/l
0.01
Arsenic, Ug/l
0.42
Arsenic, ug/1
0.42
Arsenic, ug/1
0.42
Barium, ug/1
0.03
Barium, ug/l
0.03
Beryllium, ug/l
0.05
Beryllium, ug/l
0.05
Cadmium, ug/1
0.02
Cadmium, ug/l
0,02
Cobalt, ug/1
0.03
Cobalt, ug/l
0.03
Total Chromium, ug/1
0115
Total Chromium, ug/1
0.15
copper, ug/1
D.03
Copper, ug/1
0.03
iron, ug/1
4.96
Iron, ug/1
4.96
Manganese, ug/l
0.32
Manganese, ug/l
0.31
Lead, ug/1
0.03
Lead, ug/1
0.03
Mercury, ug/1
0.05
Nickel, ug/l
0.03
Nickel, ug/1
0.03
Selenium, ug/1
0.53
Selenium, ug/1
0.53
Selenium, ug/1
0.53
Silver, ug/1
0.05
Silver, ug/1
D.05
MW-9A
MRL
PHONE [phone]
FAX [phone]
ID#: 6003 B
DATE COLLECTED: 06/18/19
DATE REPORTED : 08/08/19
REVIEWED BY.
MW-10 MW-11 MW-13 MW-12s Analysis Method
6.7
6.3
6.8
6.2
2,0
--- U
11
--- U
--- U
20.0
22
276
67
55
0.04
--- U
--- U
--- U
0.46
1.0
4,96
106.3
26.76
22.32
1.0
196
1340
528
232
5.0
11
77
36
14
5.0
--- U
--- U
--- U
--- U
267
1120
659
263
10
366
1780
902
409
10
5.0
105
171
204
7.2
IA
--- U
0.21 J
1.0
0,03 J
0.10 J
5.0
--- U
9
5,0
5.5
2.3 J
5.0
10.0
47,7
321
10.0
72.2
45.8
1.0
--- U
0.12 J
1.0
0.22 J
0.06 J
1.0
--- U
0.11 J
1.0
0.12 J
0.05 J
1.0
0.11 J
1.9
1.0
0.90J
0.75J
5.0
--- U
19
5,0
0.77 J
0.30 J
10.0
0. 84 J
0. go J
10.0
0.31 J
0.56 J
50.0
2527
151
19952
5680
50.0
10.0
113
158
244
59
10.0
5.0
--- U
--- U
5.0
--- U
0.11 J
0.20
--- U
--- U
--- U
--- U
10.0
1.7 J
9.3 J
10.0
3,81
2.2J
10,0
0.35J
4.1J
10 , 0
1. 2 J
0.73 J
10,0
5.0
- -- U
- -- U
5.0
- -- U
--- U
J = Estimated value between the MDL and MRL, U = Below ALL 4uantitation Limits.
Date Analyst Code
6.6 06/18/19 SEB 4500HB-11
8.5 06/19/19 JTH 5210E-11
620 06/21/19 SEJ H8000-79
--- U 06/19/19 BID 353.2 R2-9
220 06/24/19 SEJ 531OC-11
1730 06/24/19 TCW 232OB-11
260 06/24/19 JTH 45000LB-11
--- U 06/26/19 SEJ 450OCNE-11
749 06/24/19 TCW 2340C-11
06/20/19 MAR 254OC-11
2150 06/25/19 KDS 254OC-11
111 06/19/19 SECT 4$00SO42E1
2.9 07/18/19 LFJ EPA200.8
06/21/19 LFJ EPA200.8
D7/18/19 LFJ EPA200.8
06/21/19 LFJ EPA200.8
54 00/07/19 MTM 3113E-10
759 07/18/19 LFJ EPA200.8
06/21/19 LFJ EPA200.8
0.08 J 07/10/19 LFJ SPA200.0
06/21/19 LFJ EPA200.8
--- U 07/10/19 LFJ EPA200.8
06/21/19 LFJ EPA200.8
3.2 07/10/19 LFJ EPA200.8
06/21/19 LFJ EPA200.8
55 07/18/19 LFJ EPA200.8
06/21/19 LFJ EPA200.8
2.5 J 07/18/19 LFJ EPA200.8
06/21/19 LFJ EPA200.8
07/01/19 LFJ EPA200.7
2164 07/03/19 LFJ EPA200.7
07/01/19 LFJ EPA200.7
511 07/03/19 LFJ EPA200.7
--- U 07/18/19 LPJ EPA200.8
06/21/19 LFJ EPA200.8
--- U 07/15/19 MTM 245.1 R3-9
9.1J 07/28/19 LFJ EPA200.8
06/22/19 LFJ BPA200,8
07/10/19 LFJ EPA200.8
06/21/19 LFJ EPA200,9
1 J 08/07/19 MTM 3113E-10
--- U 07/18/19 LFJ EPA200.6
06/24/19 LFJ EPA200.8

Drinking water ID: 37715
m.pr. Arar Tn. in
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
ID#: 6003 B
3UDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE DATE COLLECTED: 06/18/19
4021 STIRRUP CREEK DR. STE 100 DATE REPORTED : 08/08/19
DURHAM ,NC 27703
REVIEWED BY: Z�
MW-9A KW-10 MW-11 MW-13 MW-12e Analysis Method
PARAMETERS MDL MRL Date Analyst Code
Thallium, u9/1 0.05 1.0 --- U 0.18 J 0.07 J 07/18/19 LPJ EPA200.8
Thallium, ug/l 0.05 1.0 --- U 0.12 J 06/21/19 LFJ EPA200.8
Tin, ug/1 0,05 100,0 --- U --- U --- U --- U --- U 07/29/19 LFJ EPA200.8
Vanadium, ug/l 0.03 1.0 0.54 J 9.5 40 07/29/19 LFJ EPA200.B
Vanadium, ug/l D.03 1.0 3.2 1.5 06/21/19 LFJ EPA200.8
zinc, ug/l 0.11 10.0 4.2 J 2.7 J 4.4 J 07/18/19 LFJ EPA200.8
Zinc, ug/l 0.11 10.0 6.0 J 4.7 J 06/21/19 LFJ EPA200.8
Sulfide, ug/1 100 1000 --- U 849 J --- U --- U --- U 06/25/19 LFJ 450092D-11
Conductivity (at 25c), uMhos/cm 1.0 1.0 556 2803 1010 516 4190 06/18/19 SEB 2510E-11
Dissolved Oxygen, mg/l 0.1 0.1 0.67 3.41 0.62 1.22 1.03 06/18/19 SEB 45000G-11
Temperature, °C 23 22 26 24 26 06/18/19 SEB 2550E-10
Static Water Level, feet 6.54 3.79 4.54 8.48 4.72 06/18/19 SEB
Well Depth, feet 23.17 22.73 23.84 20,68 22.93 06/10/19 SEB
Carbon Dioxide, mg/1 1.0 1.0 48 408 246 462 151 06/18/15 KDS 45000O2C-1
ORF, my [phone] +15 -50 06/18/19 SEB 2580B
Turbidity (Field), NTU 2.0 1.0 7.67 5.68 5.80 8.44 6.28 06/18/19 SEB 213OB-11
J n Estimated value between the M➢L and MRL, U = Below ALL Quantitation Limits.

ENnhERM Ala hcupamUd
Drinking Water ID: 37715
114 OAKNIONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 B
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: HIC
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/18/19
DURHAM, NC 27703 DATE EXTRACTED: 06/21/19
DATE ANALYZED: 07/30/19
REVIEWED BY: DATE REPORTED: 08/08/19
PESTICIDES AND PCB'S
EPA METHOD 8081E R2(07)
PARAMETERS, ug/l
MDL
MRL
KW-9A
MW-10
MW-11
MW-13
MW-12e
1.
Aldrin
0,029
0.050
---
U
---
U
---
U
---
V
---
U
2,
Alpha-BHC
0.032
0.050
---
U
---
U
---
U
---
U
---
U
3,
Beta-BHC
0.031
0,050
---
U
---
U
---
U
---
U
0.06E
4.
Delta-BHC
0.030
0.050
---
U
---
U
---
U
---
U
---
U
5.
Gamma-BHC {Lindane)
0.032
0.050
---
D
---
v
---
U
---
U
---
U
6,
Chlordane
0.320
0.500
---
U
---
V
---
U
--
U
---
U
7.
4,4-DDD
0.051
0.100
---
U
---
U
---
U
---
U
---
V
8.
4,4-DDE
0.049
4.100
---
U
---
U
---
U
---
U
---
U
9.
4,4-DDT
0.052
0.100
---
U
---
U
---
U
---
U
---
U
10.
Dieldrin
0.042
0.075
---
U
---
U
---
U
---
U
---
U
11.
EndoeulEan I
0.056
0.100
---
U
---
U
---
U
---
U
---
U
12,
EndoeulEan II
0.046
0.100
---
U
---
U
---
U
---
U
---
U
13,
Endoeulfan Sulfate
0.072
0.100
---
U
---
U
---
U
---
U
---
U
14.
Endrin
0.053
01100
---
U
---
U
---
U
---
U
---
U
15.
Endrin Aldehyde
0.06E
0.100
---
V
---
U
---
U
---
U
---
U
16.
Heptachlor
0.039
0.050
---
U
---
U
---
U
---
U
---
U
17.
Heptachlor Epoxide
0.042
0.075
---
U
---
U
---
U
---
V
---
U
18.
Methoxychlor
0,530
1.000
---
U
---
U
---
U
---
V
---
U
19.
Pcble (Araclors)
0,500
2.000
---
U
---
U
---
U
---
V
---
U
20.
Toxaphene
0,690
1.500
---
U
---
U
---
U
---
U
---
U
.T = Estimated value between the MDL and MRL, V = Below ALL Quantitation Limits.

NuAff @RUM alp bw pff V@d
Drinking Water ZDs 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 B
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/18/19
DURHAM, NC 27703 DATE EXTRACTED: 06/20/19
DATE REPORTED: 08/08/19
REVIEWED BY: -
LANDFILL APPENDIX II
EPA METHOD 8151A R1(96)
Data Analyzed
07/01/19
07/01/19
07/01/19
07/02/19
07/01/19
MW-9A
MW-10
MW-11
MW-13
MW-12s
PARAMETERS, u9/1 MDL MRL
1. 2,4-1)
0.36
2,000
--- U
--- U
--- U
--- U
--- U
2. Dinoaeb
0.54
1.000
--- U
--- U
--- U
--- U
--- U
3. 2,4,5-TP
0.42
2.000
--- U
--- U
--- U
--- v
--- U
4. 2,4,5-T
0.47
2.000
--- U
--- U
--- U
--- U
--- U
J A Estimated value between the MDL and MRL, U - Below ALL Quantitation Limits.

mlow,mmmW 1, hmpumbd
Drinking Water ID; 37715
114 OAKMONT ©RIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 B
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/18/19 Page: 1
DURHAM, N 27703 DATE EXTRACTED: 06/24/19
DATE ANALYZED: 07/03/19
REVIEWED BY: DATE REPORTED: 08/08/19
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
PARAMETERS, ug/l
MDL
MRL
MW-9A
MW-10
MW-11
MW-13
MW-12s
1.
Acenaphthene
2.66
10.000
---
U
---
U
---
U
---
U
---
U
2.
Acenaphthylene
2.60
10,000
---
U
---
U
---
U
---
U
---
U
3,
Anthracene
2.97
10,000
---
V
---
U
---
U
---
U
---
U
4.
Benzota]antrhacene
4.16
10.000
---
U
---
U
---
U
---
U
---
U
5.
Benzo[b]fluoranthene
3.32
10.000
---
U
---
U
---
U
---
U
---
U
6.
Benzo[k]fluoranthene
4.23
1D.000
---
U
---
U
---
U
---
U
---
U
7.
Benzo[g,h,i]perylene
2.61
10.000
---
U
---
U
---
U
---
U
---
U
8,
Benzc[a]pyrene
3.27
10,000
---
U
---
U
---
U
---
U
---
U
9.
4-Bromophenyl Phenyl Ether
2.63
10,000
---
U
---
U
---
U
---
U
---
U
10,
Butyl Benzyl Phthalate
5.79
10,000
---
U
---
U
---
U
---
U
---
U
11.
Bie(2-Chloroethoxy) Methane
3.14
10.000
---
U
---
U
---
U
---
U
---
U
12.
Bia(2-Chloroethyl) Ether
2.58
10.000
---
U
---
U
---
U
---
U
---
U
13.
Bis(2-Chloro-l-methylethyl) Ether
2.5B
10.000
---
U
---
U
---
U
---
U
---
U
14.
2-Chloronaphthalene
2.17
10,Goo
---
U
---
U
---
U
---
U
---
U
15.
4-Chlorophenyl Phenyl Ether
2.42
10,DD0
---
U
---
U
---
U
---
U
---
U
16,
Chryaene
4.04
10.000
---
U
---
U
---
U
---
U
---
U
17.
Dibenzo[a,h]anthracene
2,70
10.DD0
---
U
---
V
---
U
---
U
---
U
10,
Di-N-Butyl Phthalate
3.09
10,000
---
U
---
U
---
U
---
U
---
U
19.
Dimethyl Phthalate
3.78
10.000
---
U
---
U
---
U
---
U
---
U
20.
Diethyl Phthalate
3.92
10.000
---
U
---
U
---
U
---
U
---
U
21.
2,4-Dinitrotoluene
3,95
10,000
---
U
---
U
---
U
---
V
---
U
22.
2,6-Dinitrotoluene
3.88
10.000
---
U
---
U
---
U
---
U
---
U
23.
Di-N-Octyl Phthalate
2,81
10.000
---
U
---
U
---
U
---
U
---
U
24.
Bis-(2-13thylhexyl) Phthalate
9.97
15.000
---
U
---
11
---
U
---
U
---
U
25,
Fluoranthene
3.92
10,000
---
U
---
U
---
U
---
U
---
U
26.
Fluorene
2.95
10.000
---
U
---
U
---
U
---
U
---
U
27.
Hexachlorobenzene
2.61
10.000
---
U
---
U
---
U
---
U
---
U
28.
Hexachlorocyclopentadiene
4,16
10.000
---
U
---
U
---
U
---
U
---
U
29,
Indeno[1,2,3-Cd]pyrene
2191
10.000
---
U
---
U
---
U
---
U
---
U
30.
Isophorone.
3.74
10.000
---
U
---
U
---
U
---
U
---
U
31,
Nitrobenzene
2.85
10,000
---
U
---
U
---
U
---
U
---
U
32.
N-Nitr000dimethylamine
4.25
10.000
---
U
---
U
---
U
---
U
---
U
33.
N-Nitrosodiphenylamine
3.95
10,000
---
U
---
U
---
U
---
U
---
U
34.
N-Nitroeodi-N-Propylamine
4.06
10.000
---
U
---
U
---
U
---
U
---
U
35.
Phenanthrene
3.24
10.000
---
U
---
U
---
U
---
U
---
U
36.
Pyrene
3.63
10.000
---
U
---
U
U
---
U
---
U
37.
4-Chloro-3-Methylphenol
3.79
20.000
---
U
---
U
---
U
---
U
---
U
38.
2-Chlorophenol
2,75
10.000
---
U
---
U
---
U
---
U
---
U
39,
D-Cresol
3.68
10.000
---
U
---
U
---
U
---
U
---
U
40.
P-Cresol
4,12
10.000
---
U
---
U
---
U
---
U
---
U
41,
2,4-Dichlorophenol
5.19
1D.000
---
U
---
U
---
U
---
U
---
U
42.
2,6-Dichlorophenol
4.89
10.000
---
U
---
U
---
U
---
V
---
U
43.
2,4-Dimethylphenol
3.21
10.000
---
U
---
U
---
U
---
U
---
U
44.
4,6-Dinitro-2-Methylphenol
4.77
50.000
---
U
---
U
---
U
---
U
---
U
45.
2,4-Dinitrophenol
4.37
50.000
---
U
---
U
---
U
---
U
---
U
46,
Ethyl Mathanesulfonate
5.26
20.000
---
U
---
U
---
U
---
U
---
V
47.
Methyl Methaneeulfonate
4.92
10.000
---
U
---
U
---
U
---
U
---
U
48.
2-Nitrophenol
3,64
10.000
---
U
---
U
---
U
---
U
---
V
J = Eatimated value between the MDL and MRL, U - Below ALL Quantitation Limits,

Emwokomm@M % hCupumho
Drinking Water IDs 37715
114 OAKMONT DRIVE
GREENVILLE, N.C, 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 B
AMEC FOSTER WHEELER.
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/18/19 Page: 2
DURHAM, NC 27703 DATE EXTRACTED: 06/24/19
DATE ANALYZED: 07/03/19
REVIEWED BY: DATE REPORTED: 08/08/19
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
PARAMETERS, ug/l
MDL
MRL
MW-9A
MW-10
MW-11
KW-13
MW-12s
49.
4-Nitrophenol
3.17
50.000
---
U
---
U
---
U
---
U
---
U
50.
Pentachlorophenol
5.33
25,DD0
---
U
---
U
---
U I
---
U
---
U
51.
Phenol
1.86
10.000
---
U
---
U
_--
U
---
V
---
U
52.
2,3,4,6-Tetrachlorophenol
3,12
10.000
---
U
---
U
---
U
---
U
---
U
53.
2,4,5-Trichlorophenol
4.17
10.000
---
O
---
U
---
U
---
U
---
U
54.
2,4,6-Trichlorophenal
3.94
10.000
---
U
---
U
---
V
---
U
---
U
55,
Acetophenone
2.89
10.000
---
U
---
U
---
U
---
U
---
U
56.
2-Acetylaminofluorene
3.96
20.000
---
U
---
U
---
U
---
U
---
V
57.
4-Aminobiphenyl
4.12
20,000
---
U
---
U
---
U
---
U
---
U
58,
Benzyl Alcohol
4.47
20,000
---
U
---
U
---
U
---
a
---
U
59,
4-Chloroaniline
3.36
20.000
---
U
---
U
---
U
---
U
---
U
6D.
Chlorobenzilate
5.12
10.000
---
U
---
U
---
U
---
U
---
U
61,
Diallate
2.98
10.000
---
U
^--
U
---
U
'-'
U
---
U
62.
Dibenzofuran
4.28
10.000
---
U
---
U
---
U
---
U
---
U
63.
3,3-Dichlorobenzidine
4.22
20.000
---
U
---
V
---
U
---
U
---
U
64.
Dimethoate
3.90
20.000
---
U
---
U
---
U
---
U
--^
U
65.
P-Dimethylaminoazobenzene
2.89
10.000
---
U
---
U
---
U
---
U
---
U
66.
7,12-Dimethylbenz[a]anthracene
5.26
10.000
---
U
---
U
---
U
---
U
---
U
67.
3,3-Dimethylbenzadine
3.21
10.000
---
V
---
U
---
U
---
U
---
U
68,
1,3-1)lnitrobenzene
2.09
20.000
---
U
---
U
---
U
---
U
---
V
69,
Diphenylamine
5.10
10.DD0
---
U
---
U
---
U
---
U
---
U
70.
Diaulfoton
4.26
10.000
---
U
---
U
---
U
---
U
---
U
71.
ramphur
3.99
20.000
---
U
---
U
---
U
---
U
---
U
72,
Hexachloropropene
4.31
10.000
---
U
---
U
---
U
---
U
---
U
73.
Isosafrole
2.BB
10.000
---
V
---
U
---
U
---
U
---
U
74,
Kepone
2.78
20,000
---
U
---
U
---
U
---
U
---
U
75.
Methapyrilene
3.54
100.000
---
U
---
U
---
U
---
U
---
U
76,
3-Methylchloroanthrens
4.21
10.000
---
U
U
---
U
---
U
---
U
77.
2-Methylnaphthalene
3,79
10.000
---
U
---
U
---
U
---
U
---
U
76,
Methyl Parathion
4.32
20,000
---
U
---
U
---
U
---
U
---
U
79.
m-Cresol
3.81
10,D00
---
U
---
U
---
U
---
U
---
U
80.
1,4-Naphthoquinone
4.00
10.000
---
U
---
U
---
U
---
U
---
U
H1,
1-Naphthylamine
5.61
10.000
---
U
---
U
---
U
---
U
---
U
82.
2-Naphthylamine
4.62
10.000
---
U
---
V
---
U
---
U
'--
U
03,
2-Nitroaniline
3.61
50.000
---
U
---
U
---
U
---
U
"'
U
04.
3-Nitroaniline
4.91
50.000
---
U
---
U
---
U
---
U
--'
U
85,
4-Nitroaniline
4.22
20,000
---
U
---
U
---
U
---
U
---
U
86.
5-Nitro-O-Toluidine
4.01
10.000
---
❑
---
U
---
U
---
V
---
U
87.
N-Nitrosadi-n-butylamine
3.63
10.000
---
U
---
U
---
U
---
U
---
U
BB.
N-Nitrosodiethylamine
1,83
20.000
---
U
---
U
---
U
---
U
---
V
89,
N-Nitrosomethylethylamine
3.83
10.000
---
U
---
U
---
U
---
U
---
U
90.
N-Nitrosopiparidine
-9,19
2D.000
---
U
---
U
---
U
---
U
---
U
91,
N-Nitrosopyrrolidine
2.89
10.D00
---
U
---
U
---
U
---
U
---
U
92.
Parathion
3,12
10.DDD
---
U
---
U
---
U
---
U
---
U
93,
Pentachlorobenzene
3.92
10,000
---
U
---
U
---
U
---
U
---
U
94,
Pentachlorohitrobenzene
3.71
20,000
---
U
---
U
---
U
---
U
---
U
95.
Phenacetin
4.41
20.000
---
U
---
U
---
U
---
U
---
U
96.
1,4 Benzenediamine
2.99
3.0.000
---
U
---
U
---
U
---
U
---
U
a = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

EfiW'5mDH(@M Ala hmpumbd
Drinking Water ID: 37715
114 OAKMONT DRIVE
GREENVILLE, N.C, 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 B
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/18/19 Page: 3
DURHAM, NC 27703 DATE EXTRACTED: 06/24/19
DATE ANALYZED: 07/03/19
REVIEWED BY: DATE REPORTED: 08/08/19
SEMI -VOLATILE ORGANICS
F.PA METROn 8270E R6(18)
PARAMETERS, ug/1 MDL MRL
MW-9A
MW-10
MW-11
MW-13
MW-12e
97. Phonate
3.06
10.000
--- U
--- U
--- U
--- U
--- U
98. Pronamide
3.69
10.000
--- U
--- V
--- U
--- U
--- U
99. Safrole
4.12
10.000
--- U
--- U
--- U
--- U
--- U
100, 1,2,4,5-Tetrachlorobenzene
5.01
10.000
--- U
--- U
--- U
--- U
--- U
101. Thionazin
4.62
20.000
--- U
--- U
--- U
--- U
--" U
102, 0-Toluidine
4.11
10.000
--- i]
--- U
--- U
--- U
--- U
103. 1,3,5-Trinitrobenzene
3.98
10.000
--- U
--- U
--- U
--- U
--- U
104. 0,0,0-Triethyl Phoophorothioate
3.61
10.000
--- U
--- U
--- U
--- U
--- U
105. Hexachloroethane
1.49
10.000
--- U
--- U
--- U
--- U
--- U
106. Isodrin
3.11
20,000
--- U
--- U
--- U
--- U
--- U
J = 68timatod value between the MDL and MEL, U = Below ALL Vuantitation Limits.

EWOT(mmEsma % hmpTOW
Drinking Water ID: 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
DNE [phone]
FAX [phone]
CLIENT ID: 6003 B
ANALYST: JAP
DATE COLLECTED; 06/18/19 Page: 1
DATE REPORTED: 08/08/19
PARAMETERS, ug/l
Date Analyzed
MDL MRL
06/25/19
taw-9A
06/25/19
KW-10
06/25/19
MW-11
06/25/19
MW-13
06/24/19
NW-12s
1,
Chloromethane
0.77
3.000
---
U
---
U
---
U
---
U
---
U
2.
Vinyl Chloride
0.12
0.200
---
U
1.17
0.69
---
U
3.33
3.
Bromomethane
0.67
10.000
---
U
---
U
---
U
---
U
---
U
4,
Chloroethane
0.48
10.000
---
U
"'
U
---
U
---
U
"--
U
5.
Trichloroflucromethane
0,24
1.000
---
U
---
U
---
U
---
U
---
U
6.
1,1-Dichloroethene
0.17
5.000
---
U
---
U
---
U
---
U
-"
U
7.
Acetone
9,06
100,000
---
U
---
U
---
U
---
U
12.60
J
8,
Iodomethane
0.26
10.000
---
U
---
U
-"
U
---
U
---
U
9.
Carbon Disulfide
0.23
100.000
---
U
---
U
---
U
---
U
---
U
lo.
Methylene Chloride
0,64
1.000
---
U
---
U
---
U
---
U
---
U
11.
trans-1,2-Dichloroethene
0.23
5.000
---
U
---
U
---
U
---
U
---
U
12.
1,1-Dichloroethene
0.20
5.000
---
U
0.40
J
---
U
---
U
---
U
13.
Vinyl Acetate
0.20
50.000
---
U
---
U
---
U
---
U
-
U
14,
cis-1,2-nichloroethene
0.25
5.000
---
U
0.35
J
---
U
---
U
0.40
J
15.
2-Butanone
2.21
100,000
---
U
---
U
---
U
---
U
---
U
16.
Bromochloromethane
0.27
3.000
-»-
U
---
U
---
U
---
U
---
U
27.
Chloroform
0.25
5.000
---
U
---
U
---
U
---
U
---
U
18,
1,1,1-Trichloroethane
0.19
1,000
---
U
---
U
---
U
U
---
U
19.
Carbon Tetrachloride
0.04
0.200
---
U
---
U
---
U
---
U
---
U
20.
Benzene
0.24
1.000
---
U
2.26
1.89
---
U
2.52
21.
1,2-Dichloroethene
O.D2
0.200
---
U
0.40
0118
J
---
U
0119
J
22,
Trichloroethane
0.23
1.000
---
U
---
U
---
U
---
U
---
U
23.
1,2-Dichloropropane
0.04
0.200
---
U
0.26
0.08
J
---
U
0.11
J
24.
Brcmodichloromethane
0.04
0.200
---
U
---
U
---
U
---
U
---
U
25,
Cis-1,3-Dichloropropene
0.06
0.200
---
U
---
U
---
U
---
U
---
U
26.
4-Methyl-2-Pentanone
1.19
100.000
---
U
---
U
---
U
---
U
---
U
27,
Toluene
0.23
1.000
---
U
---
U
---
U
---
U
0.46
J
28.
trans-1,3-Dichloropropene
0.04
0.200
---
U
---
U
---
U
---
U
---
U
29.
1,1,2-Trichloroethane
0.03
0.200
---
U
---
U
---
U
---
U
---
U
30.
Tetrachloroethene
0.10
0.200
---
U
---
U
---
U
---
U
---
U
31,
2-Hexanone
1.57
50.000
---
U
---
U
_--
U
---
U
---
U
32.
Dibromoohloromethane
0.03
0.200
---
v
---
U
---
u
---
U
---
v
33,
1,2-Dibromoethane
0.03
0.200
---
U
---
U
---
U
---
U
---
U
34,
Chlorobenzene
0.30
3.000
---
U
»--
U
---
U
---
U
---
U
35,
1,1,1,2-Tetrachloroethene
0,22
1.000
---
U
---
U
---
U
---
U
---
U
36.
Ethylbenzene
0.21
1.000
---
U
0,36
J
---
U
---
U
0.22
J
37,
xylenes
0.68
5.000
---
U
---
U
---
U
---
U
---
U
38.
Dibromomethane
0.28
10.000
---
U
---
U
---
U
---
U
---
U
39.
Styrene
0.19
1.000
---
U
---
U
---
U
---
U
---
U
40.
Bromofarm
0,20
3.000
---
U
---
U
U
---
U
---
U
42,
1,1,2,2-Tetrachloroethans
0.03
0.200
---
U
---
U
---
U
---
U
---
U
42,
1,2,3-Trichloropropane
0,09
0.200
---
U
---
U
---
U
---
U
---
U
43,
1,4-Dichlorobenzene
0.39
1.000
---
U
---
U
---
U
---
U
0.57
J
44.
1,2-Dichlorobenzene
0.32
5,000
---
U
---
U
---
U
---
U
---
V
45.
1,2-Dibromo-3-Chloropropane
0,07
0.200
---
U
---
U
---
U
---
U
---
U
46.
Acrylonitrile
2.72
200.000
---
U
---
U
---
U
---
U
---
U
47,
trans-1,4-Dichloro^2-Butene
0.42
100.000
---
U
---
U
---
U
---
U
--»
U
J = Estimated Value between the MDL and MRL, U - Below ALL Quantitation Limits.

Enw,ummoM 1, diumpumbd
Drinking Water ID; 37715
114 OAKMONT DRIVE
GREENVIL.L.E, N.C. 27858
CLIENT: JUD SON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
PHONE [phone]
FAX [phone]
CLIENT ID: 6003 H
ANALYST: JAP
DATE COLLECTED: 06/18/19 Page: 2
DATE REPORTED: 08/08/19
Date
Analyzed
06/25/19
06/25/19
06/25/19
06/25/19
06/24/19
MW-9A
MW-10
MW-11
MW-13
NW- 12a
PARAMETERS, ug/1
MDL
MRL
40.
Acrolein
1.97
4.000
---
U
---
u
---
u
---
U
---
U
49.
Allyl Chloride
0.20
10.000
---
U
---
u
---
u
---
u
---
U
50.
Chloroprene
0.21
20.000
---
U
---
u
---
U
---
u
---
u
51,
1,3-Dichlorobenzene
0.41
5.000
---
U
---
a
---
u
---
u
---
U
52.
Dichlorodifluoromethane
0.51
5.00o
---
U
---
u
---
u
---
U
---
u
53,
1,3-Dichloropropane
0.28
1.000
---
u
---
u
---
U
---
U
---
U
54,
2,2-Dichloropropane
0.17
15.000
---
u
---
u
---
u
---
u
---
u
55.
1,1-Dichloropropane
0.22
5.000
---
U
---
u
---
a
---
U
---
u
56.
Ethyl Methacrylate
0.16
10.000
---
u
---
D
---
u
---
u
---
u
57,
Hexachlorobutadiene
0.10
0.200
---
U
---
U
---
u
---
u
---
u
58,
Isobutyl Alcohol
12.80
100,000
---
U
---
u
---
u
---
u
---
u
59.
Mathacrylonitrile
1,93
100.000
---
u
---
u
---
U
---
u
---
u
60.
Methyl Methacrylate
0.25
30.000
---
u
---
u
---
u
---
u
---
u
61.
Naphthalene
0.47
6.000
---
a
1.14
J
---
u
---
U
0.94
J
62.
Propionitrile
3.26
150.000
---
u
---
U
---
u
---
u
---
u
63.
1,2,4-Trichlorobenzene
0.50
10.000
---
u
---
U
---
U
---
U
---
u
64,
Acetonitrile
36.29
55.000
---
U
---
u
---
u
---
u
---
U
65.
Tetrahydrofuran
0.39
1.000
0.67
1
29.00
17.30
1.47
64.90
66,
1,4-Dioxane
2.71
3.000
---
U
10.70
9.21
---
u
32.B0
J = Eatimated value between the MDL and MRL, U = 9elow ALL Ruantitation Limits.

Emkmn(M % hmpTOW
Drinking water iD: 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
)NE [phone]
FAX [phone]
CLIENT ID: 6003 B
ANALYST: JAP
DATE COLLECTED: 06/18/19 Page: 3
DATE REPORTED: 08/08/19
PARAMETERS, ug/l
Date
MDL
Analyzed:
MRL
06/25/19
Trip
Blank
1,
Chloromethane
0.77
3.000
---
U
2.
Vinyl Chloride
0.12
0.200
---
U
3,
Bromomethane
0.67
10.000
---
U
4.
Chloroethane
0.48
10.000
---
U
5.
Triohlorofluoromethane
0.24
1,000
---
U
6,
1,1-Dichloroethene
0.17
5.000
---
U
7.
Acetone
9.06
100.000
---
U
B.
iodomethane
0,26
10.000
---
U
9.
Carbon Disulfide
0.23
100.000
---
U
10.
Methylene Chloride
0.64
1.000
---
U
11,
trana-1,2-Dichloroethene
0.23
5.000
U
12.
1,1-Dichloroethane
0.20
5,000
---
U
13.
Vinyl Acetate
0.20
50.000
---
U
14.
Cie-1,2-Dichlaroethene
0.25
5.000
---
U
15.
2-Butanone
2.21
100.000
---
U
16.
Bromoehloromethane
0.27
3.000
---
U
17.
Chloroform
0.25
5.000
---
U
18,
1,1,1-Trichloroethans
0.19
1.000
---
U
19.
Carbon Tetrachloride
0.04
0.200
---
U
20.
Benzene
0.24
1.000
---
U
21.
1,2-Dichloroethane
0.02
0.200
---
U
22,
Trichloroethene
0.23
1.000
---
U
23.
1,2-Dichloropropane
0.04
0.200
---
U
24.
Bromodichloromethane
0.04
0.200
---
U
25.
Cie-1,3-Diehlaropropene
0.06
0.200
---
U
26.
4-Methyl-2-Pentanone
1.19
100.000
---
U
27,
Toluene
0.23
1.000
---
u
28.
trans-1,3-Dichloropropene
0.04
0.200
---
U
29.
1,1,2-Trichloraethane
0.03
0.200
---
U
30.
Tetrachloroethane
0.10
0.200
---
U
31.
2-Hexanone
1.57
50.000
---
U
32.
Dibromochloramethane
0.03
0.200
---
U
33.
1,2-Dibromoethane
0.03
0,200
---
U
34.
Chlorobenzene
0.30
3.000
---
U
35.
1,1,1,2-Tetrachloroethane
D.22
1.000
---
U
36.
Ethylbenzone
0.21
1.000
---
U
37.
%ylenes
0,68
5.000
---
U
38.
Dibromomethana
0.28
10,000
---
U
39,
Styrene
0.19
1.000
---
U
40.
Bromoform
0.20
3.000
---
U
41.
1,1,2,2-Tetrachloroethane
0.03
0.200
---
U
42,
1,2,3-Trichloropropans
0.09
0,200
---
U
43.
1,4-Dichlorobenzene
0.39
1.000
---
U
44.
1,2-Dichlorobenzene
0,32
5,000
---
U
45.
1,2-Dibromo-3-Chloropropane
0.07
0.200
---
U
46,
Acrylonitrile
2.72
200.000
---
U
47.
trans-114-Dichloro-2-Butene
0.42
1D0.000
---
U
,7 a Estimated value between the MDL and MRL, U - Below ALL QuantitatiOn Limits,

NflW'UT&flH@[W % hwPuMd
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
Drinking Water IDs 37715
wastewax .�D: 10 -
PHUINL (252) /5(i-(j2U6
FAX [phone]
CLIENT ID: 6003 B
ANALYST: JAP
DATE COLLECTED: 06/18/19 Page: 4
DATE REPORTED: 08/08/19
PARAMETERS, ug/l
Date
MDL
Analyzed!
MRL
06/25/19
Trip
Blank
48,
Acrolein
1.97
4.000
---
V
49.
Allyl Chloride
0.20
10.000
---
U
50.
Chloroprene
0.21
20.000
---
U
51.
1,3-Dichlorobenzene
0.41
5.000
---
U
52.
Dichlorodifluoromathane
0,51
5.000
---
U
53.
1,3-Dichloropropane
0.26
1.000
---
U
54.
2,2-Dichloropropane
0.17
15.000
---
U
55.
l,l-Dichloropropene
0.22
5.000
---
U
96.
Ethyl Methacrylate
0.16
10.000
---
U
57.
Hexachlorobutadiene
0.10
0.200
---
U
58.
isobutyl Alcohol
12.80
100.000
---
U
59.
Methacrylonitrile
1.93
100.00D
---
U
60,
Methyl Methacrylate
0.25
30.000
---
U
61.
Naphthalene
0.47
6.000
---
U
62.
Propionitrile
3.26
150.000
---
U
63.
1,2,4-Trichlorobenzone
0.50
10.000
---
U
64.
Acetonitrile
36.29
55.000
---
U
65.
Tetrahydrofuran
0.39
1.000
---
U
66,
1,4-Dioxane
2.71
3.000
---
U
.T = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

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EnwohnHOM % hmpumbd Drinking Water ID! 37715
wastewater ID: 10
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
ID#: 6003 C
JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE DATE COLLECTED: 06/13/19
4021 STIRRUP CREEK DR. STE 100 DATE REPORTED : 08/08/19
DURHAM ,NC 27703
REVIEWED BY:
/.0/--
SW-1 SW-2 SW-3 SW-4 Analysis Method
PARAMETERS MDL MRL Date Analyst Code
PH (field measurement), Units
6.5
6.9
6.6
6.6
06/13/19
BF
4500HB-11
Antimony, ug/l
0.03
1.0
0.051T
0.05J
0,07 J
0,08 d
06/21/19
LFJ
EFA200.8
ArseniC, ug/1
0.03
5.0
1.5J
0.95 a
1.91
1,1J
06/21/19
LFJ
EPA200.8
Barium. ug/1
0.03
10.0
76,7
78.2
121
71.5
06/21/19
LFJ
EPA200.8
Beryllium, ug/1
0.05
1.0
0.20 J
0.08 J
0.12 J
0,12 J
06/21/19
LFJ
EPA200.8
Cadmium, ug/l
0.02
1.0
0.05 J
0.02 J
0.03 J
--- U
06/21/19
LFJ
EPA200.8
Cobalt, ug/l
0.03
1.0
0.56 J
0.33 J
0.67 J
0,36 J
06/21/19
LFJ
EPA200.8
Total Chromium, ug/l
0.15
5.0
5.1
0.74 J
1.7 J
0,72 J
06/21/19
LFJ
EPA200.8
capper, ug/l
0.03
10.0
2.2 J
0.62 J
0.96 J
1.1 J
06/21/19
LFJ
EPA200.8
Lead, ug/1
0.03
5.0
3,9J
0.63 J
2.5J
1,1J
06/21/19
LFJ
EPA2D0.6
Nickel, ug/l
0.03
10.0
1,8J
0.88J
1.6J
0.81,7
06/21/19
LFJ
EPA200,8
Selenium, ug/l
0.15
10.0
0.87J
0.45J
0.65J
0,38 J
06/21/19
LFJ
EPA200,8
Silver, ug/1
0.05
5.0
--- U
--- U
--- U
--- U
06/24/19
LFJ
EPA200.8
Thallium, ug/l
0.05
1.0
--- U
--- U
--- U
--- U
06/21/19
LFJ
EPA200.8
Vanadium, ug/1
0.03
1.0
9.4
0.92 J
2.4
3.1
06/21/19
LFJ
EPA200.8
Zinc, ug/1
0.11
10.0
13
5.a J
812 J
4.8 J
06/21/19
LFJ
EPA200.8
Conductivity (at 25c), uMhos/cm
1.0
1.0
356
314
362
143
06J13/19
BF
2510E-12
Temperature, "C
20
21
23
24
06/13/19
BF
2556B-10
Turbidity (Field), NTU
1.0
1.0
213
6.2
17
24
06/13/19
BF
2130E-11
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

EnAmmml 1, EfimpumUd
Drinking Water IDi 37715
114 OAKMONT DRIVE
GREENVILLE, N,C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 2,7,703
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4(18)
PHONE [phone]
FAX [phone]
CLIENT ID: 6003 C
ANALYST: JAP
DATE COLLECTED: 06/13/19 Page: 1
DATE ANALYZED: 06/24/19
DATE REPORTED: 08/08/19
PARAMETERS, Ug/l
MDL
MRL
19W-1
SW-2
8W-3
sw-4
1,
Chloromethane
0,77
3.000
---
U
---
U
---
U
---
U
2.
Vinyl Chloride
0.12
0.200
---
U
---
U
---
V
---
U
3,
Bromomethane
0.67
10.000
---
U
---
U
---
U
---
U
4.
Chloroethane
0.48
10,000
---
U
---
U
---
U
---
U
5.
Trichlorofluoromethane
0.24
1.000
_--
U
---
U
---
U
---
V
6.
1,1-Dichloroethene
0.17
5.000
---
U
---
U
---
U
---
U
7.
Acetone
9.06
100.000
---
U
---
U
---
U
---
U
8,
Iodomethane
0.26
10.000
---
U
---
U
---
U
---
U
9.
Carbon Disulfide
0.23
100.000
---
U
---
U
---
U
---
U
10.
Methylene Chloride
0.64
1.000
---
U
---
U
---
U
---
U
11,
trans-1,2-Dichloroethene
0.23
5.000
---
U
---
U
---
U
---
U
12.
1,1-Dichloroethane
0.20
5.000
---
U
---
U
---
U
---
U
13.
Vinyl Acetate
0.20
50.000
---
U
---
U
---
U
---
U
14.
Cis-1,2-Dichloroethene
0,25
51000
---
U
---
U
---
U
---
U
15,
2-Butanone
2.21
100.000
---
U
---
U
---
U
---
U
16.
Bromochloromethane
0.27
3,000
---
U
---
U
---
U
'--
U
17.
Chloroform
0.25
5,000
---
U
---
U
---
U
---
U
18,
1,1,1-Trichloroethans
0.19
1.000
---
U
---
U
---
U
---
U
19.
Carbon Tetrachloride
0.04
0,200
---
U
---
U
---
U
---
U
20.
Benzene
0,24
1.000
---
U
---
U
---
U
---
U
21,
1,2-Dichloroethane
0.02
0.200
---
U
---
U
---
U
---
U
22.
Trichloroethene
0.23
1.000
---
U
---
U
---
U
---
U
23.
1,2-Dichloropropans
0.04
0,200
---
U
---
U
---
U
---
U
24.
Bromodichloromethane
0.04
0.200
---
U
---
U
---
U
---
U
25,
Cis-1,3-Dichloropropene
0.06
0.200
---
U
---
U
---
U
---
U
26,
4-Methyl-2-Pentanone
1.19
100.000
---
U
---
ll
---
U
---
U
27.
Toluene
0.23
1.000
9.47
---
u
---
U
---
U
28.
trane-1,3-Dichloropropene
0.04
0.200
---
U
---
U
---
U
---
U
29.
1,1,2-Trichloroethane
0.03
0,200
---
U
---
U
---
U
---
U
30,
Tetrachlorcethene
0.10
0,200
---
U
---
U
---
U
---
U
31.
2-Hexanone
1.57
40.000
---
U
---
U
---
U
---
U
32,
Dibromochloromethane
0.03
0.200
---
U
---
U
---
U
---
U
33.
1,2-Dibromoethane
0.03
0.200
---
U
---
V
---
U
---
V
34.
Chlorobenzene
0.30
3.000
---
U
---
U
-
U
---
U
35.
1,1,1,2-Tetrachloroethane
0.22
1.000
---
U
---
U
---
U
---
U
36,
Ethylbenzene
0.21
1.000
---
U
---
U
---
U
---
U
37.
Xylenes
0.68
5.000
---
U
---
D
---
U
---
U
38.
Dibromomethane
0.38
10.000
---
U
---
❑
---
U
---
U
39,
Styrene
0.19
1.000
---
U
---
U
---
U
---
U
40,
Bromoform
0,20
3.000
---
U
---
U
---
U
---
U
41,
1,1,2,2-Tetrachloroethane
0.03
0.200
---
U
---
U
---
U
---
U
42,
1,2,3-Trichloropropane
0.09
0.200
---
U
---
U
---
U
---
U
43.
1,4-Dichlorobenzene
0,39
1.000
---
U
---
U
---
U
---
U
44.
1,2-Dichlorobenzene
0.32
5,000
---
U
---
U
U
---
U
45.
1,2-Dibromo-3-Chloropropane
0,07
0.200
---
U
---
U
---
U
---
U
46.
Acrylonitrile
2.72
200.000
---
U
---
U
---
U
---
U
47,
trans-1,4-Dichlorc-2-Butene
0.42
100.000
---
U
---
U
---
U
---
U
48.
Tetrahydrofuran
0,39
1.000
0,73
J
1.10
1.14
0.40
J
,7 = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

EIMAnumW % hc@TpwNW
Drinking Water ID; 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 C
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/13/19 Page: 2
DURHAM, NC 277 3 DATE ANALYZED: 06/24/19
DATE REPORTED: 08/08/19
REVIEWED BY: F
VOLATILE ORGANICS
EPA METHOD 8260D R4(18)
PARAMETERS, ug/l :4DL MRL
SW-1
SW-2
49W-3
SW-4
49. 1,4-Dioxane
2.71
3.000
--- U
--- U
--- U
--- U
J = Estimated value between the NDL and MRL, U = Below ALL Quantitation Limits.

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ERW'0ff@EE(W T0 hmpumbd
Drinking Water IDz 37715
114 OAKMONT DRIVE
GREENVUE, N.C. 27858
JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM ,NC 27703
PARAMETERS
PH (field measurement), Units
BOD, mg/l
COD, mg/l
Nitrate Nitrogen as N, mg/l
Total Organic Carbon, mg/1
Alkalinity (to pH 4.5), mg CaCO3/1
Chloride, mg/l
Cyanide, ug/1
Total Hardness, mg/1
Total Dissolved Residue, mg/l
Total Dissolved Residue, mg/l
Sulfate, mg/l
Antimony, ug/1
Arsenio, ug/l
Barium, ug/l
Beryllium, ug/l
Cadmium, ug/1
Cobalt, u9/1
Total Chromium, ug/l
Copper, ug/1
Iron, ug/1
Manganese, ug/1
Lead, ug/1
Mercury, ug/1
Nickel, ug/1
Selenium, ug/1
Silver, ug/l
Thallium, ug/l
Tin, ug/1
Vanadium, ug/1
Zinc, ug/1
Sulfide, ug/1
Conductivity (at 25c), uMhca/cm
Dissolved Oxygen, mg/1
Temperature, °C
Static Water Level, feet
well Depth, feet
Carbon Dioxide, mg/1
ORP, my
Turbidity (Field), NTU
MDL MRL
2.0 2,0
0.840 20.0
0.009 0.04
0.129 1.0
1.0 1.0
5.0 5.0
5,0 5.0
1.0
1.0
5.0
0.03
0.03
0.03
0.05
0.02
0.03
0.15
0.03
4.96
0.31
0.03
0.05
0,03
0.15
0.05
0.05
0.05
0.03
0.11
100
1.0
0,1
10
10
5.0
1.0
5.0
10.0
1.0
1.0
1.0
5.0
10.0
50.0
10,0
5.0
0.20
10.0
10.0
5.0
1.0
100.0
1.0
10.0
1000
1.0
0.1
1.0 1.0
1.0 1,0
MW-15
ENE [phone]
FAX [phone]
ID#: 6003 D
DATE COLLECTED: 06/19/19
DATE REPORTED : 08/08/19
REVIEWED BY;
MW-}6 ; �/-
MW-17 MW-14S MW-14D Analysis Method
Date Analyst Code
7.4
6.6
6.2
6.6
7.4
--- U
4.0
--- U
3.1
--- U
39
141
43
96
--- U
--- ❑
--- U
--- U
--- U
0,24
15.26
76.40
10.32
29.76
2.68
49
240
71
520
249
10
75
9
20
14
--- U
--- U
--- V
--- U
--- U
114
713
302
353
161
233
413
1310
603
296
103
612
174
13.1
6,0
0.04 J
0.46 J
--- U
0,06 J
0,04 J
1,6 J
5.0
1.1 J
2, 2 J
0. 18 J
109
418
39.0
98.9
10.1
0,11J
0.16 J
--- U
0.07J
--- U
0.07 1
0.13 J
0,04 J
0,05 IT
0.051
0,26 J
0.94 J
0.20 J
0,69 J
0.05 J
0.46 J
2.9 J
0.10 J
2.0 J
-- - U
0.40 J
1,4 J
0. 17 J
0.92 J
0.94 J
6850
28823
2619
6173
- -- U
97
173
149
527
0.7 J
--- U
0.71 J
- -- U
0.72 J
--- U
--- U
--- U
--- U
--- V
--- U
1.3J
7.01
1.4J
4.01
1.81
0.51 a
4.3 J
0. 68 1
1. 1 J
0.35 J
--- U
--- U
--- U
- -- U
--- U
--- U
0.09 J
0.06 J
0.05 IT
--- U
-_- U
--- U
--- U
--- U
--- U
5.7
11.9
2.9
4.2
--- U
5.1 J
5.0 1
3.0 J
6.2 7
9.7 J
--- U
--- U
--- U
--- U
--- U
368
1851
439
310
524
0.10
--- U
0.13
--- U
--- U
23
23
23
22
23
6.39
7,51
6.30
4.00
6.15
22,14
22.73
22,25
23.12
41,92
66
332
80
306
14
+91
+46
+50
+54
+81
4.17
7.73
3.14
24.5
1.10
J A Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.
06/19/19 PJC
06/19/19 JTH
06/21/19 SEJ
06/20/19 DTL
06/24/19 SEJ
06/24/19 TCW
06/24/19 JTH
06/26/19 SEJ
06/24/19 TCW
06/20/19 MAR
06/25/19 KDS
06/24/19 SEJ
07/18/19 LFJ
07/10/19 LFJ
07/18/19 LFJ
07/18/19 LFJ
07/18/19 LFJ
07/18/19 LFJ
07/18/19 LFJ
07/18/19 LFJ
07/01/19 LFJ
07/01/19 LFJ
07/18/19 LFJ
07/15/19 MTM
07/1B/19 LFJ
07/10/19 LFJ
07/18/19 LFJ
07/18/19 LFJ
07/29/19 LFJ
07/29/19 LFJ
07/18/19 LFJ
06/25/19 LFJ
06/19/19 SEB
06/19/19 Pic
06/19/19 PJC
06/19/19 PJC
06/19/19 PJC
06/19/19 RDS
06/19/19 PJC
06/19/19 PJC
4500HB-11
5210E-11
H8000-79
353.2 R2-9
531OC-11
2320E-11
4500CLB-11
450OCNE-11
2340C-11
254OC-11
254OC-11
4500804201
EPA200.8
EPA200.8
EPA200.8
EPA200.8
RPA200,8
EPA200.8
EPA200.8
6PA200.8
EPA200.7
EPA200,7
EPA200.8
24$.1 R3-9
EPA200.8
EPA200.8
EPA200.B
EPA200.B
EPA200.8
EPA200,8
EPA200.8
4500S2D-11
2510E-11
45000G-11
25505-10
45000O2C-1
2580B
2130E-11

RoAnNE&M % hompumbd
Drinking Water ID: 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: UUD SON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 D
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: HIC
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/19/19
DURHAM, NC 27703 DATE EXTRACTED: 06/21/19
DATE ANALYZED: 07/30/19
REVIEWED BY: DATE REPORTED: 08/08/19
PESTICIDES AND PCB'S
EPA METHOD 8081B R2(07)
MW-15
MW-16
MW-17
MW-148
MW-14D
PARAMETERS, ug/l
MDL
MRL
1.
Aldrin
0.029
0.050
---
U
---
U
---
U
---
U
---
U
2,
Alpha-BHC
0.032
0.050
---
U
---
U
---
U
---
U
---
U
3.
Beta-BHC
0.031
0.050
---
U
---
U
---
U
---
U
.--
U
4,
Delta-BHC
0,030
0.050
---
U
---
ll
---
U
--
U
U
5.
Gamma-BHC (Lindane)
D.032
0.050
---
U
---
a
---
U
---
U
`-»
U
6,
Chlordane
0,320
0.500
---
U
---
U
---
U
---
U
---
U
7.
4,4-DDD
0.051
0.100
---
U
---
U
-'-
U
---
U
'--
U
8,
4,4-DDE
0.049
0.100
---
U
---
U
---
U
---
U
---
U
9.
4,4-DDT
0.052
0.100
---
U
---
U
---
U
---
U
---
U
10,
Dieldrin
0.042
0.075
---
U
---
U
---
U
---
U
---
U
11.
Endosulfan 1
0.056
0.100
---
U
---
U
---
U
---
U
---
U
12.
Endosulfan 11
0.046
0.100
---
U
---
U
---
U
---
U
---
U
23,
Endoeulfan Sulfate
0.072
0.100
---
U
---
U
---
U
---
U
---
U
14.
Endrin
0.053
0.100
---
u
---
u
---
U
---
U
---
U
15.
Endrin Aldehyde
0.066
0.100
---
U
---
U
---
U
---
U
---
U
16.
Heptachlor
0.039
0.050
---
U
---
U
---
U
---
U
---
U
17.
Heptachlor Epoxide
0.042
0.075
---
U
---
U
---
U
---
U
---
U
18,
Mothoxychlor
0.530
1.OD0
---
U
---
U
---
U
---
U
---
U
19.
Pcb's (AroClcre)
0.500
2.000
---
v
---
U
---
U
---
U
---
U
20.
Toxaphene
0.690
1.500
---
U
---
U
-`-
U
---
U
---
U
a = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

EmInhamN % hmpumNo
Drinking Water ID: 37715
114 OAKMONT DRIVE PHONE [phone]
GREENVILL.E. N.C. 27858 FAX [phone]
CLIENT: JUDSON WHITEHURST (C&ID LANDFILL) CLIENT ID: 6003 D
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/19/19
DURHAM, NC 27703 DATE EXTRACTED: 06/20/19
DATE ANALYZED: 07/02/19
REVIEWED BY: z L11
DATE REPORTED: 08/08/19
LANDFILL APPENDIX II
EPA METHOD 8151A R1(96)
MW-15
MW-16
MW-17
MW-14S
MW-14❑
PARAMETERS, u9/1 MDL MRL
1. 2,4-D
0.36
2,000
--- U
--- U
--- U
--- U
--- U
2, Dinoaab
0.54
1.000
--- U
--- U
--- U
--- U
--- U
3, 2,4,5-TP
0.42
2.000
--- U
--- U
--- U
--- U
--- U
4. 2,4,5-T
0.47
2.000
___ U
___ U
___ U
___ U
___ U
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

MEW'noun(M % k@(0rpwMq@d-
Drinking Water IDi 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 7703
REVIEWED BY: ,
PHONE [phone]
FAX [phone]
CLIENT ID: 6003 D
ANALYST: JAP
DATE COLLECTED: 06/19/19 Page: 1
DATE EXTRACTED: 06/24/19
DATE REPORTED: 08/08/19
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
PARAMETERS, ug/l
Date
MDL
Analyzed
MRL
07/03/19
MW-15
07/03/19
MW-16
07/00/19
MW-17
07/08/19
MW-14S
07/08/19
KW-14D
1.
Acenaphthene
2.66
10.000
---
U
---
U
---
U
---
U
---
U
2,
Acenaphthylene
2,60
I0.000
---
U
---
U
---
U
---
U
---
U
3.
Anthracene
2.97
10.000
---
U
---
U
---
U
---
U
---
U
4.
Benzo[a)antrhacene
4.16
10.000
---
U
---
U
---
U
---
U
---
U
5,
Senzo[b]fluoranthene
3.32
10.000
---
U
---
U
---
U
---
V
---
U
6.
Benzo[k3fluoranthene
4.23
10.000
---
U
---
U
---
U
---
U
---
U
7,
Benzo(g,h,i]perylene
2.61
10,000
---
U
---
U
---
U
---
U
---
U
8.
Benzo[a3pyrene
3.27
10.000
---
U
---
U
---
U
---
U
---
U
9.
4-Bromophenyl Phenyl Ether
2.63
10,000
---
U
---
V
---
U
---
U
---
U
10.
Butyl Benzyl Phthalate
5.70
10.000
---
U
---
V
---
U
---
U
---
U
11,
Bia(2-Chloroethoxy) Methane
3.14
10,000
---
U
---
U
---
U
---
U
---
U
12.
Bis(2-Chloroethyl) Ether
2.58
I0.000
---
U
---
U
---
U
---
U
---
U
13.
Bis(2-Chloro-l-methylethyl) Ether
2.58
10.000
---
U
---
U
---
U
---
U
---
U
14.
2-Chloronaphthalone
2,17
10.000
---
U
---
U
---
U
---
U
---
U
15.
4-Cblorophenyl Phenyl Ether
2.42
10.000
---
U
---
U
---
U
---
U
---
U
16,
Chrysene
4.04
10.000
---
U
---
U
---
U
---
U
---
U
17.
Dibenzo(a,h3anthracene
2.78
10.000
---
U
---
U
---
U
---
U
---
U
18,
Di-N-Butyl Phthalate
3.09
10.000
---
U
---
U
---
U
---
U
---
U
19.
Dimethyl Phthalate
3.78
10.000
---
U
---
U
---
U
---
V
---
U
20,
Diethyl Phthalate
3.92
10.000
---
U
---
U
---
U
---
U
---
U
21,
2,4-Dinitrotoluene
3.95
10.000
---
U
---
U
---
U
---
U
---
U
22,
2,6-Dinitrotoluene
3.68
10.000
---
U
---
U
---
U
--
U
---
U
23.
Di-N-Octyl Phthalate
2.81
10,000
---
U
---
U
---
U
---
U
---
U
24.
Bis-(2-Ethylhexyl) Phthalate
9.97
15,000
---
U
---
U
---
U
---
U
---
U
25.
Fluoranthene
3.92
10.000
---
U
---
U
---
U
---
U
---
U
26.
Fluorene
2.95
10.000
---
U
---
U
---
U
---
U
---
U
27.
Hexaahlorobenzene
2.61
10.000
---
U
---
U
---
U
---
U
---
U
28.
Hexachlorocyclopentadiene
4.16
10.000
---
U
---
U
---
V
---
U
---
U
29.
1ndsno[1,2,3-Cd)pyrene
2.91
10.000
---
U
---
U
---
U
---
U
---
U
30.
Isophorone
3.74
10.000
---
U
---
U
---
U
---
U
---
U
31.
Nitrobenzene
2.85
10.000
---
U
---
U
---
U
---
V
---
U
32,
N-Nitroaudimethylamine
4.25
10.000
---
U
---
U
---
U
---
U
---
U
33.
N-Nitrosodiphenylamine
3,95
10,000
---
U
---
V
---
V
---
U
---
U
34.
N-Nitrosodi-N-Propylamine
4.06
10.000
---
U
---
U
---
U
---
U
---
V
35.
Phenanthrene
3.24
10.000
---
U
---
U
---
U
---
U
---
U
36.
Pyrene
3.63
10.000
---
U
---
U
---
U
---
U
---
U
37,
4-Chloro-3-Methylphanol
3.79
20,000
---
U
---
U
---
U
---
U
---
U
38.
2-Chlorophenol
2,75
10.000
---
U
---
U
---
U
---
U
---
U
39.
O-Cresol
3.68
20.000
---
U
---
U
---
U
---
U
---
U
40,
P-Cresol
4.12
10.000
---
U
---
U
---
U
---
U
---
U
41.
2,4-Dichlorophenol
5.19
10.000
---
U
---
U
---
U
---
U
---
U
42.
2,6-Dichlorophenal
4.99
10,000
---
U
---
U
---
U
---
U
---
U
43.
2,4-Dimethylphenol
3.21
10.000
---
U
---
U
---
U
---
U
---
U
44.
4,6-Dinitra-2-Methylphenol
4.77
50.000
---
U
---
U
---
U
---
U
---
U
45.
2,4-Dinitrophanol
4.37
50.000
---
U
---
U
---
U
---
U
---
U
46.
Ethyl Methanesulfonate
5,26
20,000
U
U
---
U
U
---
U
47.
Methyl Methanesulfonate
4,92
10,000
---
U
---
V
---
U
---
U
---
U
,7 m Estimated value between the MDL and MRL, U - Below ALL Quantitation Limits.

EEAmEmW % hmpumbd
Drinking Water IAi 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 D
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 06/19/19 Page: 2
DURHAM, NC 27703 DATE EXTRACTED: 06/24/19
DATE REPORTED: 08/08/19
REVIEWED BY:
SEMI -VOLATILE ORGANICS
PPA MRTHOn 8270E R6(1$)
PARAMETERS, ug/l
Date
MDL
Analyzed
MRL
07/03/19
MW-15
07/03/19
MW-16
07/08/19
MW-17
07/06/19
MW-148
07/08/19
MW-14D
40.
2-Nitrophenol
3.64
10.000
---
U
---
U
---
U
---
U
---
U
49.
4-Nitrophenol
3.17
50.000
U
---
U
---
U
---
U
---
U
50.
Pentachlorophenol
5.33
25.000
---
U
---
U
---
U
---
U
---
U
51.
Phenol
1.86
10,000
---
U
---
U
---
U
---
U
---
U
52.
2,3,4,6-Tetrachlorophenol
3.12
10.000
---
U
---
U
---
U
---
U
---
U
53.
2,4,5-Trichlorophenol
4.17
in.000
---
U
---
U
---
U
---
U
---
U
54,
2,4,6-Trichlorophenol
3.84
10.000
---
U
---
U
---
U
---
U
---
U
55,
Acetophenone
2,89
10.000
---
U
---
U
---
U
---
U
---
U
56.
2-Acetylaminofluorene
3.98
20.000
---
U
---
U
---
U
---
U
---
U
57,
4-Aminobiphenyl
4.12
20.000
---
U
---
U
---
U
---
U
"-"
U
59.
Benzyl Alcohol
4.47
20.000
---
U
---
U
---
U
---
U
---
U
59.
4-ChloroaniIino
3.36
20.000
---
U
---
U
---
U
---
U
---
U
60.
Chlorobenzilate
5.12
10,000
---
U
---
U
---
U
---
U
---
U
61,
Diallate
2,9B
Mono
---
v
---
U
---
U
---
U
---
U
62.
Dibenzofuran
4.20
10.000
---
U
---
U
---
U
---
U
---
U
63.
3,3-Dichlorobenzidine
4,22
20.000
---
U
---
U
---
U
---
U
---
U
64,
Dimethcate
3.98
20.000
---
U
---
U
---
U
---
U
---
U
65.
P-Dimethylaminoazohenzene
2,89
i0.000
---
U
---
U
---
U
---
U
---
U
66.
7,12-Dimethylbenz[a]anthracene
5.26
10.000
---
U
---
U
---
U
---
U
U
67.
3,3-Dimethylbenzadine
3.21
10.000
---
U
---
U
---
U
---
U
- "
U
68,
1,3-Dinitroben7tene
2.89
20.000
---
U
---
U
---
U
--
U
---
U
69.
Diphenylamine
5.10
10.000
---
U
---
U
---
U
---
U
---
U
70,
Dieulfoton
4.28
10,000
---
U
---
U
----
U
---
U
---
U
71.
ramphur
3.98
20.000
»--
U
---
U
---
U
---
U
---
U
72,
Hexachloropropene
4.31
10.000
---
U
---
U
---
U
---
U
---
U
73.
isoeafrole
2.88
10.000
---
U
---
U
---
U
---
U
---
U
74.
Kepone
2.70
20.000
---
U
---
U
---
U
---
U
---
U
75.
Methapyrilene
3.54
100.000
---
U
---
U
---
U
---
U
---
U
76.
3-Methylchloroanthrene
4.21
10.000
---
U
---
U
---
U
---
U
U
77.
2-Methylnaphthalene
3.79
10.000
---
U
---
U
---
U
---
U
---
78.
Methyl Parathion
4.32
10.000
---
U
---
U
---
U
---
U
---
U
79.
m-Creaol
3.81
10.000
---
U
---
U
---
U
---
U
---
U
80.
1,4-Naphthoquinone
4.00
10.000
---
U
---
U
---
U
---
U
---
U
81,
1-Naphthylamine
5.61
10.000
---
U
---
U
---
U
---
U
---
U
82.
2-Naphthylamine
4.62
10.000
---
U
---
U
---
U
---
U
---
U
83.
2-Nitroaniline
3.61
50.000
---
U
---
U
---
U
---
U
---
U
64,
3-Nitroaniline
4.81
50.000
---
U
---
U
--
U
---
U
---
U
B5.
4-Nitroaniline
4.22
20.000
---
U
---
U
---
U
---
U
---
U
66,
5-Nitro-o-Toluidine
4.01
10.000
---
U
---
U
---
U
---
U
---
U
87.
N-Nitrosodi-n-butylamine
3.63
10.000
---
U
---
U
---
U
---
U
U
88.
N-Nitrosodiethylamine
3.83
20.000
---
U
---
U
---
U
---
U
---
U
89.
N-Nitroaomethylethylamine
3.B3
10.000
---
U
---
U
---
U
---
U
U
90.
N-Nitrosopiperidine
5.19
20.000
---
U
---
U
---
U
---
U
---
U
91,
N-Nitrosopyrrolidine
2,89
10,000
---
U
---
U
---
U
---
U
---
U
92.
Parathion
3.12
10.000
---
U
---
U
---
U
---
U
---
U
93,
pentachlorobenzene
3.92
10,000
---
U
---
U
---
U
---
U
---
U
94,
Pentachloronitrobenzene
3.71
20.000
---
U
---
U
---
U
---
U
---
U
.7 = Retimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

Q
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
REVIEWED BY:
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
Drinking Water ID; 37715
Wae.tewater ID:- 10
PHONE [phone]
FAX [phone]
CLIENT ID: 6003 D
ANALYST: JAP
DATE COLLECTED: 06/19/19 Page: 3
DATE EXTRACTED: 06/24/19
DATE REPORTED: 08/08/19
Date
Analyzed
07/03/19
07/03/19
07/08/19
07/08/19
07/08/19
NW-15
HW-16
MW-17
MW-149
MW-14D
PARAMLTERS, ug/l
MDL
MRL
95.
Phenaoetin
4.41
20.000
--- U
--- U
--- a
---
U
---
96.
1,4 Henzenediamine
2.99
10.000
--- U
--- U
--- U
---
U
--- U
91.
Phorate
3.86
10.000
--- U
-'- U
'-- U
---
U
"- U
98.
Pronamida
3.69
10.000
--- U
--- U
--- U
---
U
--- U
99,
5afrole
4.12
10.000
--- U
--- U
--- U
---
U
--- V
100.
1,2,4,5-Tetrachlorobenzene
5.01
10.000
--- U
--- U
--- U
---
U
--- U
101,
Thionazin
4.62
20.000
--- U
--- U
--- U
---
U
--- U
102.
O-Toluidine
4.11
10.000
--- U
--- U
--- V
---
U
--- U
103,
1,3,5-Trinitrobenzene
3,98
10.000
--- U
--- U
--- u
---
U
--- U
104.
0,0,0-Triethyl Phoephorothioate
3.61
10,000
--- U
--- U
--- U
---
U
--- U
105,
Mexachloroethane
1,49
10.000
--- U
--- U
--- U
---
U
--- U
106.
loodrin
3.11
20,000
--- U
--- U
--- U
---
U
--- U
J = Betimated value between the MDL and MRL, U = Delow ALL Quantitation Limito.

EWOmME(IM % hompTOW
Drinking Water ID: 37715
114 OAKMONT DRIVE
PHONE [phone]
GREENVILLE, N.C. 27858
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
CLIENT ID:
6003 D
AMEC FOSTER
WHEELER
ENVIRONMENT
& INFRASTRUCTURE
ANALYST:
JAP
4021 STIRRUP
CREEK DR. STE 100
DATE COLLECTED:
06/19/19
Page: 1
DURHAM, NC
27703
DATE ANALYZED:
06/25/19
DATE REPORTED:
08/08/19
REVIEWED BY:
LANDFILL
APPENDIX
II
EPA METHOD
8260D R4(1$)
MW-15
MW-16 MW-17
MW-149
MW-14D
PARAMETERS, ug/l
MDL
MRL
1. Chloromethane
0.77
3.000
---
U
--- U ---
U
---
U
-`-
U
2, Vinyl Chloride
0,12
0.200
---
U
--- U ---
U
0.13
J
---
U
3. Bromomethane
0.67
10.000
---
U
--- U ---
U
---
U
-^•
V
4. Chloroethane
0,48
10.000
---
U
--- U ---
U
---
U
---
U
5, Trichlorofluoromethane
0.24
1,000
---
U
--- U ---
U
---
U
---
U
6. 1,I-Dichloroethane
0.17
5.000
---
U
--- U ---
U
---
U
---
U
7. Acetone
9.06
100.000
---
U
--- U ---
U
---
U
---
U
S. Iodomethane
0.26
10.000
---
U
--' U ---
U
---
U
---
U
9. Carbon Disulfide
0.23
100.00D
---
U
--- U ---
U
---
U
---
U
10. Methylene Chloride
0.64
1.000
---
U
--- U ---
V
--•
U
---
U
11. trans-1,2-Dichloroethene
0.23
5.000
---
U
--- U ---
U
---
U
---
U
12. 1,1-Dichloroethane
O.20
5.000
---
U
--- U ---
U
---
U
---
U
13. Vinyl Acetate
0.20
50.000
---
U
--- U ---
U
---
U
---
U
14. Cis-1,2-Dichloroethane
0.25
5.000
---
U
--- U ---
U
---
U
---
U
15, 2-Butanone
2.21
100.000
---
U
--- U ---
U
---
U
---
U
16. bromochloromethane
0.27
3,000
---
U
--- U ---
U
---
U
---
V
17. Chloroform
0.25
5.000
---
U
--- U ---
U
---
U
---
U
18. 1,1,1-Trichloroethane
0.19
1,000
---
U
--- U ---
U
---
U
---
U
19. Carbon Tetrachloride
0.04
0.200
---
U
--- U ---
U
---
U
---
U
20. Benzene
0.24
1.000
---
U
--- U ---
U
---
U
---
U
21. 1,2-Dichloroethane
0.02
0,200
---
U
0.04 .7 ---
U
---
U
-'-
U
22. Trichloroethane
0.23
1,000
---
U
--- U ---
U
---
U
---
U
23, 1,2-Dichloropropane
0.04
0.200
---
U
--- U ---
U
---
U
---
U
24. Bromodichloromethane
0.04
0.200
---
U
--- U ---
U
---
U
---
U
25. Cie-1,3-Dichloropropene
0.06
0.200
---
U
--- V ---
U
---
U
---
U
26. 4-Methyl-2-Pentanone
1.19
100.000
---
U
--- U '--
U
---
U
- -
U
27. Toluene
0.23
1.000
---
U
--- U ---
U
---
U
---
U
28. trans-1,3-Dichloropropene
0.04
0,200
---
U
--- U ---
U
---
U
- -
U
29. 1,1,2-Trichloroethane
0.03
0.200
---
U
--- U ---
U
---
U
---
U
30. Tetrachloroethene
0.10
0.200
---
U
--- U ""
U
---
U
---
U
31. 2-Hexanone
1,57
50.000
---
U
--- U ---
U
---
U
---
U
32. Dibromochloromethane
0.03
0.200
---
U
--- U ---
U
---
U
---
U
33, 1,2-Dibromoethane
0.03
0.200
---
U
--- U --"
U
---
U
---
U
34. Chlorobenzene
0.30
3.000
---
U
--- U ---
U
---
U
---
U
35. 1,1,1,2-Tetrachloroethane
0.22
1.000
---
U
--- U ---
V
---
U
---
V
36, Ethylbanzene
0.21
1.000
---
U
--- U ---
U
---
U
U
37, %ylenes
0.60
5.000
---
U
--- U ---
U
---
U
---
U
36. Dibromomethans
0.20
10.000
---
U
--- U ---
U
---
U
--
U
39. Styrene
0.29
1.000
---
U
--- U ---
U
---
U
---
U
40, Bromoform
0.20
3.000
---
U
--- U ---
U
---
U
---
U
41. 1,1,2,2-Tetrachlaroethane
0.03
0.200
---
U
--- U ---
U
---
U
---
U
42. 1,2,3-Triohloropropane
0.09
0.200
---
U
--- U -•^
U
---
U
---
U
43. 1,4-Dichlorobenzene
0.39
11000
---
U
--- SF ---
U
---
U
---
V
44. 1,2-Dichlorobernzene
0.32
5.000
---
U
U
V
---
U
---
U
45. 1,2-1)ibromo-3-Chloropropane
0.07
0.200
---
U
--- U ---
U
---
U
---
U
46. Acrylonitril9
2.72
200.000
---
U
--- U ---
U
---
V
---
U
47. trans-1,4-Dichloro-2-Butene
0.42
100.000
---
U
--- U ---
U
---
U
---
U
48. Acrolein
1.97
4,000
---
U
--- U -
U
---
U
-
U
.7 - Estimated Value between the
MDL and MRL, U � Below ALL Quantitation
Limits.

Drinking ^water 1D: 37715
114 OAKMONT DRIVE
PHONE [phone]
GREENVILLE, N.C. 27858
FAX [phone]
CLIENT: JUDSON WHITEHURST
(C&D LANDFILL)
CLIENT ID:
6003 D
AMEC FOSTER
WHEELER
ENVIRONMENT
& INFRASTRUCTURE
ANALYST:
JAP
4021 STIRRUP
CREEK DR. STE 100
DATE
COLLECTED:
06/19/19
Page: 2
DURHAM, NC
27703
DATE
ANALYZED:
06/25/19
DATE
REPORTED:
08/08/19
REVIEWED BY:
LANDFILL
APPENDIX II
EPA METHOD
8260D R4(18)
MW-15 MW-16
MW-17
MW-145
MW-14D
PARAMETERS, Ug/l
MDL MRL
49. Allyl Chloride
0,20 10.000
--- U
--- U
---
U --- U
--- U
50. Chloroprene
0.21 20.000
--- U
--- U
---
U --- U
--- U
51. 1,3-Dichlorobenzene
0.41 5,000
--- U
--- U
---
U --- U
--' U
52. Dichlorodifluoromethans
0.51 5.000
--- U
--- U
---
U --- U
--- U
53. 1,3-Dichloropropane
0.28 1.000
--- U
--- U
---
U --- U
--- U
54. 2,2-Dichloropropane
0.17 15.000
--- U
--- U
---
U --- U
--- U
55. 1,1-Dichloropropane
0.22 5.000
--- U
--- U
---
U --- U
--- U
56. Ethyl Methacrylate
0.16 10.000
--- U
--- U
---
U --- U
--- U
57. Hexachlorobutadiene
0.10 0,200
--- U
--- U
--"
U --- U
--- U
58. Iaobutyl Alcohol
12.80 100.000
--- U
--- U
---
U --- U
--- U
59. Methacrylonitrile
1,93 100.000
--- U
--- U
---
U --- U
--- U
60. Methyl Methacrylate
0.25 30,000
--- U
--- U
---
U `"- U
--- U
61. Naphthalene
0.47 6.000
--- U
--- U
---
U --- U
--- U
62. Propionitrile
3.26 150.000
--- U
--- U
---
U --- U
--- U
63. 1,2,4-Trichlorobenzena
0.50 10.000
--- U
--- U
---
U --- U
--- U
64. AcetOnitrile
36,29 55.000
--- U
--- U
---
U --- U
--- U
65. Tetrahydrofuran
0.39 1.000
--- U
0.59 J
0.50
J O.B1 J
--- U
66. 1,4-Dioxane
2.71 3.000
--- U
--- U
---
U --- U
--- U
J m Estimated value between the MDL and MRL, U = Below ALL Uuantitation Limits.

Drinking Water ID; 37715
�Jaai:BSawYar 7D: 10
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 D
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
ANALYST:
JAP
4021 STIRRUP CREEK DR. STE 100
DATE
COLLECTED:
06/19/19 Page: 3
DURHAM, NC 27703
DATE
ANALYZED:
06/25/19
DATE
REPORTED:
08/08/19
REVIEWED BY:
LANDFILL
APPENDIX II
EPA METHOD
8260D
R4(18)
Trip
PARAMETERS, ug/1
MDL
MRL Blank
1, Chloromethane
0.77
3.000
---
U
2. Vinyl Chloride
0.12
0,200
---
U
3. Bromomethane
0.67
10.000
---
U
4, Chloroethane
0.48
10,000
---
U
5. Trichlorofluoromethane
0.24
1.000
---
U
6. 1,1-Dichloroethene 1
0.17
5.000
---
U
7. Acetone
9.06
100.000
---
U
0. Iodomethane
0.26
10.000
---
U
9, Carbon Disulfide
0.23
100.000
---
U
10, Methylene Chloride
0.64
1.000
---
U
11. trans-1,2-Dichloroethene
0.23
5,0D0
-^-
U
12. 1,1-Dichloroethene
0.20
5.000
---
U
13, Vinyl Acetate
0.20
50.000
---
U
14. Cie-1,2-Dichloroethene
0.25
5.000
---
U
15. 2-Butanone
2.21
100.000
---
U
16. Bromochloromethane
0,27
3.000
---
U
17. Chloroform
0.25
5,000
---
U
10. 1,1,1-Trichloroethane
0.19
1.000
---
U
15. Carbon Tetrachloride
0.04
0.200
---
U
20. Benzene
0.24
1.000
---
U
21. 1,2-Dichloroethane
D,02
0,200
---
U
22. Trichloroethene
0.23
1.000
---
U
23, 1,2-Dichloropropane
0.04
0,200
---
U
24. Bromodichloromethane
0.04
0.200
---
U
25, Cie-1,3-Dichloropropene
0.06
0.200
---
U
26. 4-Methyl-2-Pentanone
1,19
100.000
---
U
27. Toluene
0.23
1.000
---
U
28. trana-1,3-Diohloropropene
0.04
0,200
---
U
29. 1,1,2-Trichloroethane
0.03
0.200
---
U
30. Tetrachloroethene
0.10
0.200
---
U
31. 2-Hexanone
1.57
50.000
---
U
32. Dibromoohloromethane
0.03
0.200
---
U
33. 1,2-Dibromoethane
0.03
0.200
---
U
34. chlorobenzene
0.30
3.000
---
U
35, 1,1,1,2-Tetrachloroethane
0.22
1.000
---
U
36. Ethylbenzene
0.21
1,000
---
U
37. Xylenea
0.60
5.000
---
U
3B. Dibromomethane
0.28
10,000
---
U
39. Styrene
0.29
1.000
---
U
40. Bromoform
0.20
3.000
---
U
41, 1,1,2,2-Tetrachloroethane
0.03
0.200
---
U
42, 1,2,3-Trichloropropane
0.09
0,200
---
U
43. 1,4-Dichlorobenzene
0.39
1.000
---
U
44. 1,2-Dichlorobenzene
0.32
5.000
--^
U
45. 1,2-Dibromo-3-Chlcropropane
0.07
0.200
---
U
46. Acrylonitrlle
2.72
200.000
---
U
47, trans-1,4-Diahloro-2-Butene
0.42
100.000
---
U
48. Acrolein
1.97
4.000
---
U
J = Estimated value between the MDL and MRL, U . Below ALL Quantitaticn Limits,

EWOmERM % hmpumbd
Drinking Water ID; 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 D
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEL{ DR. STE 100 DATE COLLECTED: 06/19/19 Page: 4
DURHAM, NC 27703 DATE ANALYZED: 06/25/19
DATE REPORTED: 08/08/19
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
PARAMETERS, uq/l
MDL
MRL
Trip
Blank
49,
Ally1 chloride
0,20
10,000
---
V
50.
Chloroprene
0.21
20,000
---
U
51.
1,3-Dichlorobenzene
0.41
5.000
---
U
52.
IAichloroditluoromethane
0.51
5.000
---
U
53,
1,3-Dichlorapropane
0,28
1.000
---
U
54.
2.2-Dichlorapropane
0.17
15,000
---
U
55.
1,1-Dichloropropene
0.22
5.000
---
U
56,
Ethyl Methacrylate
0.16
10.000
---
U
57.
Rexachlorobutadiene
0.10
0.200
---
U
58.
Isabutyl Alcohol
12.80
100.000
---
U
59.
Methacrylonitrile
1.93
100.000
---
U
60,
Methyl Methacrylate
0.25
30.000
---
U
61.
Naphthalene
0.47
6.000
U
62.
Propionitrile
3.26
150.000
U
63.
1,2,4-Trichlorobenzene
0,50
10.000
---
U
64,
Acotonitrile
36.29
55.000
---
U
65.
Tetrahydrofuran
0.39
1.000
---
U
66.
1,4-Dioxane
2.71
3.000
---
U
j = Estimated value between the MDL and MRL, u - Below ALL Quantitation Limits.

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EflAnDEM I hmpuMd
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM ,NC 27703
PARAMETERS
Iron (Ferrous), ug/l
MW-4
MDL MRL
50.00 200.0 3957
W:a-8t.9w4ta3 xbS 10
PHONE [phone]
FAX [phone]
ID#: 6003
DATE COLLECTED: 06/13/19
DATE REPORTED : 09/03/19
REVIEWED BY: f
Mw-5 MW-6 MW-7 MW-S Analysis Method
Date Analyst Cade
7394 20872 27011 39673 O6/13/19 SHU 3500FEB-11
J - Estimated Value between the MDL and MRL, U = Below ALL Quantitation Limits.

Emkownq Ala hmpumbd
114 OAKMONT DRIVE
GREENVIL.LE, N.C. 27858
JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM ,NC 27703
PARAMETERS
Iron (Ferrous), ug/l
MW-1S
MDL MRL
50.00 200.0 371
Wwotewat:ex 114 10
PHONE [phone]
FAX [phone]
ID#: 6003 A
DATE COLLECTED: 06/12/1.9
DATE REPORTED : 09/03/19
REVIEWED BY:
)O-�-
MW-lD MW-28 MW-2D 14W-35 Analysis Method
Date Analyst Code
2258 8136 --- U 24655 06/13/19 SECT 35001'EB-11
J = Estimated Value between the MDL and MRL, U - Below ALL Quantitation Limits.

EmMumumt % 6cupormNA
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM rNC 27703
PARAMETERS
Iron (Ferrous), ug/l
MW-3D
MDL MRL
wa stewatoY In i io
PHONE [phone]
FAX [phone]
ID#: 6003 A
DATE COLLECTED: 06/12/19
DATE REPORTED : 09/03/19
REVIEWED BY:
MW-3A Analysis Method
Z�t-
Date Analyst Code
50.00 200.0 --- U 27430 06/13/19 SEU 3500FEB-11
a = Estimated Value between the MDL and MRL, U = Below ALL Quantitation Limits.

Efidommud Ala RompmW
wastewater 1D1 l0'
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
ID#: 6003 B
JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE DATE COLLECTED: 06/18/19
4021 STIRRUP CREEK DR. STE 100 DATE REPORTED : 09/03/19
DURHAM ,NC 27703
REVIEWED BY:
Mw-9A MW-10 MW-11 Mw-13 MW-12e Analysis Method
PARAMETERS MDL MRL Date Analyst Code
Iron (Ferrous), ug/l 50.00 200.0 2394 --- U 19045 5026 1887 06/19/19 SEJ 3500FEB-11
J = Estimated value between the MDL and MRL, U = Below ALL quantitation Limits.

Naw,nangiN
Wwab®water M 10
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
ID#: 6003 D
UUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE DATE COLLECTED: 06/19/19
4021 STIRRUP CREEK DR. STE 100 DATE REPORTED : 09/03/19
DURHAM ,NC 27703
REVIEWED BY;
MW-15 Mw-16 KW-17 MW-14S MW-14D Analysis Method
PARAMETERS MDL MRL Date Analyat Code
Iron (FerrOUS), ug/l 50.00 200.0 5962 25400 2511 5629 --- U 06/19/19 SEJ 3500FEB-11
J = Estimated value between the MDL and MRL, u - Below ALL auantitation Limite,

/� ace RnalX caJ
June 26, 2019
Steve Jones
Environment 1, Inc.
PO Box 7085
114 Oakmont Drive
Greenville, NC 27835
RE: JUDSON / 6003
Pace Workorder. 30656
Dear Steve Jones:
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Enclosed are the analytical results for sample(s) received by the laboratory on Friday, June 14, 2019. Results
reported herein conform to the most current NELAC standards, where applicable, unless otherwise narrated in
the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Ruth Welsh 06/26/2019
[e-mail]
Customer Service Representative
Enclosures
Report ID: 30656 - 1178346
As a valued client we would appreciate your comments on our service.
Please email [e-mail].
CERTIFICATE OF ANALYSIS
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Total Number of Pages 36
Page 1 of 34

Pace Analytical Energy Services LLC
�}^Q �7 r + f 220 William Pitt Way
ac A! alyfica7 Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
LABORATORY ACCREDITATIONS & CERTIFICATIONS
Accreditor: Pennsylvania Department of Environmental Protection, Bureau of Laboratories
Accreditation ID: 02-00538
Scope: NELAP Non -Potable Water
Accreditor:
West Virginia Department of Environmental Protection, Division of Water and Waste
Management
Accreditation ID:
395
Scope:
Non -Potable Water
Accreditor:
South Carolina Department of Health and Environmental Control, Office of Environmental
Laboratory Certification
Accreditation ID:
89009003
Scope:
Clean Water Act (CWA); Resource Conservation and Recovery Act (RCRA)
Accreditor:
State of Virginia
Accreditation ID:
460201
Scope:
Non -Potable Water
Accreditor:
NELAP: New Jersey, Department of Environmental Protection
Accreditation ID:
PA026
Scope:
Non -Potable Water
Accreditor:
NELAP: New York, Department of Health Wadsworth Center
Accreditation ID:
11815
Scope:
Non -Potable Water
Accreditor:
State of Connecticut, Department of Public Health, Division of Environmental Health
Accreditation ID:
PH-0263
Scope:
Clean Water Act (CWA) Resource Conservation and Recovery Act (RCRA)
Accreditor:
NELAP: Texas, Commission on Environmental Quality
Accreditation ID:
T104704453-09-TX
Scope:
Non -Potable Water
Accreditor:
State of New Hampshire
Accreditation ID:
299409
Scope:
Non -potable water
Accreditor:
State of Georgia
Accreditation ID:
Chapter 391-3-26
Scope:
As per the Georgia EPD Rules and Regulations for Commercial Laboratories, PAES is
accredited by the Pennsylvania Department of Environmental Protection Bureau of
Laboratories under the National Environmental Laboratory Approval Program (NELAC).
Report ID: 30656 - 1178346
CERTIFICATE OF ANALYSIS
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without the written consent of Pace Analytical Energy Services LLC.
Page 2 of 34

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SAMPLE SUMMARY
Workorder: 30656 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID
Sample ID
Matrix
Date Collected
Date Received
306560001
MW1S
Bubble Strip
6/12/2019 09:00
6/14/2019 12:00
306560002
MW1 D
Bubble Strip
6/12/2019 09:01
6/14/2019 12:00
306560003
MW2S
Bubble Strip
6/12/2019 12:45
6/14/2019 12:00
306560004
MW2D
Bubble Strip
6/12/2019 12:35
6/14/2019 12:00
306560005
MW3S
Bubble Strip
6/12/2019 11:25
6/14/2019 12:00
306560006
MW3D
Bubble Strip
6/12/2019 10:30
6/14/2019 12:00
306560007
MW3A
Bubble Strip
6/12/2019 10:15
6/14/2019 12:00
306560008
MW4
Bubble Strip
6/13/2019 13:25
6/14/2019 12:00
306560009
MW5
Bubble Strip
6/13/2019 09:55
6/14/2019 12:00
306560010
MW6
Water
6/13/201911:05
6/14/2019 12:00
306560011
MW7
Water
6/13/201912:15
6/14/2019 12:00
306560012
MW8
Water
6/13/2019 08:30
6/14/2019 12:00
306560013
MW1S
Water
6/12/201909:00
6/14/2019 12:00
306560014
MW1 D
Water
6/12/2019 09:01
6/14/2019 12:00
306560015
MW2S
Water
6/12/201912:45
6/14/2019 12:00
306560016
MW2D
Water
6/12/201912:35
6/14/2019 12:00
306560017
MW3S
Water
6/12/201911:25
6/14/2019 12:00
306560018
MW3D
Water
6/12/201910:30
6/14/2019 12:00
306560019
MW3A
Water
6/12/201910:15
6/14/2019 12:00
306560020
MW4
Water
6/13/201913:25
6/14/2019 12:00
306560021
MW5
Water
6/13/2019 09:55
6/14/2019 12:00
Report ID: 30656 - 1178346
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Page 3 of 34

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PROJECT SUMMARY
Workorder: 30656 JUDSON / 6003
Workorder Comments
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
The analysis for volatile fatty acids, method AM23G, was reported at dilution due to matrix interferences; samples 30656 (0010,
0012, 0019, 0021).
The analysis for volatile fatty acids, method AM23G, was reported at dilution for samples 30656 (0011) due to the measured chloride
concentration within the sample; matrix interfering compound.
The container pH for samples 30656 (0010-0012) were measured as below the expected pH (< 10) for those samples preserved
with trisodium phosphate, as assigned to PAES method AM20GAx.
Sample Comments
Lab ID: 306560001 Sample ID: MW1S
Sample Type: N
Sample headspace vial not sufficiently pressurized for analysis. Vial pressurized with an equal volume of UHP Nitrogen and
analyzed. Results reported at a dilution.
Report ID: 30656 - 1178346
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without the written consent of Pace Analytical Energy Services LLC.
Page 4 of 34

ace RnalX caJ
11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560001
Sample ID: MW1S
Date Received: 6/14/2019 12:00 Matrix:
Date Collected: 6/12/2019 09:00
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
27 ug/I
0.20
0.044 2 6/22/201910:11 TD
d,n
Ethane
0.00601.11 ug/I
0.020
0.0060 2 6/22/201910:11 TD
d,n
Ethene
0.0101.11 ug/I
0.020
0.010 2 6/22/201910:11 TD
d,n
Hydrogen
1.51.11 nM
2.0
1.5 2 6/22/201910:11 TD
d,n
Report ID: 30656 - 1178346 Page 5 of 34
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560002
Sample ID: MW1D
Date Received: 6/14/2019 12:00 Matrix:
Date Collected: 6/12/2019 09:01
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
4300 ug/I
0.10
0.022 1 6/22/201910:23 TD
n
Ethane
0.53 ug/I
0.010
0.0030 1 6/22/201910:23 TD
n
Ethene
0.00501.11 ug/I
0.010
0.0050 1 6/22/201910:23 TD
n
Hydrogen
5.5 nM
1.0
0.75 1 6/22/201910:23 TD
n
Report ID: 30656 - 1178346 Page 6 of 34
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560003
Sample ID: MW2S
Date Received: 6/14/2019 12:00 Matrix:
Date Collected: 6/12/2019 12:45
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
430 ug/I
0.10
0.022 1 6/22/201910:40 TD
n
Ethane
0.018 ug/I
0.010
0.0030 1 6/22/201910:40 TD
n
Ethene
0.00501.11 ug/I
0.010
0.0050 1 6/22/201910:40 TD
n
Hydrogen
1.1 nM
1.0
0.75 1 6/22/201910:40 TD
n
Report ID: 30656 - 1178346 Page 7 of 34
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560004
Sample ID: MW21)
Date Received: 6/14/2019 12:00 Matrix:
Date Collected: 6/12/2019 12:35
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
12 ug/I
0.10
0.022 1 6/22/201912:27 TD
n
Ethane
0.0046J ug/I
0.010
0.0030 1 6/22/201912:27 TD
n
Ethene
0.00501.11 ug/I
0.010
0.0050 1 6/22/201912:27 TD
n
Hydrogen
1.0 nM
1.0
0.75 1 6/22/201912:27 TD
n
Report ID: 30656 - 1178346 Page 8 of 34
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560005
Sample ID: MW3S
Date Received: 6/14/2019 12:00 Matrix:
Date Collected: 6/12/2019 11:25
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
440 ug/I
0.10
0.022 1 6/22/201912:41 TD
n
Ethane
0.069 ug/I
0.010
0.0030 1 6/22/201912:41 TD
n
Ethene
0.00501.11 ug/I
0.010
0.0050 1 6/22/201912:41 TD
n
Hydrogen
1.2 nM
1.0
0.75 1 6/22/201912:41 TD
n
Report ID: 30656 - 1178346 Page 9 of 34
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560006
Sample ID: MW31)
Date Received: 6/14/2019 12:00 Matrix:
Date Collected: 6/12/2019 10:30
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
9.7 ug/I
0.10
0.022 1 6/22/201912:57 TD
n
Ethane
0.0061J ug/I
0.010
0.0030 1 6/22/201912:57 TD
n
Ethene
0.00501.11 ug/I
0.010
0.0050 1 6/22/201912:57 TD
n
Hydrogen
0.91J nM
1.0
0.75 1 6/22/201912:57 TD
n
Report ID: 30656 - 1178346 Page 10 of 34
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560007
Sample ID: MW3A
Date Received: 6/14/2019 12:00 Matrix:
Date Collected: 6/12/2019 10:15
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
1100 ug/I
0.10
0.022 1 6/22/201913:10 TD
n
Ethane
0.24 ug/I
0.010
0.0030 1 6/22/201913:10 TD
n
Ethene
0.012 ug/I
0.010
0.0050 1 6/22/201913:10 TD
n
Hydrogen
1.0 nM
1.0
0.75 1 6/22/201913:10 TD
n
Report ID: 30656 - 1178346 Page 11 of 34
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560008
Sample ID: MW4
Date Received: 6/14/2019 12:00 Matrix:
Date Collected: 6/13/2019 13:25
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
1900 ug/I
0.10
0.022 1 6/22/201913:23 TD
n
Ethane
0.038 ug/I
0.010
0.0030 1 6/22/201913:23 TD
n
Ethene
0.0097J ug/I
0.010
0.0050 1 6/22/201913:23 TD
n
Hydrogen
0.86J nM
1.0
0.75 1 6/22/201913:23 TD
n
Report ID: 30656 - 1178346 Page 12 of 34
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560009
Sample ID: MW5
Date Received: 6/14/2019 12:00 Matrix:
Date Collected: 6/13/2019 09:55
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
960 ug/I
0.10
0.022 1 6/22/201913:39 TD
n
Ethane
0.15 ug/I
0.010
0.0030 1 6/22/201913:39 TD
n
Ethene
0.00501.11 ug/I
0.010
0.0050 1 6/22/201913:39 TD
n
Hydrogen
0.98J nM
1.0
0.75 1 6/22/201913:39 TD
n
Report ID: 30656 - 1178346 Page 13 of 34
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This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
I_1►F-1wi�I[Illf_NIIIIII0*41111>MV
11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560010
Sample ID: MW6
Date Received: 6/14/2019 12:00 Matrix: Water
Date Collected: 6/13/2019 11:05
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.431.11 mg/I
2.0
0.43 10
6/19/2019 06:11
KB
d
Acetic Acid
0.281.11 mg/I
1.0
0.28 10
6/19/2019 06:11
KB
d
Propionic Acid
0.0401.11 mg/I
1.0
0.040 10
6/19/2019 06:11
KB
d
Butyric Acid
0.38J mg/I
1.0
0.11 10
6/19/2019 06:11
KB
d
Pyruvic Acid
0.0501.11 mg/I
1.0
0.050 10
6/19/2019 06:11
KB
d
i-Pentanoic Acid
0.0601.11 mg/I
1.0
0.060 10
6/19/2019 06:11
KB
d
Pentanoic Acid
0.0701.11 mg/I
1.0
0.070 10
6/19/2019 06:11
KB
d
i-Hexanoic Acid
0.291.11 mg/I
2.0
0.29 10
6/19/2019 06:11
KB
d
Hexanoic Acid
0.21J mg/I
2.0
0.10 10
6/19/2019 06:11
KB
d
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
2400 ug/I
0.50
0.094 1
6/24/201912:40
TD
n
Ethane
0.039J ug/I
0.10
0.011 1
6/24/201912:40
TD
n
Ethene
0.065J ug/I
0.10
0.0080 1
6/24/201912:40
TD
n
Report ID: 30656 - 1178346 Page 14 of 34
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
I_1►F-1wi�I[Illf_NIIIIII0*41111>MV
11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560011
Sample ID: MW7
Date Received: 6/14/2019 12:00 Matrix: Water
Date Collected: 6/13/2019 12:15
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.431.11 mg/I
2.0
0.43 10
6/18/2019 15:03
KB
d
Acetic Acid
0.29J mg/I
1.0
0.28 10
6/18/2019 15:03
KB
d
Propionic Acid
0.0401.11 mg/I
1.0
0.040 10
6/18/2019 15:03
KB
d
Butyric Acid
0.33J mg/I
1.0
0.11 10
6/18/2019 15:03
KB
d
Pyruvic Acid
0.0501.11 mg/I
1.0
0.050 10
6/18/2019 15:03
KB
d
i-Pentanoic Acid
0.0601.11 mg/I
1.0
0.060 10
6/18/2019 15:03
KB
d
Pentanoic Acid
0.0701.11 mg/I
1.0
0.070 10
6/18/2019 15:03
KB
d
i-Hexanoic Acid
0.291.11 mg/I
2.0
0.29 10
6/18/2019 15:03
KB
d
Hexanoic Acid
0.101.11 mg/I
2.0
0.10 10
6/18/2019 15:03
KB
d
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
1800 ug/I
0.50
0.094 1
6/24/201912:56
TD
n
Ethane
0.043J ug/I
0.10
0.011 1
6/24/201912:56
TD
n
Ethene
0.049J ug/I
0.10
0.0080 1
6/24/201912:56
TD
n
Report ID: 30656 - 1178346 Page 15 of 34
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
I_1►F-1wi�I[Illf_NIIIIII0*41111>MV
11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560012
Sample ID: MW8
Date Received: 6/14/2019 12:00 Matrix: Water
Date Collected: 6/13/2019 08:30
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.431.11 mg/I
2.0
0.43 10
6/19/2019 07:04
KB
d
Acetic Acid
0.281.11 mg/I
1.0
0.28 10
6/19/2019 07:04
KB
d
Propionic Acid
0.0401.11 mg/I
1.0
0.040 10
6/19/2019 07:04
KB
d
Butyric Acid
0.98J mg/I
1.0
0.11 10
6/19/2019 07:04
KB
d
Pyruvic Acid
0.064J mg/I
1.0
0.050 10
6/19/2019 07:04
KB
d
i-Pentanoic Acid
0.0601.11 mg/I
1.0
0.060 10
6/19/2019 07:04
KB
d
Pentanoic Acid
0.079J mg/I
1.0
0.070 10
6/19/2019 07:04
KB
d
i-Hexanoic Acid
0.291.11 mg/I
2.0
0.29 10
6/19/2019 07:04
KB
d
Hexanoic Acid
0.11J mg/I
2.0
0.10 10
6/19/2019 07:04
KB
d
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
3000 ug/I
0.50
0.094 1
6/24/201913:11
TD
n
Ethane
0.23 ug/I
0.10
0.011 1
6/24/201913:11
TD
n
Ethene
0.068J ug/I
0.10
0.0080 1
6/24/201913:11
TD
n
Report ID: 30656 - 1178346 Page 16 of 34
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ace RnalX caJ
ANALYTICAL RESULTS
Workorder: 30656 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560013
Sample ID: MW1S
Date Received: 6/14/2019 12:00 Matrix: Water
Date Collected: 6/12/2019 09:00
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/18/2019 16:50
KB
Acetic Acid
0.033J mg/I
0.10
0.028 1
6/18/2019 16:50
KB
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/18/2019 16:50
KB
Butyric Acid
0.011U mg/I
0.10
0.011 1
6/18/2019 16:50
KB
Pyruvic Acid
0.0050U mg/I
0.10
0.0050 1
6/18/2019 16:50
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/18/2019 16:50
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/18/2019 16:50
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/18/2019 16:50
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/18/2019 16:50
KB
Report ID: 30656 - 1178346 Page 17 of 34
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ANALYTICAL RESULTS
Workorder: 30656 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560014
Sample ID: MW1D
Date Received: 6/14/2019 12:00 Matrix: Water
Date Collected: 6/12/2019 09:01
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/18/2019 17:43
KB
Acetic Acid
0.23 mg/I
0.10
0.028 1
6/18/2019 17:43
KB
Propionic Acid
0.025J mg/I
0.10
0.0040 1
6/18/2019 17:43
KB
Butyric Acid
0.011U mg/I
0.10
0.011 1
6/18/2019 17:43
KB
Pyruvic Acid
0.0050U mg/I
0.10
0.0050 1
6/18/2019 17:43
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/18/2019 17:43
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/18/2019 17:43
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/18/2019 17:43
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/18/2019 17:43
KB
Report ID: 30656 - 1178346 Page 18 of 34
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ANALYTICAL RESULTS
Workorder: 30656 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560015
Sample ID: MW2S
Date Received: 6/14/2019 12:00 Matrix: Water
Date Collected: 6/12/2019 12:45
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/18/2019 18:37
KB
Acetic Acid
0.055J mg/I
0.10
0.028 1
6/18/2019 18:37
KB
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/18/2019 18:37
KB
Butyric Acid
0.098J mg/I
0.10
0.011 1
6/18/2019 18:37
KB
Pyruvic Acid
0.0050U mg/I
0.10
0.0050 1
6/18/2019 18:37
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/18/2019 18:37
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/18/2019 18:37
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/18/2019 18:37
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/18/2019 18:37
KB
Report ID: 30656 - 1178346 Page 19 of 34
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ANALYTICAL RESULTS
Workorder: 30656 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560016
Sample ID: MW211)
Date Received: 6/14/2019 12:00 Matrix: Water
Date Collected: 6/12/2019 12:35
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/18/2019 19:30
KB
Acetic Acid
0.042J mg/I
0.10
0.028 1
6/18/2019 19:30
KB
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/18/2019 19:30
KB
Butyric Acid
0.011U mg/I
0.10
0.011 1
6/18/2019 19:30
KB
Pyruvic Acid
0.0050U mg/I
0.10
0.0050 1
6/18/2019 19:30
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/18/2019 19:30
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/18/2019 19:30
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/18/2019 19:30
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/18/2019 19:30
KB
Report ID: 30656 - 1178346 Page 20 of 34
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ANALYTICAL RESULTS
Workorder: 30656 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560017
Sample ID: MW3S
Date Received: 6/14/2019 12:00 Matrix: Water
Date Collected: 6/12/2019 11:25
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/18/2019 20:23
KB
Acetic Acid
0.028U mg/I
0.10
0.028 1
6/18/2019 20:23
KB
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/18/2019 20:23
KB
Butyric Acid
0.011U mg/I
0.10
0.011 1
6/18/2019 20:23
KB
Pyruvic Acid
0.048J mg/I
0.10
0.0050 1
6/18/2019 20:23
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/18/2019 20:23
KB
Pentanoic Acid
0.036J mg/I
0.10
0.0070 1
6/18/2019 20:23
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/18/2019 20:23
KB
Hexanoic Acid
0.11J mg/I
0.20
0.010 1
6/18/2019 20:23
KB
Report ID: 30656 - 1178346 Page 21 of 34
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ANALYTICAL RESULTS
Workorder: 30656 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560018
Sample ID: MW311)
Date Received: 6/14/2019 12:00 Matrix: Water
Date Collected: 6/12/2019 10:30
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/18/2019 21:17
KB
Acetic Acid
0.047J mg/I
0.10
0.028 1
6/18/2019 21:17
KB
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/18/2019 21:17
KB
Butyric Acid
0.011U mg/I
0.10
0.011 1
6/18/2019 21:17
KB
Pyruvic Acid
0.0050U mg/I
0.10
0.0050 1
6/18/2019 21:17
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/18/2019 21:17
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/18/2019 21:17
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/18/2019 21:17
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/18/2019 21:17
KB
Report ID: 30656 - 1178346 Page 22 of 34
CERTIFICATE OF ANALYSIS
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11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560019
Sample ID: MW3A
Date Received: 6/14/2019 12:00 Matrix: Water
Date Collected: 6/12/2019 10:15
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.43U mg/I
2.0
0.43 10
6/19/2019 07:58
KB
d
Acetic Acid
0.28U mg/I
1.0
0.28 10
6/19/2019 07:58
KB
d
Propionic Acid
0.040U mg/I
1.0
0.040 10
6/19/2019 07:58
KB
d
Butyric Acid
0.37J mg/I
1.0
0.11 10
6/19/2019 07:58
KB
d
Pyruvic Acid
0.050U mg/I
1.0
0.050 10
6/19/2019 07:58
KB
d
i-Pentanoic Acid
0.060U mg/I
1.0
0.060 10
6/19/2019 07:58
KB
d
Pentanoic Acid
0.070U mg/I
1.0
0.070 10
6/19/2019 07:58
KB
d
i-Hexanoic Acid
0.29U mg/I
2.0
0.29 10
6/19/2019 07:58
KB
d
Hexanoic Acid
0.16J mg/I
2.0
0.10 10
6/19/2019 07:58
KB
d
Report ID: 30656 - 1178346 Page 23 of 34
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ANALYTICAL RESULTS
Workorder: 30656 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560020
Sample ID: MW4
Date Received: 6/14/2019 12:00 Matrix: Water
Date Collected: 6/13/2019 13:25
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/18/2019 23:03
KB
Acetic Acid
0.058J mg/I
0.10
0.028 1
6/18/2019 23:03
KB
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/18/2019 23:03
KB
Butyric Acid
0.024J mg/I
0.10
0.011 1
6/18/2019 23:03
KB
Pyruvic Acid
0.0050U mg/I
0.10
0.0050 1
6/18/2019 23:03
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/18/2019 23:03
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/18/2019 23:03
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/18/2019 23:03
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/18/2019 23:03
KB
Report ID: 30656 - 1178346 Page 24 of 34
CERTIFICATE OF ANALYSIS
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without the written consent of Pace Analytical Energy Services LLC.

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11 • ••_[�Cj1Z:�.'�:�11�Jfij.Y�]►1(.^i1ZIjL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306560021
Sample ID: MW5
Date Received: 6/14/2019 12:00 Matrix: Water
Date Collected: 6/13/2019 09:55
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.43U mg/I
2.0
0.43 10
6/19/2019 08:52
KB
d
Acetic Acid
0.28U mg/I
1.0
0.28 10
6/19/2019 08:52
KB
d
Propionic Acid
0.040U mg/I
1.0
0.040 10
6/19/2019 08:52
KB
d
Butyric Acid
0.23J mg/I
1.0
0.11 10
6/19/2019 08:52
KB
d
Pyruvic Acid
0.050U mg/I
1.0
0.050 10
6/19/2019 08:52
KB
d
i-Pentanoic Acid
0.060U mg/I
1.0
0.060 10
6/19/2019 08:52
KB
d
Pentanoic Acid
0.070U mg/I
1.0
0.070 10
6/19/2019 08:52
KB
d
i-Hexanoic Acid
0.29U mg/I
2.0
0.29 10
6/19/2019 08:52
KB
d
Hexanoic Acid
0.16J mg/I
2.0
0.10 10
6/19/2019 08:52
KB
d
Report ID: 30656 - 1178346 Page 25 of 34
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ANALYTICAL RESULTS QUALIFIERS
Workorder: 30656 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
DEFINITIONS/QUALIFIERS
MDL Method Detection Limit. Can be used synonymously with LOD; Limit Of Detection.
PQL Practical Quanitation Limit. Can be used synonymously with LOQ; Limit Of Quantitation.
ND Not detected at or above reporting limit.
DF Dilution Factor.
S Surrogate.
RPD Relative Percent Difference.
% Rec Percent Recovery.
U Indicates the compound was analyzed for, but not detected at or above the noted concentration.
J Estimated concentration greater than the set method detection limit (MDL) and less than the set reporting limit (PQL).
n The laboratory does not hold NELAP/TNI accreditation for this method or analyte.
d The analyte concentration was determined from a dilution.
Report ID: 30656 - 1178346
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Page 26 of 34

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QUALITY CONTROL DATA
n..._�cZiZ:�Y:1<11�L�I.Y�L1L:iiZ�X?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
QC Batch: EDON/4104
Analysis Method:
AM23G
QC Batch Method: AM23G
Associated Lab Samples:
306560011, 306560013, 306560014, 306560015, 306560016, 306560017, 306560018,
306560020
METHOD BLANK: 61717
Blank
Reporting
Parameter
Units
Result
Limit Qualifiers
EDonors
Lactic Acid
mg/I
0.043U
0.043
Acetic Acid
mg/I
0.028J
0.028
Propionic Acid
mg/I
0.0040U
0.0040
Butyric Acid
mg/I
0.011 U
0.011
Pyruvic Acid
mg/I
0.0050U
0.0050
i-Pentanoic Acid
mg/I
0.0060U
0.0060
Pentanoic Acid
mg/I
0.0070U
0.0070
i-Hexanoic Acid
mg/I
0.029U
0.029
Hexanoic Acid
mg/I
0.010U
0.010
LABORATORY CONTROL SAMPLE: 61718
Spike
LCS
LCS
% Rec
Parameter
Units
Cone.
Result %
Rec
Limits
Qualifiers
Lactic Acid
mg/I
2
2.0
99
70-130
Acetic Acid
mg/I
2
2.0
100
70-130
Propionic Acid
mg/I
2
2.0
98
70-130
Butyric Acid
mg/I
2
1.9
97
70-130
Pyruvic Acid
mg/I
2
1.8
93
70-130
i-Pentanoic Acid
mg/I
2
1.9
97
70-130
Pentanoic Acid
mg/I
2
1.8
90
70-130
i-Hexanoic Acid
mg/I
2
1.8
90
70-130
Hexanoic Acid
mg/I
2
1.8
89
70-130
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
61719
61720
Original:
306330017
Original Spike
MS MSD
MS
MSD
% Rec Max
Parameter
Units
Result Cone.
Result Result
% Rec
% Rec
Limit RPD RPD Qualifiers
EDonors
Lactic Acid
mg/I
0.0054 2
1.9 1.9
96
95
70-130 0.33 30
Acetic Acid
mg/I
1.4 2
3.4 3.4
103
102
70-130 0.49 30
Propionic Acid
mg/I
0.0056 2
2.1 2.1
105
105
70-130 0.08 30
Butyric Acid
mg/I
0.03 2
2.2 2.3
111
112
70-130 0.35 30
Report ID: 30656 - 1178346
Page 27 of 34
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QUALITY CONTROL DATA
Workorder: 30656 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
61719
61720
Original:
306330017
Original
Spike
MS
MSD
MS
MSD
% Rec
Max
Parameter
Units
Result
Cone.
Result
Result
% Rec
% Rec
Limit
RPD
RPD Qualifiers
Pyruvic Acid
mg/I
0
2
2.0
2.0
100
100
70-130
0.38
30
i-Pentanoic Acid
mg/I
0
2
2.2
2.2
111
112
70-130
0.73
30
Pentanoic Acid
mg/I
0
2
2.2
2.2
110
110
70-130
0.48
30
i-Hexanoic Acid
mg/I
0
2
2.1
2.2
106
108
70-130
1.1
30
Hexanoic Acid
mg/I
0
2
2.5
2.5
126
126
70-130
0.65
30
Report ID: 30656 - 1178346
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Page 28 of 34

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QUALITY CONTROL DATA
n..._�cZiZ:�Y:1<11�L�I.Y�L1L:iiZ�X?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
QC Batch: EDON/4108
Analysis Method:
AM23G
QC Batch Method: AM23G
Associated Lab Samples: 306560010, 306560012, 306560019, 306560021
METHOD BLANK: 61806
Blank
Reporting
Parameter Units
Result
Limit Qualifiers
EDonors
Lactic Acid mg/I
0.043U
0.043
Acetic Acid mg/I
0.028U
0.028
Propionic Acid mg/I
0.0040U
0.0040
Butyric Acid mg/I
0.011 U
0.011
Pyruvic Acid mg/I
0.0050U
0.0050
i-Pentanoic Acid mg/I
0.0060U
0.0060
Pentanoic Acid mg/I
0.0070U
0.0070
i-Hexanoic Acid mg/I
0.029U
0.029
Hexanoic Acid mg/I
0.010U
0.010
LABORATORY CONTROL SAMPLE: 61807
Spike
LCS
LCS
% Rec
Parameter Units
Conc.
Result
% Rec
Limits Qualifiers
Lactic Acid mg/I
2
2.0
99
70-130
Acetic Acid mg/I
2
2.1
105
70-130
Propionic Acid mg/I
2
2.0
98
70-130
Butyric Acid mg/I
2
2.0
98
70-130
Pyruvic Acid mg/I
2
1.8
88
70-130
i-Pentanoic Acid mg/I
2
2.0
98
70-130
Pentanoic Acid mg/I
2
1.9
93
70-130
i-Hexanoic Acid mg/I
2
1.8
93
70-130
Hexanoic Acid mg/I
2
1.8
90
70-130
Report ID: 30656 - 1178346
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Page 29 of 34

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QUALITY CONTROL DATA
Workorder: 30656 JUDSON / 6003
QC Batch: DISG/7616 Analysis Method: AM20GAX
QC Batch Method: AM20GAX
Associated Lab Samples: 306560001, 306560002, 306560003
METHOD BLANK: 61808
Blank Reporting
Parameter Units Result Limit Qualifiers
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
RISK
Methane
ug/I
0.022U
0.022 n
Ethane
ug/I
0.0030U
0.0030 n
Ethene
ug/I
0.0050U
0.0050 n
METHOD BLANK: 61810
Blank
Reporting
Parameter
Units
Result
Limit Qualifiers
RISK
Hydrogen
nM
0.75U
0.75 n
LABORATORY CONTROL SAMPLE & LCSD:
61811
61814
Spike
LCS
LCSD LCS
LCSD
% Rec
Max
Parameter Units
Conc.
Result
Result % Rec
% Rec
Limit
RPD
RPD
Qualifiers
Methane ug/I
8.1
8.2
8.1 101
101
80-120
0.53
20
n
Ethane ug/I
6.4
6.5
6.5 102
101
80-120
0.49
20
n
Ethene ug/I
16
16
16 102
102
80-120
0.41
20
n
LABORATORY CONTROL SAMPLE & LCSD:
61813
61816
Spike
LCS
LCSD LCS
LCSD
% Rec
Max
Parameter Units
Conc.
Result
Result % Rec
% Rec
Limit
RPD
RPD
Qualifiers
Hydrogen nM
24
25
25 103
103
80-120
0.011
20
n
Report ID: 30656 - 1178346 Page 30 of 34
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QUALITY CONTROL DATA
Workorder: 30656 JUDSON / 6003
QC Batch: DISG/7617 Analysis Method: AM20GAX
QC Batch Method: AM20GAX
Associated Lab Samples: 306560004, 306560005, 306560006, 306560007, 306560008, 306560009
METHOD BLANK: 61817
Blank Reporting
Parameter Units Result Limit Qualifiers
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
RISK
Methane
ug/I
0.022U
0.022 n
Ethane
ug/I
0.0030U
0.0030 n
Ethene
ug/I
0.0050U
0.0050 n
METHOD BLANK: 61819
Blank
Reporting
Parameter
Units
Result
Limit Qualifiers
RISK
Hydrogen
nM
0.75U
0.75 n
LABORATORY CONTROL SAMPLE & LCSD:
61820
61823
Spike
LCS
LCSD LCS
LCSD
% Rec
Max
Parameter Units
Conc.
Result
Result % Rec
% Rec
Limit
RPD
RPD
Qualifiers
Methane ug/I
8.1
8.2
8.2 102
101
80-120
0.38
20
n
Ethane ug/I
6.4
6.6
6.5 103
102
80-120
0.38
20
n
Ethene ug/I
16
17
17 103
103
80-120
0.3
20
n
LABORATORY CONTROL SAMPLE & LCSD:
61822
61825
Spike
LCS
LCSD LCS
LCSD
% Rec
Max
Parameter Units
Conc.
Result
Result % Rec
% Rec
Limit
RPD
RPD
Qualifiers
Hydrogen nM
24
27
27 112
112
80-120
0.31
20
n
Report ID: 30656 - 1178346 Page 31 of 34
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
QUALITY CONTROL DATA
Workorder: 30656 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
QC Batch: DISG/7618
Analysis Method:
AM20GAX
QC Batch Method: AM20GAX
Associated Lab Samples: 306560010, 306560011, 306560012
METHOD BLANK: 61826
Blank
Reporting
Parameter Units
Result
Limit Qualifiers
RISK
Methane ug/I
0.094U
0.094 n
Ethane ug/I
0.011 U
0.011 n
Ethene ug/I
0.0080U
0.0080 n
LABORATORY CONTROL SAMPLE & LCSD:
61828
61830
Spike LCS
LCSD LCS
LCSD
% Rec
Max
Parameter Units
Conc. Result
Result % Rec
% Rec
Limit
RPD
RPD Qualifiers
Methane ug/I
750 860
870 115
116
80-120
0.32
20 n
Ethane ug/I
38 40
40 106
106
80-120
0.087
20 n
Ethene ug/I
35 38
38 107
107
80-120
0.55
20 n
Report ID: 30656 - 1178346 Page 32 of 34
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

/� ace RnalX caJ
QUALITY CONTROL DATA QUALIFIERS
Workorder: 30656 JUDSON / 6003
QUALITY CONTROL PARAMETER QUALIFIERS
The laboratory does not hold NELAP/TNI accreditation for this method or analyte.
Report ID: 30656 - 1178346
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Page 33 of 34

ace RnalX caJ
QUALITY CONTROL DATA CROSS REFERENCE TABLE
n..._�cZiZ:�Y:1<11�L�I.Y�L1L:iiZ�X?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID
Sample ID
Prep Method Prep Batch Analysis Method
Analysis
Batch
306560011
MW7
AM23G
EDON/4104
306560013
MW1S
AM23G
EDON/4104
306560014
MW1D
AM23G
EDON/4104
306560015
MW2S
AM23G
EDON/4104
306560016
MW21D
AM23G
EDON/4104
306560017
MW3S
AM23G
EDON/4104
306560018
MW31D
AM23G
EDON/4104
306560020
MW4
AM23G
EDON/4104
306560010
MW6
AM23G
EDON/4108
306560012
MW8
AM23G
EDON/4108
306560019
MW3A
AM23G
EDON/4108
306560021
MW5
AM23G
EDON/4108
306560001
MW1S
AM20GAX
DISG/7616
306560002
MW1D
AM20GAX
DISG/7616
306560003
MW2S
AM20GAX
DISG/7616
306560004
MW21D
AM20GAX
DISG/7617
306560005
MW3S
AM20GAX
DISG/7617
306560006
MW31D
AM20GAX
DISG/7617
306560007
MW3A
AM20GAX
DISG/7617
306560008
MW4
AM20GAX
DISG/7617
306560009
MW5
AM20GAX
DISG/7617
306560010
MW6
AM20GAX
DISG/7618
306560011
MW7
AM20GAX
DISG/7618
306560012
MW8
AM20GAX
DISG/7618
Report ID: 30656 - 1178346
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 34 of 34

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/� ace RnalX caJ
July 1, 2019
Steve Jones
Environment 1, Inc.
PO Box 7085
114 Oakmont Drive
Greenville, NC 27835
RE: JUDSON / 6003
Pace Workorder. 30684
Dear Steve Jones:
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Enclosed are the analytical results for sample(s) received by the laboratory on Thursday, June 20, 2019.
Results reported herein conform to the most current NELAC standards, where applicable, unless otherwise
narrated in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Ruth Welsh 07/01/2019
[e-mail]
Customer Service Representative
Enclosures
Report ID: 30684 - 1180086
As a valued client we would appreciate your comments on our service.
Please email [e-mail].
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Total Number of Pages
Page 1 of 30

Pace Analytical Energy Services LLC
�}^Q �7 r + f 220 William Pitt Way
ac A! alyfica7 Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
LABORATORY ACCREDITATIONS & CERTIFICATIONS
Accreditor: Pennsylvania Department of Environmental Protection, Bureau of Laboratories
Accreditation ID: 02-00538
Scope: NELAP Non -Potable Water
Accreditor:
West Virginia Department of Environmental Protection, Division of Water and Waste
Management
Accreditation ID:
395
Scope:
Non -Potable Water
Accreditor:
South Carolina Department of Health and Environmental Control, Office of Environmental
Laboratory Certification
Accreditation ID:
89009003
Scope:
Clean Water Act (CWA); Resource Conservation and Recovery Act (RCRA)
Accreditor:
State of Virginia
Accreditation ID:
460201
Scope:
Non -Potable Water
Accreditor:
NELAP: New Jersey, Department of Environmental Protection
Accreditation ID:
PA026
Scope:
Non -Potable Water
Accreditor:
NELAP: New York, Department of Health Wadsworth Center
Accreditation ID:
11815
Scope:
Non -Potable Water
Accreditor:
State of Connecticut, Department of Public Health, Division of Environmental Health
Accreditation ID:
PH-0263
Scope:
Clean Water Act (CWA) Resource Conservation and Recovery Act (RCRA)
Accreditor:
NELAP: Texas, Commission on Environmental Quality
Accreditation ID:
T104704453-09-TX
Scope:
Non -Potable Water
Accreditor:
State of New Hampshire
Accreditation ID:
299409
Scope:
Non -potable water
Accreditor:
State of Georgia
Accreditation ID:
Chapter 391-3-26
Scope:
As per the Georgia EPD Rules and Regulations for Commercial Laboratories, PAES is
accredited by the Pennsylvania Department of Environmental Protection Bureau of
Laboratories under the National Environmental Laboratory Approval Program (NELAC).
Report ID: 30684 - 1180086
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 2 of 30

/� ace RnalX caJ
SAMPLE SUMMARY
Workorder: 30684 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID
Sample ID
Matrix
Date Collected
Date Received
306840001
MW9A
Bubble Strip
6/18/2019 09:42
6/20/2019 10:30
306840002
MW10
Bubble Strip
6/18/2019 11:10
6/20/2019 10:30
306840003
MW11
Bubble Strip
6/18/2019 14:46
6/20/2019 10:30
306840004
MW12S
Water
6/18/201912:19
6/20/2019 10:30
306840005
MW13
Bubble Strip
6/18/2019 13:27
6/20/2019 10:30
306840006
W14S
Bubble Strip
6/19/2019 11:36
6/20/2019 10:30
306840007
W14D
Bubble Strip
6/19/2019 10:42
6/20/2019 10:30
306840008
W15
Bubble Strip
6/19/2019 09:34
6/20/2019 10:30
306840009
W16
Bubble Strip
6/19/2019 12:33
6/20/2019 10:30
306840010
W17
Bubble Strip
6/19/2019 13:37
6/20/2019 10:30
306840011
MW9A
Water
6/18/2019 09:42
6/20/2019 10:30
306840012
MW10
Water
6/18/201911:10
6/20/2019 10:30
306840013
MW11
Water
6/18/201914:46
6/20/2019 10:30
306840014
MW13
Water
6/18/201913:27
6/20/2019 10:30
306840015
W14S
Water
6/19/201911:36
6/20/2019 10:30
306840016
W14D
Water
6/19/201910:42
6/20/2019 10:30
306840017
MW15
Water
6/19/2019 09:34
6/20/2019 10:30
306840018
MW16
Water
6/19/201912:33
6/20/2019 10:30
306840019
MW17
Water
6/19/201913:37
6/20/2019 10:30
Report ID: 30684 - 1180086
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 3 of 30

ace RnalX caJ
PROJECT SUMMARY
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Workorder: 30684 JUDSON / 6003
Workorder Comments
The container pH for sample 30684 (0004) were measured as below the expected pH (< 10) for those samples preserved with
trisodium phosphate, as assigned to PAES method AM20GAx.
Sample Comments
Lab ID: 306840004 Sample ID: MW12S Sample Type: N
The analysis for low level volatile fatty acids, method AM23G, was reported at dilution due to matrix interferences.
Batch Comments
Batch: EDON/4111 - Low Level Volatile Fatty Acids
The samples were not evaluated against matrix spike and duplicate spike due to matrix interferences associated with the assigned
reference sample 306840004. Batch acceptance based on laboratory control sample recovery.
Report ID: 30684 - 1180086
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 4 of 30

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840001
Sample ID: MW9A
Date Received: 6/20/2019 10:30 Matrix:
Date Collected: 6/18/2019 09:42
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
92 ug/I
0.10
0.022 1 6/27/201910:59 MM
n
Ethane
0.076 ug/I
0.010
0.0030 1 6/27/201910:59 MM
n
Ethene
0.00501.11 ug/I
0.010
0.0050 1 6/27/201910:59 MM
n
Hydrogen
0.82J nM
1.0
0.75 1 6/27/201910:59 MM
n
Report ID: 30684 - 1180086 Page 5 of 30
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840002
Sample ID: MW10
Date Received: 6/20/2019 10:30 Matrix:
Date Collected: 6/18/2019 11:10
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
3900 ug/I
0.10
0.022 1 6/27/201911:11 MM
n
Ethane
0.040 ug/I
0.010
0.0030 1 6/27/201911:11 MM
n
Ethene
0.19 ug/I
0.010
0.0050 1 6/27/201911:11 MM
n
Hydrogen
1.1 nM
1.0
0.75 1 6/27/201911:11 MM
n
Report ID: 30684 - 1180086 Page 6 of 30
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840003
Sample ID: MW11
Date Received: 6/20/2019 10:30 Matrix:
Date Collected: 6/18/2019 14:46
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
130 ug/I
0.10
0.022 1 6/27/201911:23 MM
n
Ethane
0.0078J ug/I
0.010
0.0030 1 6/27/201911:23 MM
n
Ethene
0.058 ug/I
0.010
0.0050 1 6/27/201911:23 MM
n
Hydrogen
1.2 nM
1.0
0.75 1 6/27/201911:23 MM
n
Report ID: 30684 - 1180086 Page 7 of 30
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
I_1► F-1wi� I [IllfnNIIIIII 0 *41111>M iV
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840004
Sample ID: MW12S
Date Received: 6/20/2019 10:30 Matrix: Water
Date Collected: 6/18/2019 12:19
Parameters
Results Units
PQL
MDL DF
Analyzed
By
Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.431.11 mg/I
2.0
0.43 10
6/26/2019 20:33
KB
d
Acetic Acid
0.73J mg/I
1.0
0.28 10
6/26/2019 20:33
KB
d,B
Propionic Acid
0.0401.11 mg/I
1.0
0.040 10
6/26/2019 20:33
KB
d
Butyric Acid
1.1 mg/I
1.0
0.11 10
6/26/2019 20:33
KB
d
Pyruvic Acid
0.0501.11 mg/I
1.0
0.050 10
6/26/2019 20:33
KB
d
i-Pentanoic Acid
0.0601.11 mg/I
1.0
0.060 10
6/26/2019 20:33
KB
d
Pentanoic Acid
0.18J mg/I
1.0
0.070 10
6/26/2019 20:33
KB
d
i-Hexanoic Acid
0.291.11 mg/I
2.0
0.29 10
6/26/2019 20:33
KB
d
Hexanoic Acid
0.101.11 mg/I
2.0
0.10 10
6/26/2019 20:33
KB
d
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
4600 ug/I
0.50
0.046 1
6/26/201911:03
BW
n
Ethane
0.17 ug/I
0.10
0.0050 1
6/26/201911:03
BW
n
Ethene
0.50 ug/I
0.10
0.0040 1
6/26/201911:03
BW
n
Report ID: 30684 - 1180086 Page 8 of 30
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
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Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840005
Sample ID: MW13
Date Received: 6/20/2019 10:30 Matrix:
Date Collected: 6/18/2019 13:27
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
190 ug/I
0.10
0.022 1 6/27/201911:36 MM
n
Ethane
0.0066J ug/I
0.010
0.0030 1 6/27/201911:36 MM
n
Ethene
0.027 ug/I
0.010
0.0050 1 6/27/201911:36 MM
n
Hydrogen
1.5 nM
1.0
0.75 1 6/27/201911:36 MM
n
Report ID: 30684 - 1180086 Page 9 of 30
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840006
Sample ID: W14S
Date Received: 6/20/2019 10:30 Matrix:
Date Collected: 6/19/2019 11:36
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
3000 ug/I
0.10
0.022 1 6/27/201911:48 MM
n
Ethane
0.039 ug/I
0.010
0.0030 1 6/27/201911:48 MM
n
Ethene
0.10 ug/I
0.010
0.0050 1 6/27/201911:48 MM
n
Hydrogen
0.84J nM
1.0
0.75 1 6/27/201911:48 MM
n
Report ID: 30684 - 1180086 Page 10 of 30
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ace RnalX caJ
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Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840007
Sample ID: W14D
Date Received: 6/20/2019 10:30 Matrix:
Date Collected: 6/19/2019 10:42
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
12 ug/I
0.10
0.022 1 6/27/201912:01 MM
n
Ethane
0.0090J ug/I
0.010
0.0030 1 6/27/201912:01 MM
n
Ethene
0.0064J ug/I
0.010
0.0050 1 6/27/201912:01 MM
n
Hydrogen
0.90J nM
1.0
0.75 1 6/27/201912:01 MM
n
Report ID: 30684 - 1180086 Page 11 of 30
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840008
Sample ID: W15
Date Received: 6/20/2019 10:30 Matrix:
Date Collected: 6/19/2019 09:34
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
200 ug/I
0.10
0.022 1 6/27/201912:15 MM
n
Ethane
0.0079J ug/I
0.010
0.0030 1 6/27/201912:15 MM
n
Ethene
0.00501.11 ug/I
0.010
0.0050 1 6/27/201912:15 MM
n
Hydrogen
0.98J nM
1.0
0.75 1 6/27/201912:15 MM
n
Report ID: 30684 - 1180086 Page 12 of 30
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ace RnalX caJ
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Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840009
Sample ID: W16
Date Received: 6/20/2019 10:30 Matrix:
Date Collected: 6/19/2019 12:33
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
660 ug/I
0.10
0.022 1 6/27/201912:40 MM
n
Ethane
0.010 ug/I
0.010
0.0030 1 6/27/201912:40 MM
n
Ethene
0.022 ug/I
0.010
0.0050 1 6/27/201912:40 MM
n
Hydrogen
1.2 nM
1.0
0.75 1 6/27/201912:40 MM
n
Report ID: 30684 - 1180086 Page 13 of 30
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ace RnalX caJ
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Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840010
Sample ID: W17
Date Received: 6/20/2019 10:30 Matrix:
Date Collected: 6/19/2019 13:37
Bubble Strip
Parameters
Results Units
PQL
MDL DF Analyzed By
Qualifiers
RISK - PAES
Analysis Desc: AM20GAX
Analytical Method: AM20GAX
Methane
160 ug/I
0.10
0.022 1 6/27/201912:58 MM
n
Ethane
0.022 ug/I
0.010
0.0030 1 6/27/201912:58 MM
n
Ethene
0.00501.11 ug/I
0.010
0.0050 1 6/27/201912:58 MM
n
Hydrogen
1.1 nM
1.0
0.75 1 6/27/201912:58 MM
n
Report ID: 30684 - 1180086 Page 14 of 30
CERTIFICATE OF ANALYSIS
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840011
Sample ID: MW9A
Date Received: 6/20/2019 10:30 Matrix: Water
Date Collected: 6/18/2019 09:42
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/25/2019 19:08
KB
Acetic Acid
0.031J mg/I
0.10
0.028 1
6/25/2019 19:08
KB B
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/25/2019 19:08
KB
Butyric Acid
0.011 U mg/I
0.10
0.011 1
6/25/2019 19:08
KB
Pyruvic Acid
0.0050U mg/I
0.10
0.0050 1
6/25/2019 19:08
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/25/2019 19:08
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/25/2019 19:08
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/25/2019 19:08
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/25/2019 19:08
KB
Report ID: 30684 - 1180086 Page 15 of 30
CERTIFICATE OF ANALYSIS
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
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Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840012
Sample ID: MW10
Date Received: 6/20/2019 10:30 Matrix: Water
Date Collected: 6/18/2019 11:10
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/25/2019 20:01
KB
Acetic Acid
0.028U mg/I
0.10
0.028 1
6/25/2019 20:01
KB B
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/25/2019 20:01
KB
Butyric Acid
0.24 mg/I
0.10
0.011 1
6/25/2019 20:01
KB
Pyruvic Acid
0.0050U mg/I
0.10
0.0050 1
6/25/2019 20:01
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/25/2019 20:01
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/25/2019 20:01
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/25/2019 20:01
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/25/2019 20:01
KB
Report ID: 30684 - 1180086 Page 16 of 30
CERTIFICATE OF ANALYSIS
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840013
Sample ID: MW11
Date Received: 6/20/2019 10:30 Matrix: Water
Date Collected: 6/18/2019 14:46
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/25/2019 20:54
KB
Acetic Acid
0.063J mg/I
0.10
0.028 1
6/25/2019 20:54
KB B
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/25/2019 20:54
KB
Butyric Acid
0.055J mg/I
0.10
0.011 1
6/25/2019 20:54
KB
Pyruvic Acid
0.017J mg/I
0.10
0.0050 1
6/25/2019 20:54
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/25/2019 20:54
KB
Pentanoic Acid
0.0099J mg/I
0.10
0.0070 1
6/25/2019 20:54
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/25/2019 20:54
KB
Hexanoic Acid
0.076J mg/I
0.20
0.010 1
6/25/2019 20:54
KB
Report ID: 30684 - 1180086 Page 17 of 30
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840014
Sample ID: MW13
Date Received: 6/20/2019 10:30 Matrix: Water
Date Collected: 6/18/2019 13:27
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.070J mg/I
0.20
0.043 1
6/25/2019 21:48
KB
Acetic Acid
0.052J mg/I
0.10
0.028 1
6/25/2019 21:48
KB B
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/25/2019 21:48
KB
Butyric Acid
0.011 U mg/I
0.10
0.011 1
6/25/2019 21:48
KB
Pyruvic Acid
0.014J mg/I
0.10
0.0050 1
6/25/2019 21:48
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/25/2019 21:48
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/25/2019 21:48
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/25/2019 21:48
KB
Hexanoic Acid
0.014J mg/I
0.20
0.010 1
6/25/2019 21:48
KB
Report ID: 30684 - 1180086 Page 18 of 30
CERTIFICATE OF ANALYSIS
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840015
Sample ID: W14S
Date Received: 6/20/2019 10:30 Matrix: Water
Date Collected: 6/19/2019 11:36
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/25/2019 22:41
KB
Acetic Acid
0.044J mg/I
0.10
0.028 1
6/25/2019 22:41
KB B
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/25/2019 22:41
KB
Butyric Acid
0.011 U mg/I
0.10
0.011 1
6/25/2019 22:41
KB
Pyruvic Acid
0.015J mg/I
0.10
0.0050 1
6/25/2019 22:41
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/25/2019 22:41
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/25/2019 22:41
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/25/2019 22:41
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/25/2019 22:41
KB
Report ID: 30684 - 1180086 Page 19 of 30
CERTIFICATE OF ANALYSIS
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840016
Sample ID: W14D
Date Received: 6/20/2019 10:30 Matrix: Water
Date Collected: 6/19/2019 10:42
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/25/2019 23:34
KB
Acetic Acid
0.045J mg/I
0.10
0.028 1
6/25/2019 23:34
KB B
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/25/2019 23:34
KB
Butyric Acid
0.011 U mg/I
0.10
0.011 1
6/25/2019 23:34
KB
Pyruvic Acid
0.0050U mg/I
0.10
0.0050 1
6/25/2019 23:34
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/25/2019 23:34
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/25/2019 23:34
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/25/2019 23:34
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/25/2019 23:34
KB
Report ID: 30684 - 1180086 Page 20 of 30
CERTIFICATE OF ANALYSIS
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840017
Sample ID: MW15
Date Received: 6/20/2019 10:30 Matrix: Water
Date Collected: 6/19/2019 09:34
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/26/2019 00:28
KB
Acetic Acid
0.040J mg/I
0.10
0.028 1
6/26/2019 00:28
KB B
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/26/2019 00:28
KB
Butyric Acid
0.011 U mg/I
0.10
0.011 1
6/26/2019 00:28
KB
Pyruvic Acid
0.0050U mg/I
0.10
0.0050 1
6/26/2019 00:28
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/26/2019 00:28
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/26/2019 00:28
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/26/2019 00:28
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/26/2019 00:28
KB
Report ID: 30684 - 1180086 Page 21 of 30
CERTIFICATE OF ANALYSIS
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840018
Sample ID: MW16
Date Received: 6/20/2019 10:30 Matrix: Water
Date Collected: 6/19/2019 12:33
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/26/2019 01:21
KB
Acetic Acid
0.074J mg/I
0.10
0.028 1
6/26/2019 01:21
KB B
Propionic Acid
0.0042J mg/I
0.10
0.0040 1
6/26/2019 01:21
KB
Butyric Acid
0.070J mg/I
0.10
0.011 1
6/26/2019 01:21
KB
Pyruvic Acid
0.0058J mg/I
0.10
0.0050 1
6/26/2019 01:21
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/26/2019 01:21
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/26/2019 01:21
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/26/2019 01:21
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/26/2019 01:21
KB
Report ID: 30684 - 1180086 Page 22 of 30
CERTIFICATE OF ANALYSIS
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without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
11a • or--�TlT.f.*):MIll§T.Yol"'WA"IIIIIL?
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Lab ID: 306840019
Sample ID: MW17
Date Received: 6/20/2019 10:30 Matrix: Water
Date Collected: 6/19/2019 13:37
Parameters
Results Units
PQL
MDL DF
Analyzed
By Qualifiers
EDonors - PAES
Analysis Desc: AM23G
Analytical Method: AM23G
Lactic Acid
0.043U mg/I
0.20
0.043 1
6/26/2019 02:14
KB
Acetic Acid
0.046J mg/I
0.10
0.028 1
6/26/2019 02:14
KB B
Propionic Acid
0.0040U mg/I
0.10
0.0040 1
6/26/2019 02:14
KB
Butyric Acid
0.011 U mg/I
0.10
0.011 1
6/26/2019 02:14
KB
Pyruvic Acid
0.0050U mg/I
0.10
0.0050 1
6/26/2019 02:14
KB
i-Pentanoic Acid
0.0060U mg/I
0.10
0.0060 1
6/26/2019 02:14
KB
Pentanoic Acid
0.0070U mg/I
0.10
0.0070 1
6/26/2019 02:14
KB
i-Hexanoic Acid
0.029U mg/I
0.20
0.029 1
6/26/2019 02:14
KB
Hexanoic Acid
0.010U mg/I
0.20
0.010 1
6/26/2019 02:14
KB
Report ID: 30684 - 1180086 Page 23 of 30
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ANALYTICAL RESULTS QUALIFIERS
Workorder: 30684 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
DEFINITIONS/QUALIFIERS
MDL Method Detection Limit. Can be used synonymously with LOD; Limit Of Detection.
PQL Practical Quanitation Limit. Can be used synonymously with LOQ; Limit Of Quantitation.
ND Not detected at or above reporting limit.
DF Dilution Factor.
S Surrogate.
RPD Relative Percent Difference.
% Rec Percent Recovery.
U Indicates the compound was analyzed for, but not detected at or above the noted concentration.
J Estimated concentration greater than the set method detection limit (MDL) and less than the set reporting limit (PQL).
n The laboratory does not hold NELAP/TNI accreditation for this method or analyte.
B The analyte was detected in the associated blank.
d The analyte concentration was determined from a dilution.
Report ID: 30684 - 1180086
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 24 of 30

ace RnalX caJ
QUALITY CONTROL DATA
Workorder: 30684 JUDSON / 6003
QC Batch: DISG/7621 Analysis Method: AM20GAX
QC Batch Method: AM20GAX
Associated Lab Samples: 306840004
METHOD BLANK: 61847
Blank Reporting
Parameter Units Result Limit Qualifiers
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
RISK
Methane
ug/I
0.046U
0.046 n
Ethane
ug/I
0.0050U
0.0050 n
Ethene
ug/I
0.0040U
0.0040 n
LABORATORY CONTROL SAMPLE & LCSD:
61848
61849
Spike
LCS
LCSD
LCS
LCSD
% Rec
Max
Parameter
Units
Conc.
Result
Result % Rec
% Rec
Limit
RPD
RPD Qualifiers
Methane
ug/I
750
780
810
104
109
80-120
4.7
20 n
Ethane
ug/I
38
39
40
103
107
80-120
3.6
20 n
Ethene
ug/I
35
36
37
102
106
80-120
3.2
20 n
Report ID: 30684 - 1180086 Page 25 of 30
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.

ace RnalX caJ
QUALITY CONTROL DATA
I1 a.._«cZil:YTilllJfaWol"l1L:iil-l.
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
QC Batch: EDON/4111
Analysis Method:
AM23G
QC Batch Method: AM23G
Associated Lab Samples:
306840011, 306840012, 306840013, 306840014, 306840015, 306840016,
306840017, 306840018, 306840019
METHOD BLANK: 61864
Blank
Reporting
Parameter
Units
Result
Limit Qualifiers
EDonors
Lactic Acid
mg/I
0.043U
0.043
Acetic Acid
mg/I
0.040J
0.028 B
Propionic Acid
mg/I
0.0040U
0.0040
Butyric Acid
mg/I
0.011 U
0.011
Pyruvic Acid
mg/I
0.0050U
0.0050
i-Pentanoic Acid
mg/I
0.0060U
0.0060
Pentanoic Acid
mg/I
0.0070U
0.0070
i-Hexanoic Acid
mg/I
0.029U
0.029
Hexanoic Acid
mg/I
0.010U
0.010
LABORATORY CONTROL SAMPLE: 61865
Spike
LCS
LCS
% Rec
Parameter
Units
Conc.
Result
% Rec
Limits Qualifiers
Lactic Acid
mg/I
2
2.0
102
70-130
Acetic Acid
mg/I
2
2.1
107
70-130 B
Propionic Acid
mg/I
2
2.1
104
70-130
Butyric Acid
mg/I
2
2.0
101
70-130
Pyruvic Acid
mg/I
2
2.0
98
70-130
i-Pentanoic Acid
mg/I
2
2.0
101
70-130
Pentanoic Acid
mg/I
2
2.0
99
70-130
i-Hexanoic Acid
mg/I
2
1.9
95
70-130
Hexanoic Acid
mg/I
2
1.8
92
70-130
Report ID: 30684 - 1180086
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 26 of 30

ace RnalX caJ
QUALITY CONTROL DATA
Workorder: 30684 JUDSON / 6003
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
QC Batch: DISG/7628 Analysis Method: AM20GAX
QC Batch Method: AM20GAX
Associated Lab Samples: 306840001, 306840002, 306840003, 306840005, 306840006, 306840007, 306840008, 306840009, 306840010
METHOD BLANK: 61896
Blank Reporting
Parameter Units Result Limit Qualifiers
RISK
Methane
ug/I
0.022U
0.022 n
Ethane
ug/I
0.0030U
0.0030 n
Ethene
ug/I
0.0050U
0.0050 n
METHOD BLANK: 61897
Blank
Reporting
Parameter
Units
Result
Limit Qualifiers
RISK
Hydrogen
nM
0.75U
0.75 n
LABORATORY CONTROL SAMPLE & LCSD:
61898
61900
Spike
LCS
LCSD LCS
LCSD
% Rec
Max
Parameter Units
Conc.
Result
Result % Rec
% Rec
Limit
RPD
RPD
Qualifiers
Methane ug/I
8.1
8.1
8.0 100
99
80-120
0.24
20
n
Ethane ug/I
6.4
6.4
6.4 101
101
80-120
0.012
20
n
Ethene ug/I
16
16
16 101
101
80-120
0.078
20
n
LABORATORY CONTROL SAMPLE & LCSD:
61899
61901
Spike
LCS
LCSD LCS
LCSD
% Rec
Max
Parameter Units
Conc.
Result
Result % Rec
% Rec
Limit
RPD
RPD
Qualifiers
Hydrogen nM
24
24
24 97
97
80-120
0.084
20
n
Report ID: 30684 - 1180086
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 27 of 30

ace RnalX caJ
QUALITY CONTROL DATA
I1 a.._«cZil:YTilllJfaWol"l1L:iil-l.
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
QC Batch: EDON/4115
Analysis Method:
AM23G
QC Batch Method: AM23G
Associated Lab Samples: 306840004
METHOD BLANK: 61920
Blank
Reporting
Parameter Units
Result
Limit Qualifiers
EDonors
Lactic Acid mg/I
0.043U
0.043
Acetic Acid mg/I
0.046J
0.028 B
Propionic Acid mg/I
0.0040U
0.0040
Butyric Acid mg/I
0.011 U
0.011
Pyruvic Acid mg/I
0.0050U
0.0050
i-Pentanoic Acid mg/I
0.0060U
0.0060
Pentanoic Acid mg/I
0.0070U
0.0070
i-Hexanoic Acid mg/I
0.029U
0.029
Hexanoic Acid mg/I
0.010U
0.010
LABORATORY CONTROL SAMPLE: 61921
Spike
LCS
LCS
% Rec
Parameter Units
Conc.
Result
% Rec
Limits Qualifiers
Lactic Acid mg/I
2
2.1
103
70-130
Acetic Acid mg/I
2
2.3
117
70-130 B
Propionic Acid mg/I
2
2.1
105
70-130
Butyric Acid mg/I
2
2.1
105
70-130
Pyruvic Acid mg/I
2
1.7
84
70-130
i-Pentanoic Acid mg/I
2
2.1
104
70-130
Pentanoic Acid mg/I
2
2.0
99
70-130
i-Hexanoic Acid mg/I
2
1.9
97
70-130
Hexanoic Acid mg/I
2
1.8
92
70-130
Report ID: 30684 - 1180086
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 28 of 30

/� ace RnalX caJ
QUALITY CONTROL DATA QUALIFIERS
Workorder: 30684 JUDSON / 6003
QUALITY CONTROL PARAMETER QUALIFIERS
The analyte was detected in the associated blank.
The laboratory does not hold NELAP/TNI accreditation for this method or analyte.
Report ID: 30684 - 1180086
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Page 29 of 30

ace RnalX caJ
QUALITY CONTROL DATA CROSS REFERENCE TABLE
n..._«cZil:YTilllJfaWol"l1L:iil-l.
Pace Analytical Energy Services LLC
220 William Pitt Way
Pittsburgh, PA 15238
Phone: [phone]
Fax: [phone]
Analysis
Lab ID
Sample ID
Prep Method Prep Batch Analysis Method
Batch
306840004
MW12S
AM20GAX
DISG/7621
306840011
MW9A
AM23G
EDON/4111
306840012
MW10
AM23G
EDON/4111
306840013
MW11
AM23G
EDON/4111
306840014
MW13
AM23G
EDON/4111
306840015
W14S
AM23G
EDON/4111
306840016
W14D
AM23G
EDON/4111
306840017
MW15
AM23G
EDON/4111
306840018
MW16
AM23G
EDON/4111
306840019
MW17
AM23G
EDON/4111
306840001
MW9A
AM20GAX
DISG/7628
306840002
MW10
AM20GAX
DISG/7628
306840003
MW11
AM20GAX
DISG/7628
306840005
MW13
AM20GAX
DISG/7628
306840006
W14S
AM20GAX
DISG/7628
306840007
W14D
AM20GAX
DISG/7628
306840008
W15
AM20GAX
DISG/7628
306840009
W16
AM20GAX
DISG/7628
306840010
W17
AM20GAX
DISG/7628
306840004
MW12S
AM23G
EDON/4115
Report ID: 30684 - 1180086
CERTIFICATE OF ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Energy Services LLC.
Page 30 of 30

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Water Quality Monitoring Report
June 2019 Semiannual Sampling Event
Wood Project No. 6468-19-9035
Appendix B
wood.
Historical Analytical Data and Groundwater Elevations

Appendix B
MW-ID Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
IL A
10
1
Total
1,000
15
1
1
Thalliurn
&,,Vanadium
2,000
Zinc
2001-May
ivy
ivy
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2001-Nov
ND
ND
ND
ND
ND
ND
83
ND
ND
NS
ND
ND
ND
ND
NS
48
53
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
ND
ND
ND
ND
ND
ND
22
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
NS
Damaged
Damaged
Damaged
Damaged
NS
Damaged
Damaged
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
NS
Damaged
Damaged
Damaged
Damaged
NS
Damaged
Damaged
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
0.05 U
0.47 U
0.04 U
0.08 U
1
0.41 U
0.24 U
0.2 U
0.07 U
0.04 U
0.66 U
0.35 U
0.52 U
0.07 U
NS
0.42 U
16
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
0.2J
0.3J
111
0.06U
0.11
0.11
0.3J
0.4
0.04U
NS
0.91
0.3J
0.04U
ND
NS
0.07U
1
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-Nov
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
NS
Damaged
Damaged
Damaged
Damaged
NS
Damaged
Damaged
2012-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2012-Nov
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
NS
Damaged
Damaged
Damaged
Damaged
NS
Damaged
Damaged
2013-May
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
NS
Damaged
Damaged
Damaged
Damaged
NS
Damaged
Damaged
2014-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2015-May
0.57 J
0.49 J
71.1 J
0.02 U
0.85 J
0.22 J
0.24 J
4.8 J
0.27 J
NS
3.4 J
0.24 J
0.01 U
0.03 J
NS
0.88 J
16
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2016-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2017-May
0.3J
0.07U
74.6J
0.07U
0.60J
0.38J
0.13J
4.1J
0.29J
0.07U
4.4J
0.51U
0.20U
0.08U
0.52J
2.2J
11
2017-Dec
0.26J
4.9J
115
0.07J
0.55J
0.57J
2.1J
3.1J
2.1J
0.07U
4.4J
0.63J
0.24J
0.08U
0.911
4.1J
51
2018-Jun
0.08 J
2.6 J
35.6
0.05 U
0.27 J
0.22 J
0.15 U
1.5 J
0.53 J
0.07 U
2 J
0.33 J
0.06 J
0.05 U
0.11
1.4
6.5 J
2018-Dec
0.11 J
2.5 J
35.5
0.05 U
0.111
0.27 J
1.4 J
1.6 J
11
0.05 U
1.6 J
0.3 J
0.09 J
0.05 U
0.17 J
2
14
2019-Jun
9
1.5 J
28.1
0.05 U
0.02 U
0.07 J
0.15 U
11
0.03 U
0.12 J
0.72 J
0.29 J
0.05 U
0.05 U
0.05 U
0.03 U
3.8 J
1 of 53

Appendix B
MW-ID Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
GWPS
1
0.4
70
NE
2001-May
ND
ND
ND
NS
ND
NS
NS
11.12
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
ND
ND
ND
NS
ND
NS
NS
11.98
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
Damaged
Damaged
Damaged
NS
Damaged
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
Damaged
Damaged
Damaged
NS
Damaged
NS
NS
Damaged
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
ND
ND
ND
NS
ND
NS
NS
12.52
2007-Jun
ND
ND
ND
NS
ND
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
ND
ND
ND
NS
ND
NS
NS
12.24
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
NS
NS
NS
NS
NS
NS
NS
NM
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NM
2010-Jan
NS
NS
NS
NS
NS
NS
NS
NM
2010-May
NS
NS
NS
NS
NS
NS
NS
NM
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2011-May
NS
NS
NS
NS
NS
NS
NS
NM
2011-Nov
NS
NS
NS
NS
NS
NS
NS
Damaged
2012-May
NS
NS
NS
NS
NS
NS
NS
NM
2012-Nov
NS
NS
NS
NS
NS
NS
NS
Damaged
2013-May
NS
NS
NS
NS
NS
NS
NS
Damaged
2014-May
NS
NS
NS
NS
NS
NS
NS
NM
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2015-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
13.33
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2016-May
NS
NS
NS
NS
NS
NS
NS
NM
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2017-May
0.24U
0.27 U
0.25 U
100U
0.63U
14.4
NS
13.01
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
117
NS
Damaged
2018-Jun
0.24 U
0.21 U
0.25 U
100
0.63 U
30.5
NS
Damaged
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
42.7
2.71 U
13.34
2019-Jun
0.24 U
0.02 U
0.25 U
100 U
0.12 U
43.3
2.71 U
12.50
2 of 53

Appendix B
MW-IS Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
Date Sampled
Antimony
Arsenic
ND
Barium
ND
Beryllium
ND
Cadmium
ND
CobaltCopper
ND
Total
ND
ND
ND
NS
ND
ND
ND
ND
ND
3
ND
ND
2001-May
ND
2001-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2002-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2002-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2003-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2003-Nov
ND
ND
ND
ND
ND
ND
15
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2004-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2004-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2005-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2005-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2006-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2006-Nov
ND
ND
ND
ND
1
ND
ND
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2007-May
0.05 U
0.47 U
0.04 U
0.08 U
0.06 U
0.41 U
0.24 U
0.2 U
0.07 U
0.04 U
0.66 U
0.35 U
0.52 U
0.07 U
0.42 U
0.42 U
0.2 U
2007-Nov
0.05U
0.47U
62.4J
0.6J
0.7J
1.51
0.3J
1.7
1.3
NS
3.3J
1.91
0.04U
0.04U
1.5J
1.51
7.9J
2008-May
0.44U
0.5J
27.5J
1
0.6J
0.8J
0.2J
1.5
1.6
NS
5.2J
1.91
0.2J
0.11
0.8J
0.8J
4.5J
2008-Nov
0.11
1.11
62.5J
0.7J
0.3J
0.91
0.5J
1.3
2.8
NS
4J
1.6J
0.04U
0.04U
2.6J
2.6J
5.1J
2009-May
0.11
1.8J
26J
2.6
2.3
1.2J
0.10U
0.7
3.7
NS
2.1J
5.2J
0.04U
0.03U
3.5J
3.5J
9.4J
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
0.06J
2.1J
77.4J
0.2J
0.2J
2.5J
0.10U
0.91
0.8J
NS
1.7J
5.2J
0.11
0.11
11
11
2.2J
2010-May
0.22U
0.7J
23.5J
0.5J
0.2J
0.7J
0.5J
0.7J
3.0J
NS
3.2J
1.01
0.11
0.05U
3.8J
3.8J
2.2J
2010-Nov
0.22U
1.91
56.6J
0.3J
0.2J
0.8J
0.5J
0.5J
2.0J
NS
3.9J
1.8J
0.03U
0.05U
3.3J
3.3J
5.6J
2011-May
0.191
0.36J
36J
0.16J
0.111
0.41J
0.44J
1.11
0.6J
NS
1.2J
0.46J
0.02U
0.02U
1.2J
1.2J
2.6J
2011-Nov
0.14U
1.11
58.7J
0.26J
0.37J
0.48J
0.66J
0.89J
1.7J
NS
1.4J
1.2J
0.02U
0.02U
2.5J
2.5J
3.2J
2012-May
0.12J
0.88J
68.3J
0.191
0.03U
0.38J
0.911
0.87J
1.11
NS
2.6J
1.7J
0.1U
0.35J
1.7J
1.7J
1.4J
2012-Nov
0.14J
0.74J
37.1J
0.18J
0.16J
0.31J
0.45J
1.01
1.11
0.02U
2.6J
1.2J
0.1U
0.07U
1.2J
1.2J
4.7J
2013-May
0.07J
0.02J
73.9J
0.04J
0.15J
0.20J
0.50J
0.96J
0.14J
0.04J
1.8J
1.6J
0.03U
0.04J
1.01
1.01
0.76J
2014-May
0.19 J
0.05 U
20.3 J
0.03 U
0.111
0.13 J
0.45 J
1.0 J
0.111
0.01 U
1.3 J
0.06 U
0.03 U
0.02 U
0.16 J
0.16 J
0.88 J
2014-Nov
16
0.86J
64.5J
0.04U
0.12J
0.33J
1.6J
0.94J
0.18J
0.06U
2.6J
3.0J
0.04U
0.13U
0.96J
0.96J
1.2J
2015-May
0.26J
2.2J
19.91
0.03J
0.13J
0.44J
0.17J
0.60J
0.34J
0.05U
1.6J
0.35J
0.01U
0.02U
1.01
1.01
3.3J
2015-Nov
0.95J
1.01
21.4J
0.04U
0.08J
0.30J
0.12U
1.6J
0.26J
0.05U
2.9J
0.23J
0.01U
0.02U
2.3J
2.3J
1.7J
2016-May
0.56J
2.7J
24.6J
0.07J
0.12J
0.20J
0.52J
3.0J
1.8J
0.04U
2.0J
0.54U
0.06U
0.05U
4.0J
4.0J
3.4J
2016-Nov
0.45J
1.91
49.4J
0.05J
0.13J
0.31J
0.53J
1.8J
0.69J
0.04U
3.8J
1.6J
0.06U
0.05U
2.0J
2.0J
1.8J
2017-May
0.66J
0.31J
31.4J
0.07U
0.11
0.24U
0.17J
3.0J
0.56J
NS
2.4J
0.51U
0.20U
0.08U
2.8J
2.8J
1.8J
2017-Dec
0.37J
0.42J
25J
0.07U
0.08U
0.24U
0.111
1.7J
0.191
0.07U
2.7J
0.71J
0.20U
0.08U
1.11
1.11
4.3J
2018-Jun
0.41J
1.5J
33.7
0.05J
0.05J
0.2J
0.15U
1.3J
0.48J
0.07U
2J
0.56J
US
0.05U
1.2
1.2
1.11
2018-Dec
0.52 J
0.96 J
38.5
0.05 U
0.14 J
0.27 J
0.77 J
1.9 J
0.28 J
0.05 U
3.1 J
1.9 J
US U
US U
1.8
1.8
8.1 J
2019-Jun
0.67J
0.68J
31.3
0.05U
0.07J
0.37J
0.18J
3.1J
0.6J
0.06J
2.4J
0.7J
0.05U
0.14J
0.05U
1.5
2.3J
3 of 53

Appendix B
MW-IS Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
..
GWPS
2001-May
ND
.
ND
.IA-Dioxane
ND
NS
ND
NS
NS
Groundwater Elevation
--
12
2001-Nov
ND
ND
ND
NS
ND
NS
NS
10.83
2002-May
ND
ND
ND
NS
ND
NS
NS
13.06
2002-Nov
ND
ND
ND
NS
ND
NS
NS
12.35
2003-May
ND
ND
ND
NS
ND
NS
NS
13.08
2003-Nov
ND
ND
ND
NS
ND
NS
NS
13.57
2004-May
ND
ND
ND
NS
ND
NS
NS
12.42
2004-Nov
ND
ND
ND
NS
ND
NS
NS
12.01
2005-May
ND
ND
ND
NS
ND
NS
NS
12.63
2005-Nov
ND
ND
ND
NS
ND
NS
NS
13.5
2006-May
ND
ND
ND
NS
ND
NS
NS
12.45
2006-Nov
ND
ND
ND
NS
ND
NS
NS
13.71
2007-May
ND
ND
ND
NS
ND
NS
NS
13.64
2007-Jun
ND
ND
ND
NS
ND
NS
NS
NM
2007-Nov
ND
ND
ND
NS
ND
NS
NS
11.03
2008-May
ND
ND
ND
NS
ND
NS
NS
11.05
2008-Nov
ND
ND
1.0 J
NS
ND
NS
NS
11.77
2009-May
ND
ND
ND
NS
ND
NS
NS
10.31
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NM
2010-Jan
ND
ND
ND
NS
ND
NS
NS
13.74
2010-May
ND
ND
ND
NS
ND
NS
NS
11.87
2010-Nov
0.6 J
ND
ND
NS
ND
NS
NS
12.71
2011-May
0.3 J
ND
ND
NS
ND
ND
NS
11.97
2011-Nov
ND
ND
ND
NS
ND
ND
NS
12.71
2012-May
ND
ND
ND
NS
ND
1.8
NS
12.04
2012-Nov
ND
ND
ND
100 U
ND
ND
NS
12.71
2013-May
ND
ND
ND
100 U
ND
ND
NS
12.55
2014-May
0.24 U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
13.31
2014-Nov
0.24 U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
12.17
2015-May
0.24 U
0.27 U
0.25 U
104 J
0.63 U
0.39 U
NS
14.21
2015-Nov
0.24 U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
15.71
2016-May
0.24 U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
14.48
2016-Nov
0.24 U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
13.31
2017-May
0.24U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
13.34
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
14.35
2018-Jun
0.24 U
0.21 U
0.25 U
147 J
0.63 U
0.39 U
NS
13.81
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
5.33
14.17
2019-Jun
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.62 J
2.71 U
12.80
4of53

Appendix B
MW-2D Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
!
M
GWPS
1
10
71
1
1,000
15
1
hmm
20
20
2,000
3
2001-May
ND
ND
ND
ND
NCB
29
ND
AU
NS
ND
-mmmmIL-
ND
--Jmiliim�
ND
ND
ND
ND
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2003-May
ND
ND
ND
ND
ND
ND
24
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2006-May
ND
ND
ND
ND
ND
ND
11
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2007-May
0.05 U
0.47 U
NS
0.08 U
0.06 U
0.41 U
0.24 U
0.2 U
0.07 U
0.04 U
0.66 U
0.35 U
0.52 U
0.07 U
ND
0.42 U
19
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2008-May
0.44 U
0.4 J
16 J
0.06 U
0.35 J
0.11
0.3 J
0.7
0.2
NS
1.4 J
0.2 J
0.04 U
0.04 U
ND
0.07 U
2.2
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2009-May
0.06 J
1.2 J
1.8 J
0.06 U
3.6
0.4 J
1.7 J
5.5
0.7
NS
1.7 J
0.12 U
0.04 U
0.03 U
ND
2.6 J
14
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2010-Jan
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2010-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2011-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2011-Nov
0.14 U
0.48 J
2.0 J
0.02 U
0.09 J
0.03 U
0.04 U
0.15 J
0.06 J
NS
0.3 J
0.38 J
0.02 U
0.02 U
ND
2.0 J
1.11
2012-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2012-Nov
0.11
0.35J
1.8J
0.07U
0.03J
0.04J
0.18U
0.76J
0.07J
0.07J
1.11
0.55J
0.1U
0.07U
0.1U
1.51
1.8J
2013-May
0.04J
0.86J
16.5J
0.03J
0.39J
0.26J
0.7J
2.0J
0.33J
0.04J
1.6J
0.06J
0.03U
0.02U
0.24J
1.3J
5.4J
2014-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2015-May
0.21J
0.39J
6.1J
0.02U
0.23J
0.04J
0.31J
1.5J
0.05J
NS
1.5J
0.71J
0.01U
0.04J
ND
1.91
3.5J
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2016-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
ND
NS
NS
2017-May
0.08 J
0.07 U
15.1 J
0.07 U
0.23 J
0.24 U
0.63 J
1.4 J
0.27 J
0.07 U
1.3 J
0.51 U
0.20 U
0.08 U
0.14 J
2.0 J
5.4 J
2017-Dec
0.06 U
0.79 J
16.7 J
0.07 U
0.08 U
0.24 U
0.57 J
0.55 J
0.24 J
0.07 U
1.2 J
0.51 U
0.20 U
0.08 U
0.13 U
0.98 J
2.7 J
2018-Jun
0.04J
1.3J
19.8
0.11
0.091
0.51J
2J
1.11
0.98J
0.07U
2J
0.31J
0.05U
0.111
0.05U
2.7
5.7J
2018-Dec
0.03 U
0.91 J
15.6
0.05 U
0.02 U
0.12 J
0.35 J
0.35 J
0.03 U
0.05 U
1.11
0.19 J
0.05 U
0.05 U
0.05 U
0.03 U
1.8 J
2019-Jun
0.03 J
0.06 J
15.2
0.05 U
0.02 U
0.15 U
0.09 J
0.61 J
0.03 U
0.07 J
1.11
0.15 U
0.06 J
0.11
0.05 U
0.03 U
4.7 J
5 of 53

Appendix B
MW-2D Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
GWPS
2001-May
ND
ND
ND
NS
ND
NS
NS
9.11
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
ND
ND
ND
NS
ND
NS
NS
9.74
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
ND
ND
ND
NS
ND
NS
NS
9.47
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
ND
ND
ND
NS
ND
NS
NS
9.45
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
ND
ND
ND
NS
ND
NS
NS
9.85
2007-Jun
ND
ND
ND
NS
ND
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
ND
ND
ND
NS
ND
NS
NS
9.52
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
ND
ND
ND
NS
ND
NS
NS
8.99
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NM
2010-Jan
ND
ND
ND
NS
ND
NS
NS
NM
2010-May
NS
NS
NS
NS
NS
NS
NS
NM
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2011-May
NS
NS
NS
NS
NS
NS
NS
NM
2011-Nov
ND
ND
ND
NS
ND
NS
NS
9.47
2012-May
NS
NS
NS
NS
NS
NS
NS
NM
2012-Nov
ND
ND
ND
100 U
ND
ND
NS
9.65
2013-May
ND
ND
ND
100 U
ND
ND
NS
9.42
2014-May
NS
NS
NS
NS
NS
NS
NS
NM
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2015-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
10.59
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2016-May
NS
NS
NS
NS
NS
NS
NS
NM
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2017-May
0.24U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
9.94
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
9.80
2018-Jun
0.24 U
0.21 U
0.25 U
161 J
0.63 U
0.39 U
NS
9.99
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
10.08
2019-Jun
0.24 U
0.02 U
0.25 U
100 0
0.12 U
0.51 J
2.71 U
9.25
6 of 53

Appendix B
MW-25 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
Date Sampled
2001-May
Antimony
ND
Arsenic
ND
Barium
IN
ND
Beryllium
ND
Cadmium
AL
ND
CobaltCopper
q%mor"016.
ND
Total
ND
ND
15
29
NS
ND
ND
ND
0.2
ND
NS
3
ND
ND
2001-Nov
ND
ND
ND
ND
ND
ND
ND
ND
27
NS
ND
ND
ND
ND
NS
ND
ND
2002-May
ND
ND
ND
ND
ND
ND
85
ND
ND
NS
ND
ND
ND
ND
NS
124
99
2002-Nov
ND
ND
ND
ND
ND
19
69
ND
ND
NS
ND
ND
ND
ND
NS
98
57
2003-May
ND
ND
ND
ND
ND
16
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2003-Nov
ND
ND
ND
ND
ND
ND
ND
ND
22
NS
ND
ND
ND
ND
NS
ND
ND
2004-May
ND
ND
ND
ND
ND
ND
42
ND
20
NS
ND
ND
ND
ND
NS
ND
ND
2004-Nov
ND
ND
ND
ND
ND
11
33
ND
ND
NS
ND
ND
ND
ND
NS
44
ND
2005-May
ND
ND
ND
ND
ND
ND
33
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-Nov
ND
ND
ND
ND
ND
13
15
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-Nov
ND
ND
ND
ND
1
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2007-May
0.05 U
0.47 U
0.04 U
0.08 U
0.06 U
0.41 U
0.24 U
0.2 U
0.07 U
0.04 U
0.66 U
0.35 U
0.52 U
0.07 U
NS
0.42 U
0.2 U
2007-Nov
0.4J
4.2J
96.9J
0.06U
0.3J
9.3J
0.5J
2
0.3
NS
3.6J
2.3J
0.04U
0.2J
NS
0.91
3.3J
2008-May
0.44U
1.3J
51.8J
0.11
0.11
1.3J
0.6J
1
0.5
NS
2.1J
1.2J
0.11
0.11
NS
0.07U
1.91
2008-Nov
0.11
5.6J
165
0.06U
0.11
10
1.7J
1.2
0.4
NS
6J
4.8J
0.04U
0.11
NS
1.3J
2.4J
2009-May
0.11
2.2J
6.9J
0.06U
0.04U
5.81
0.7J
1.9
0.5
NS
1.8J
2.5J
0.04U
0.03U
NS
1.81
5J
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
0.11
0.8J
15.4J
0.91
0.4J
0.4J
0.10U
1.2J
3.9J
NS
3.1J
1.91
0.2J
0.03U
NS
3.5J
3J
2010-May
0.7J
1.7J
47.5J
0.11
0.8J
1.11
0.7J
0.91
1.11
NS
1.7J
3.5J
0.03U
0.05U
NS
2.1J
5.8J
2010-Nov
0.22U
5.6J
149
0.11
0.6J
3.3J
0.6J
1.11
0.5J
NS
6.2J
0.32U
0.03U
0.11
NS
0.6J
3.5J
2011-May
0.14U
3.1J
101
0.11
0.29J
3.7J
0.62J
1.5J
0.92J
NS
3.1J
0.20U
0.02U
0.11
NS
0.94J
3.1J
2011-Nov
0.14U
0.91
34.3J
0.07J
0.17J
1.11
0.29J
0.49J
0.68J
NS
1.2J
1.3J
0.02U
0.07J
NS
0.75J
2.0J
2012-May
0.12J
6.1J
166
0.17J
0.25J
7.0J
1.7J
1.3J
1.3J
NS
4.4J
13
0.1U
0.22J
NS
2.0J
2.0J
2012-Nov
0.28J
91
152
0.091
0.18J
8.6J
1.91
1.3J
0.64J
NS
6.6J
15
0.1U
0.101
NS
1.7J
4.6J
2013-May
0.091
5.3J
80.2J
0.101
0.29J
2.0J
0.57J
1.6J
0.55J
NS
4.6J
14
0.03U
0.07J
NS
0.62J
2.4J
2014-May
0.02 U
0.12 J
33.0 J
0.06 J
0.14 J
1.01
0.81 J
0/8 U
0.19 J
NS
1.6 J
0.38 J
0.03 U
0.07 J
NS
0.07 U
1.11
2014-Nov
0.16J
7J
273
0.111
0.44J
5.6J
3.5J
2.0J
83
NS
5.9J
0.16U
0.04U
0.13U
NS
2.3J
3.2J
2015-May
0.03 J
0.15 J
34.3 J
0.08 J
0.13 J
0.29 J
0.14 J
0.36 J
0.27 J
NS
0.57 J
0.22 U
0.01 U
0.06 J
NS
0.59 J
0.37 J
2015-Nov
0.15J
1.2J
34.6J
0.07J
0.26J
0.39J
1.2J
2.7J
2.6J
NS
1.3J
0.26J
0.01U
0.07J
NS
2.8J
3.2J
2016-May
0.05 U
0.66 U
89.5 J
0.08 J
0.10 J
0.49 J
0.70 J
1.2 J
0.32 J
NS
2.0 J
1.3 J
0.06 U
0.07 J
NS
0.36 U
2.5 J
2016-Nov
0.07J
1.2J
55.2J
0.04U
0.101
1.7J
0.37J
0.34J
0.13J
NS
2.6J
2.6J
0.06U
0.101
NS
0.39J
1.61U
2017-May
0.08 J
1.2 J
39.9 J
0.07U
0.13J
1.11
0.82 J
1.3 J
0.37 J
0.07 U
2.5 J
1.3 J
0.20 U
0.08U
0.13U
2.4 J
3.4 J
2017-Dec
0.17J
8.0J
281
0.18J
0.17J
4.1J
7.6J
2.7J
1.8J
0.07U
6.0J
0.5U
0.20U
0.08U
0.13U
5.3J
4.0J
2018-Jun
0.07 J
2 J
62.6
0.06 J
0.06 J
1.1
0.43 J
1.3 J
0.48 J
0.07 U
3.3 J
2.1 J
0.05 U
0.05 U
0.05 U
0.83 J
5.2 J
2018-Dec
0.16 J
4.1 J
135
0.05 U
0.111
1.4
3 J
1.5 J
0.41 J
0.05 U
3.9 J
4.6 J
0.05 U
0.08 J
0.05 U
1.2
2.3 J
2019-Jun
1 0.09 J
1 5.3
1 94.7
1 0.05 J
1 0.06 J
1 2 J
1.3
0.56 J
0.04 J
0.08 J
3.9 J
1.7 J
0.05 U
0.05 U
0.05 U
0.6 J
2.3 J
7 of 53

Appendix B
MW-2S Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
..
GWPS
2001-May
ND
.
ND
.IA-Dioxane
ND
NS
ND
NS
NS
Groundwater Elevation
--
10.54
2001-Nov
ND
ND
ND
NS
ND
NS
NS
9.7
2002-May
ND
ND
ND
NS
ND
NS
NS
10.91
2002-Nov
ND
ND
ND
NS
ND
NS
NS
9.95
2003-May
ND
ND
ND
NS
ND
NS
NS
11.24
2003-Nov
ND
ND
ND
NS
ND
NS
NS
11.06
2004-May
ND
ND
ND
NS
ND
NS
NS
10.70
2004-Nov
ND
ND
ND
NS
ND
NS
NS
10.18
2005-May
ND
ND
ND
NS
ND
NS
NS
10.89
2005-Nov
ND
ND
ND
NS
ND
NS
NS
11.55
2006-May
ND
ND
ND
NS
ND
NS
NS
10.57
2006-Nov
ND
ND
ND
NS
ND
NS
NS
11.29
2007-May
ND
ND
ND
NS
ND
NS
NS
11.14
2007-Jun
ND
ND
ND
NS
ND
NS
NS
NM
2007-Nov
ND
ND
ND
NS
ND
NS
NS
9.56
2008-May
ND
ND
ND
NS
ND
NS
NS
10.93
2008-Nov
ND
ND
ND
NS
ND
NS
NS
10.32
2009-May
ND
ND
ND
NS
ND
NS
NS
9.14
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
ND
ND
ND
NS
ND
NS
NS
11.65
2010-May
ND
ND
ND
NS
ND
NS
NS
10.83
2010-Nov
ND
ND
ND
NS
ND
NS
NS
11.43
2011-May
ND
ND
ND
NS
ND
0.7
NS
10.56
2011-Nov
ND
ND
ND
NS
ND
ND
NS
11.88
2012-May
ND
ND
ND
NS
ND
2.4
NS
10.43
2012-Nov
0.6 J
ND
ND
NS
ND
8.5
NS
10.50
2013-May
ND
ND
ND
NS
ND
1.8
NS
10.71
2014-May
0.24 U
0.27 U
0.27 U
NS
0.63 U
1
NS
11.43
2014-Nov
0.60 J
0.27 U
0.27 U
NS
0.63 U
17.7
NS
10.33
2015-May
0.24 U
0.27 U
0.27 U
NS
0.63 U
0.39 U
NS
12.14
2015-Nov
0.24 U
0.27 U
0.27 U
NS
0.63 U
0.39 U
NS
11.84
2016-May
0.24 U
0.27 U
0.27 U
NS
0.63 U
0.39 U
NS
11.73
2016-Nov
0.24 U
0.27 U
0.27 U
NS
0.63 U
0.39 U
NS
11.94
2017-May
0.24 U
0.27 U
0.27 U
100 U
0.63 U
1
NS
11.43
2017-Dec
0.24 U
0.21 U
0.21 U
100 U
0.63 U
13.1
NS
10.44
2018-Jun
0.24 U
0.21 U
0.21 U
100 U
0.63 U
1.1
NS
11.62
2018-Dec
0.24 U
0.02 U
0.02 U
100 U
0.12 U
4.85
6.2
11.08
2019-Jun
0.24 U
0.02 U
0.25 U
100 U
0.12 U
3.94
11.9
10.69
8 of 53

Appendix B
MW-3D Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
0
...-
GWPS
1
10
71
1
10
1,000
15
1
20
20
2,000
2001-May
lm,
NS
NS
NS
NS
NS
NS
NS
NS
ivy
NS
NS
NS
NS
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
0.05U
0.6J
4.6J
0.06U
0.5J
0.41U
0.24U
1.3
0.1
NS
1.6J
0.14U
0.04U
0.04U
NS
0.7J
3.6J
2008-May
0.1 J
7.3 J
394
0.06 U
0.11
13
1.5 J
1.3
0.1
NS
7.4 J
0.14 U
0.11
0.04 U
NS
1.11
2.6 J
2008-Nov
0.05U
0.2J
5J
0.06U
0.04U
0.11
0.11U
1.3
0.1
NS
0.6J
0.3J
0.04U
0.04U
NS
0.11
3.3J
2009-May
0.06J
0.5J
5.3J
0.06U
0.11
0.11
0.10U
0.7
0.04U
NS
0.4J
0.3J
0.04U
0.03U
NS
1.01
5.9J
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-Nov
0.14 U
0.36 J
7.6 J
0.02 U
0.24 J
0.05 J
0.15 J
0.52 J
0.08 J
NS
0.71 J
0.20 U
0.02 U
0.02 U
NS
0.4 J
1.7 J
2012-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2012-Nov
0.17 J
0.33 J
7.0 J
0.07 U
0.03 U
0.03 J
0.18 U
1.3 J
0.08 U
0.03 J
0.88J
0.52 J
0.1 U
0.07 U
0.17 J
0.1 U
2.5 J
2013-May
0.03J
0.51J
7.8J
0.03U
0.48J
0.08J
0.38J
1.6J
0.13J
0.05J
0.901
0.23J
0.03U
0.18J
NS
0.93J
5.0J
2014-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2015-May
0.05 J
0.26 J
10.8 J
0.02 U
0.18 J
0.05J
0.40 J
0.92 J
0.07 J
NS
0.68 J
0.22 U
0.01 U
0.03 J
NS
0.26 J
3.3 J
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2016-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2017-May
0.06 U
0.40 J
11.8 J
0.07 U
0.40 J
0.24 U
0.58 J
1.6 J
0.16 J
0.07 U
0.83 J
0.51 U
0.20 U
0.08 U
0.28 J
1.6 J
5.2 J
2017-Dec
0.06 U
0.41 J
11.11
0.07 U
0.08 U
0.24 U
0.08 U
0.86 J
0.111
0.07 U
0.68 J
0.74 J
0.20 U
0.08 U
0.13 U
0.35 J
2.1 J
2018-Jun
0.07J
0.68J
11.4
0.06J
0.2J
0.26J
4.6J
1.8J
0.6J
0.07U
1.5J
0.3J
0.05U
0.05U
1.2J
3
6.8J
2018-Dec
0.04 J
0.12 J
10.1
0.05 U
0.02 U
0.08 J
0.15 U
0.54 J
0.03 U
0.05 U
1 J
0.6 J
0.05 U
0.05 U
0.05 U
0.03 U
1.8 J
2019-Jun
0.04 J
0.27 J
9.2 J
0.05 U
0.02 U
0.15 U
0.03 J
0.73 J
0.03 U
0.06 J
0.55 J
0.66 J
0.05 U
0.05 U
0.05 U
0.03 U
2.1 J
9 of 53

Appendix B
MW-3D Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
..
GWPS
2001-May
NS
.
NS
.IA-Dioxane
NS
NS
NS
NS
NS
Groundwater Elevation
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
NS
NS
NS
NS
NS
NS
NS
NM
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
NS
NS
NS
NS
NS
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
NS
NS
NS
NS
NS
NS
NS
NM
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
NS
NS
NS
NS
NS
NS
NS
NM
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
ND
ND
ND
NS
ND
NS
NS
9.06
2008-May
ND
ND
ND
NS
ND
NS
NS
10.31
2008-Nov
ND
ND
ND
NS
ND
NS
NS
9.83
2009-May
ND
ND
ND
NS
ND
NS
NS
8.41
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NM
2010-Jan
ND
ND
ND
NS
ND
NS
NS
NM
2010-May
NS
NS
NS
NS
NS
NS
NS
NM
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2011-May
NS
NS
NS
NS
NS
ND
NS
NM
2011-Nov
ND
ND
ND
NS
ND
NS
NS
10.18
2012-May
NS
NS
NS
NS
NS
NS
NS
NM
2012-Nov
ND
ND
ND
100 U
ND
ND
NS
10.47
2013-May
ND
ND
ND
100 U
ND
ND
NS
10.30
2014-May
NS
NS
NS
NS
NS
NS
NS
NM
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2015-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
11.01
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2016-May
NS
NS
NS
100 U
NS
NS
NS
NM
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2017-May
0.24U
0.27 U
0.25 U
100U
0.63 U
0.39 U
NS
10.71
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
10.60
2018-Jun
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
11.48
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
10.88
2019-Jun
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.52 J
2.71 U
10.18
10of53

Appendix B
MW-3S Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
Date Sampled
GWPS
2001-May
Antimony
NS
Arsenic
NS
Barium
NS
Beryllium
NS
Cadmium
NS
CobaltCopper
NS
Total
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
0.11
6.7J
357
0.06U
0.7J
9.4J
1.2J
1.8
0.1
NS
5.9J
5.6J
0.04U
0.04U
NS
1.7J
8J
2008-May
0.44U
0.4J
4J
0.06U
1
0.11
0.2J
0.8
0.04U
NS
0.5J
0.3J
0.04U
0.04U
NS
0.07U
1.6J
2008-Nov
0.11
8.4J
447
0.06U
0.04U
17
1.4J
1.3
0.1
NS
7.1J
9.8J
0.11
0.04U
NS
1.51
3.3J
2009-May
0.06 J
7.0 J
460
0.06 U
0.11
12.6
1.6 J
1.4
0.04 U
NS
5.4 J
8.2 J
0.04 U
0.03 U
NS
2.7 J
5.9 J
2009-Aug
2.95 U
6.4 J
701 B
0.44 U
0.16 J
10.6
8.8 JB
3.64 J
6.79 U
0.024 U
3.47 J
17
8.22 JB
0.198 U
12.9 JB
0.586 U
1.29 U
2010-Jan
0.06J
6.8J
492
0.06U
0.04U
5.7J
11
1.91
0.11
0.03U
5.8J
0.12U
0.2J
0.03U
0.08U
2.3J
1.3J
2010-May
0.22U
9.2J
527
0.02U
0.3J
18
2J
1.11
0.11
0.08U
10.8J
11
0.11
0.05U
1.5J
2J
2.3J
2010-Nov
0.22 U
0.04 U
254
0.11
0.11
37
1.7 J
1.11
0.11
0.08 U
12.1 J
0.32 U
0.03 U
0.05 U
0.5 J
2.6 J
3.4 J
2011-May
0.14 U
3.8 J
242
0.02 U
0.07 J
14
0.76 J
1.3 J
0.16 J
0.05 U
3.3 J
3.5 J
0.02 U
0.02 U
0.23 J
1.4 J
3.6 J
2011-Nov
0.14U
4.9J
484
0.02U
0.12J
6.8J
1.7J
1.5J
0.42J
0.05U
4.3J
6.6J
0.04J
0.24J
0.26J
3J
2.7J
2012-May
0.27J
4.2J
342
0.07U
0.04J
2.6J
1.01
0.911
0.22J
0.091
3.6J
3.8J
0.1U
0.07U
0.15J
1.4J
0.72J
2012-Nov
0.16J
5.7J
425
0.07U
0.05J
15
1.5J
1.6J
0.31J
0.02J
5.8J
0.3J
0.1U
0.07U
0.13J
1.81
7.6J
2013-May
0.02 U
3.7 J
288
0.09 J
0.111
2.2 J
0.50 J
0.77 J
0.03 J
0.03 J
3.5 J
5.4 J
0.03 U
0.02 U
0.24 J
1.9 J
1.2 J
2014-May
0.02 U
3.8 J
343
0.03 U
0.19 J
5.9 J
1.8 J
1.11
0.16 J
0.01 U
3.1 J
2.9 J
0.03 U
0.02 U
0.06 U
1.3 J
2.6 J
2014-Nov
0.14J
91
675
0.04U
0.17J
2.6J
5.1J
1.5J
0.13U
0.06U
5.7J
0.16U
0.04U
0.13U
0.96J
2.5J
2.4J
2015-May
0.06J
6.1J
412
0.04J
0.03J
0.89J
2.6J
0.56J
0.16J
0.05U
2.3J
9.4J
0.01U
0.02U
0.13J
2.2J
0.94J
2015-Nov
0.16J
11
625
0.04J
0.04J
2.7J
7.3J
2.3J
0.091
0.05U
5.7J
0.79J
0.01U
0.02U
0.14J
3.2J
1.7J
2016-May
0.101
10
648
0.06J
0.05U
3.1J
9.8J
2.2J
0.24J
0.04J
4.5J
2J
0.06U
0.05U
0.111
3.4J
3.8J
2016-Nov
0.19 J
7
945
0.14 J
0.05 U
3.0 J
18
1.7 J
0.19 J
4.93
8.5 J
0.62 U
0.06 U
0.05 U
0.06 U
3.3 J
2.5 J
2017-May
0.15J
11
515
0.08J
0.08U
2.5J
13
2.0J
0.30J
0.07U
4.7J
0.51U
0.20U
0.08U
0.22J
5.3J
2.6J
2017-Dec
0.19 J
14
709
0.08 J
0.08 U
3.9 J
17
2.7 J
0.46 J
0.07 U
6.4 J
0.51 U
0.20 U
0.08 U
0.23 J
5.2 J
4.2 J
2018-Jun
0.21 J
25
879
0.07 J
0.02 U
4.7
24
2.6 J
0.13 J
0.07 U
7.9 J
0.15 U
0.05 U
0.05 U
0.05 U
5.8
1.11
2018-Dec
0.28 J
27
689
0.05 U
0.111
3
32
1.5 J
0.03 J
0.05 U
8.1 J
NS
0.05 U
0.05 U
0.05 U
7.2
3.6 J
2019-Jun
0.17 J
1 20
1 502
1 0.06 J
1 0.02 U
1 24
2.9
1 2.2 J
1 0.03 U
1 0.13 J
1 5.6 J
1 14
1 0.05 U
1 0.05 U
0.05 U
5.9
2.8 J
11 of 53

Appendix B
MW-3S Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
..
GWPS
2001-May
NS
.
NS
.IA-Dioxane
NS
NS
NS
NS
NS
Groundwater Elevation
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
1
0.4 J
0.2 J
NS
0.4
NS
NS
10.28
2008-May
1.1
0.4 J
0.2 J
NS
ND
NS
NS
11.02
2008-Nov
2.1
0.7 J
1.3 J
NS
0.5
NS
NS
10.56
2009-May
1.5
0.5 J
0.2 J
NS
ND
NS
NS
9.77
2009-Aug
1.3
ND
0.67 J
134 J
ND
NS
NS
9.58
2010-Jan
ND
0.4
0.3 J
100 U
ND
NS
NS
11.42
2010-May
3.1
0.5
0.5 J
100 U
ND
NS
NS
10.70
2010-Nov
2.1
0.3 J
0.3 J
1380
ND
NS
NS
11.14
2011-May
1
ND
0.3 J
544 J
ND
2.5
NS
10.71
2011-Nov
1.1
ND
ND
2795
N D
6.7
NS
11.29
2012-May
1
ND
ND
137 J
ND
4.4
NS
10.53
2012-Nov
1.2
ND
ND
644 J
ND
4.6
NS
10.68
2013-May
ND
1
ND
272 J
ND
5.6
NS
10.90
2014-May
1.1
0.27 U
0.25 U
467 J
0.63 U
6.5
NS
11.55
2014-Nov
2.1
0.27 U
0.25 U
100 U
2
15.6
NS
10.38
2015-May
1.5
0.27 U
0.25 U
100 U
0.63 U
16.9
NS
12.21
2015-Nov
1.7
0.27 U
0.25 U
100 U
0.63 U
20.9
NS
12.08
2016-May
1.3
0.27 U
0.25 U
100 U
0.63 U
14.4
NS
12.11
2016-Nov
1.2
0.30 J
0.25 U
100 U
0.63 U
10.6
NS
11.99
2017-May
2.8
0.27 U
0.25 U
100U
0.63 U
19.1
NS
11.86
2017-Dec
1.7
0.21 U
0.25 U
100 U
0.63 U
23.5
NS
11.74
2018-Jun
1.2
0.21 U
0.25 U
100 U
2.7
28.8
NS
12.12
2018-Dec
1.3
0.24
0.25 U
100 U
1.82
35.3
184
11.52
2019-Jun
0.89 J
0.11 J
0.25 U
100 U
0.12 U
26.6
176
11.12
12 of 53

Appendix B
MW-3A Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
!
M
GWPS
1
10
71
1
1,000
15
1
h1k
20
20
2,000
jib
2001-May
lm,
NS
NS
NS
NS
NS
NS
i�_
v�
NS
NS
-mmmmmL-
NS
--jI�lll
NS
NS
NS
___Jjg __
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
2.95 U
4.9 U
125 B
0.44 U
0.18 J
19.9
3.36 JB
2.35 J
6.79 U
0.024 U
2.36 U
4.14 J
7.15 JB
0.198 U
5.34 JB
0.586 U
1.29 U
2010-Jan
0.06J
2.6J
84.2J
0.11
0.2J
15
0.10U
1.3J
0.2J
0.09
2.6J
2.7J
0.11
0.11
0.08U
2.1J
3.1J
2010-May
0.22 U
1.01
42.7 J
0.02 U
0.11
3.8 J
0.11
4.0 J
0.01 U
0.08 U
1.5 J
1.01
0.03 U
0.05 U
3.9 J
0.8 J
2.9 J
2010-Nov
0.22U
5.4J
100
0.11
0.11
17
0.3J
0.5J
0.2J
0.08U
6.4J
8.8J
0.03U
0.05U
0.6J
1.6J
4.1J
2011-May
0.14U
0.93J
36J
0.02U
0.11
7.7J
0.3J
1.11
0.15J
0.05J
1.6J
1.11
0.02U
0.02U
0.32J
0.69J
3.2J
2011-Nov
0.14U
2.2J
70.7J
0.02U
0.36J
15
0.67J
0.88J
0.17J
0.05J
3.6J
2.3J
0.02U
0.14J
0.47J
0.88J
4.7J
2012-May
0.101
2.8J
86.6J
0.07U
0.08J
25
1.5J
0.85J
0.25J
0.04J
4.8J
4.3J
0.1U
0.101
0.24J
2.0J
5.7J
2012-Nov
0.50J
5.5J
120
0.07U
0.34J
28
2.3J
1.4J
0.35J
0.05J
8.8J
11
0.1U
0.13J
0.28J
1.6J
8.4J
2013-May
0.07 J
2.4 J
62.5 J
0.03 U
0.07 J
18
1.01
1.01
0.04 J
0.03 J
5.0 J
4.9 J
0.03 U
0.08 J
0.20 J
0.39 J
3.8 J
2014-May
0.03 J
0.05 U
28.6 J
0.03 U
0.15 J
0.28 J
0.29 J
0.54 J
0.06 J
0.01 U
1.5 J
0.06 U
0.03 U
0.06 J
0.06 J
0.07 U
1.4 J
2014-Nov
0.12U
4.5J
123
0.04U
0.12J
15
2.8J
0.74J
0.13U
0.06U
6.7J
7.2J
0.04U
0.13U
0.05U
0.14J
3.0J
2015-May
0.02 U
0.14 U
17.9 J
0.02 U
0.011
0.12 J
0.12 U
0.12 J
0.06 J
0.05 U
0.43 J
0.53 U
0.01 U
0.02 U
0.06 U
0.46 J
0.27 J
2015-Nov
0.24J
8J
145
0.04J
0.15J
11
5.1J
1.3J
0.28J
0.05U
9.7J
0.22U
0.03J
0.16J
0.35J
1.51
6.9J
2016-May
0.05 U
1.5 J
78.9 J
0.05 J
0.07 J
7.6 J
1.01
1.3 J
0.34 J
0.04 U
2.6 J
1.11
0.06 U
0.05 U
0.06 U
1.51
3.7 J
2016-Nov
0.111
6.8J
198
0.08J
0.08J
6.2J
4.1J
1.11
0.26J
0.04U
5.5J
9.7J
0.06U
0.05U
0.06U
1.91
2.6 J
2017-May
0.191
11
191
0.091
0.08U
8.6J
8.7J
1.5J
0.42J
0.07U
6.2J
0.51U
0.20U
0.08U
0.21J
4.3J
3.7J
2017-Dec
0.2 J
13
253
0.07 J
0.09 J
9.5 J
10
2.2 J
0.78 J
0.07 U
7.4 J
0.5 U
0.20 U
0.08 U
0.24 J
4.1 J
8.2 J
2018-Jun
0.06J
4.4J
56.1
0.12J
0.06J
2.1
2.5J
1.11
0.911
0.07U
1.8J
2.5J
0.05U
0.05U
0.05U
4
3.2J
2018-Dec
0.2 J
21
312
0.05 U
0.04 J
8.3
13
1.2 J
0.04 J
0.05 U
7.1 J
NS
0.05 U
0.05 U
0.05 U
3.1
3.1 J
2019-Jun
0.14 J
11
238
0.06 J
0.02 U
9.3
6
1 J
0.03 U
0.05 U
4.9 J
4 J
0.05 U
0.05 U
0.05 U
2.5
3.11
13 of 53

Appendix B
MW-3A Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
..
GWPS
2001-May
NS
.
NS
.IA-Dioxane
NS
NS
NS
NS
NS
Groundwater Elevation
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
NS
NS
NS
NS
NS
NS
NS
NM
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
NS
NS
NS
NS
NS
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
NS
NS
NS
NS
NS
NS
NS
NM
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
NS
NS
NS
NS
NS
NS
NS
NM
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
NS
NS
NS
NS
NS
NS
NS
NM
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
NS
NS
NS
NS
NS
NS
NS
NM
2009-Aug
ND
ND
ND
ND
ND
NS
NS
7.78
2010-Jan
ND
ND
ND
100 U
ND
NS
NS
11.12
2010-May
ND
ND
ND
100 U
ND
NS
NS
10.36
2010-Nov
0.9 J
ND
ND
100 U
ND
NS
NS
10.61
2011-May
ND
ND
ND
100 U
ND
ND
NS
10.39
2011-Nov
0.6 J
ND
ND
100 U
ND
3.3
NS
10.83
2012-May
0.60 J
ND
ND
100 U
ND
5.1
NS
10.31
2012-Nov
0.70 J
ND
ND
100 U
ND
3.8
NS
10.50
2013-May
0.30 J
ND
ND
100 U
ND
2.4
NS
10.42
2014-May
0.24 U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
11.13
2014-Nov
0.50 J
0.27 U
0.25 U
100 U
0.63 U
5.7
NS
10.03
2015-May
0.24 U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
11.73
2015-Nov
1.7
0.27 U
0.25 U
100 U
0.63 U
8.6
NS
11.66
2016-May
0.24 U
0.27 U
0.25 U
100 U
0.63 U
1.3
NS
11.81
2016-Nov
0.80 J
0.27 U
0.25 U
100 U
0.63 U
6.1
NS
11.53
2017-May
2
0.27 U
0.25 U
100U
0.63U
12.7
NS
11.43
2017-Dec
2.7
0.21 U
0.25 U
100 U
0.63 U
19.1
NS
11.17
2018-Jun
0.5 J
0.21 U
0.25 U
100 U
0.63 U
4.5
NS
12.35
2018-Dec
1.69
0.13 J
0.25 U
100 U
1.09
24.4
87
11.19
2019-Jun
1
0.13 J
0.25 U
100 U
0.12 U
8.44
66.9
10.73
14of53

Appendix B
MW-4 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
Date Sampled
2001-May
Antimony
ILML
ND
Arsenic
ND
Barium
IN
ND
Beryllium
ND
Cadmium
AL
ND
CobaltCopper
ND
Total
0
ND
ND
15
ND
NS
ND
ND
ND
0.2
ND
NS
3
ND
ND
2001-Nov
ND
ND
ND
ND
ND
ND
29
ND
11
NS
ND
ND
ND
ND
NS
ND
ND
2002-May
ND
ND
ND
ND
ND
ND
42
ND
13
NS
ND
ND
ND
ND
NS
ND
ND
2002-Nov
ND
ND
ND
ND
ND
ND
13
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2003-May
ND
ND
ND
2
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2003-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-May
ND
ND
ND
ND
ND
ND
12
ND
25
NS
ND
ND
ND
ND
NS
ND
ND
2004-Nov
ND
ND
ND
ND
ND
ND
25
ND
19
NS
ND
ND
ND
ND
NS
45
ND
2005-May
ND
ND
ND
ND
ND
ND
30
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-Nov
ND
ND
ND
ND
ND
ND
ND
ND
14
NS
ND
ND
ND
ND
NS
ND
ND
2006-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2007-May
0.05 U
0.47 U
100
0.08 U
0.06 U
0.41 U
0.24 U
0.2 U
0.07 U
0.04 U
0.66 U
0.35 U
0.52 U
0.07 U
NS
0.42 U
0.2 U
2007-Nov
0.05 U
1.3 J
207
0.8 J
0.5 J
1.01
2.7 J
2.3
7.2
NS
2.7 J
0.14 U
0.04 U
0.04 U
NS
6.9 J
16
2008-May
0.11
1.01
203
0.4J
0.2J
1.01
1.2J
0.7
4.8
NS
2.3J
0.91
0.11
0.11
NS
3.4J
7.8J
2008-Nov
0.11
0.3J
196
0.2J
0.3J
0.4J
1.01
0.9
3.4
NS
1.7J
0.14U
0.04U
0.04U
NS
3.1J
5.3J
2009-May
0.7J
2.8J
266
0.91
0.91
1.3J
2.1J
1.8
11
NS
1.2J
0.5J
0.11
0.03U
NS
10.01
12
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
0.06J
2.8J
165
1
0.3J
0.91
2.8J
1.8J
14
NS
2.1J
0.2J
0.11
0.11
NS
11.4J
16
2010-May
0.22U
2.6J
202
0.8J
1.2
0.91
2.1J
1.4J
6.3J
NS
2.0J
1.11
0.11
0.11
NS
8.3J
8.5J
2010-Nov
0.22U
2.3J
141
0.7J
0.5J
1.11
3.1J
1.3J
6.4J
NS
2.1J
0.7J
0.03U
0.11
NS
9.4J
8.1J
2011-May
0.14U
1.6J
174
0.57J
0.35J
0.58J
3J
1.91
4.8J
NS
1.4J
0.73J
0.02U
0.03J
NS
7.5J
6.1J
2011-Nov
0.14U
1.91
183
0.65J
0.43J
0.76J
3.7J
1.11
7.3J
NS
1.8J
0.61J
0.02U
0.05J
NS
8.5J
9.4J
2012-May
0.15J
2.9J
278
0.50J
0.16J
0.63J
5.7J
1.8J
7.6J
NS
1.7J
1.6J
0.1U
0.07U
NS
7.2J
4.7J
2012-Nov
0.14J
0.91
151
0.47J
0.22J
0.38J
3.6J
0.88J
3.1J
NS
1.8J
1.2J
0.1U
0.07U
NS
5.81
6.7J
2013-May
0.02 U
0.83 J
108
0.03 U
0.09 J
0.35 J
2.2 J
0.61 J
0.29 J
NS
1.8 J
1.11
0.03 U
0.02 U
NS
3.3 J
1.6 J
2014-May
0.02 U
0.05 U
80.2 J
0.23 J
0.08 J
0.30 J
1.9 J
0.31 J
0.74 J
NS
0.87 J
0.06 U
0.03 U
0.02 U
NS
3.2 J
1.8 J
2014-Nov
0.78J
0.66J
7.3J
0.04U
0.04U
0.13J
0.14U
5.5J
0.31J
NS
1.5J
2.6J
0.06J
0.13U
NS
0.44J
50
2015-May
0.23J
1.7J
151
0.55J
0.33J
0.80J
3.0J
0.911
3.8J
NS
2.0J
1.4J
0.02J
0.05J
NS
6.3J
8.3J
2015-Nov
0.191
3.6J
109
0.30J
0.21J
1.3J
3.3J
1.01
2.0J
NS
2.5J
1.8J
0.02J
0.05J
NS
5.3J
5.9J
2016-May
0.05 U
2.1 J
68.1 J
0.18 J
0.08 J
0.38 J
1.9 J
0.50 J
0.87 J
NS
1.3 J
0.76 J
0.06 U
0.05 U
NS
3.4 J
3.4 J
2016-Nov
0.05 U
0.91 J
123
0.15 J
0.09 J
0.33 J
2.0 J
0.36 J
0.45 J
NS
2.4 J
1.7 J
0.06 U
0.05 U
NS
2.7 J
1.8 J
2017-May
0.06U
0.75 J
149
0.17 J
0.09 J
0.36 J
2.0 J
0.53 J
1.7 J
NS
2.1 J
1.0 J
0.20 U
0.08 U
NA
5.9 J
3.3 J
2017-Dec
0.06J
0.74J
68.7J
0.31J
0.111
0.51J
3.2J
0.92J
1.91
0.07U
1.5J
0.59J
0.20U
0.08U
0.13U
4.6J
5.6J
2018-Jun
0.07J
1.11
93.2
0.26J
0.091
0.46J
2.4J
11
1.8J
0.07U
1.7J
0.79J
0.05U
0.06J
0.05U
5.1
3.3J
2018-Dec
0.08 J
0.48 J
52.5
0.11
0.14 J
0.22 J
4.4 J
0.65 J
0.28 J
0.05 U
1.5 J
0.74 J
0.05 U
0.05 U
0.24 J
5
4 J
2019-Jun
0.06J
1.5J
167
0.13J
0.07J
3.8J
0.57J
0.39J
0.05J
0.11
1.91
1.11
0.07J
0.16J
0.05U
2.7
3.5J
15 of 53

Appendix B
MW-4 Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
..
GWPS
2001-May
ND
.
ND
.IA-Dioxane
ND
NS
ND
NS
NS
Groundwater Elevation
--
11.48
2001-Nov
ND
ND
ND
NS
ND
NS
NS
10.95
2002-May
ND
ND
ND
NS
ND
NS
NS
11.80
2002-Nov
ND
ND
ND
NS
ND
NS
NS
11.66
2003-May
ND
ND
ND
NS
ND
NS
NS
11.82
2003-Nov
ND
ND
ND
NS
ND
NS
NS
11.96
2004-May
ND
ND
ND
NS
ND
NS
NS
11.62
2004-Nov
ND
ND
ND
NS
ND
NS
NS
11.46
2005-May
ND
ND
ND
NS
ND
NS
NS
11.69
2005-Nov
ND
ND
ND
NS
ND
NS
NS
12.02
2006-May
ND
ND
ND
NS
ND
NS
NS
11.68
2006-Nov
ND
ND
ND
NS
ND
NS
NS
11.99
2007-May
ND
ND
ND
NS
ND
NS
NS
11.92
2007-Jun
ND
ND
ND
NS
ND
NS
NS
NM
2007-Nov
ND
ND
ND
NS
ND
NS
NS
10.74
2008-May
ND
ND
ND
NS
ND
NS
NS
11.84
2008-Nov
ND
ND
ND
NS
ND
NS
NS
11.62
2009-May
ND
ND
ND
NS
ND
NS
NS
10.03
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
ND
ND
ND
NS
ND
NS
NS
12.19
2010-May
ND
ND
ND
NS
ND
NS
NS
11.62
2010-Nov
ND
ND
ND
NS
ND
NS
NS
11.61
2011-May
ND
ND
ND
NS
ND
ND
NS
11.49
2011-Nov
ND
ND
ND
NS
ND
ND
NS
11.92
2012-May
ND
ND
ND
NS
ND
1.4
NS
11.49
2012-Nov
ND
ND
ND
NS
ND
ND
NS
11.80
2013-May
ND
ND
ND
NS
ND
ND
NS
11.85
2014-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
11.86
2014-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
11.70
2015-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
1.1
NS
12.03
2015-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
12.59
2016-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
12.26
2016-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.5
NS
11.87
2017-May
0.24U
0.27 U
0.25 U
NS
0.63U
0.5
NS
11.86
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
12.12
2018-Jun
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
11.87
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
9.70
2019-Jun
0.3 J
0.02 J
0.25 U
100 U
0.12 U
2.44
2.71 U
11.62
16 of 53

Appendix B
MW-5 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
71
1
1,000
15
1
20
20
0.2
2,000
3
2001-May
lm,
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2003-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2003-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-Nov
ND
ND
ND
ND
ND
21
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-May
ND
ND
ND
ND
ND
12
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-Nov
ND
ND
ND
ND
ND
29
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-May
ND
5.3
ND
ND
ND
17
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-Nov
ND
5 J
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2007-May
0.05 U
0.47 U
0.04 U
0.08 U
0.06 U
0.41 U
0.24 U
0.2 U
0.07 U
0.04 U
0.66 U
0.35 U
0.52 U
0.07 U
NS
0.42 U
0.2 U
2007-Nov
0.05U
5.3J
115
0.11
0.6J
2.3J
0.4J
1.6
0.4
NS
9.11
2.3J
0.04U
0.04U
NS
1.6J
5.9J
2008-May
0.5J
5.0J
101
0.11
0.11
1.7J
1.2J
0.9
0.4
NS
4.3J
2.5J
0.11
0.11
NS
1.2J
4.1J
2008-Nov
0.11
2.1J
48.3J
0.11
0.04U
0.5J
1.11
3.3
0.6
NS
3.4J
1.2J
0.11
0.04U
NS
1.8J
3.9J
2009-May
0.2J
1.3J
117
0.5J
0.3J
1.2J
0.7J
2.6
0.2
NS
2.5J
1.5J
0.04U
0.03U
NS
1.6J
3.3J
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
0.5
5.8J
83.8J
1
0.6J
1.6J
2.7J
1.6J
1.5J
NS
4.8J
5.0J
0.11
0.11
NS
5.1J
4.8J
2010-May
0.22U
3.9J
92.1J
0.5J
0.3J
2.8J
2.3J
1.11
0.7J
NS
7.1J
7.3J
0.11
0.05U
NS
2.3J
4.3J
2010-Nov
0.6J
0.04U
129
1
2
7.8J
11
3.9J
3.9J
NS
16.8J
0.32U
0.11
0.51
NS
3.2J
14
2011-May
0.4J
6.4J
80.5J
0.92J
0.64J
1.51
6.2J
4.4J
3.0J
NS
5.5J
4.9J
0.02U
0.07J
NS
4.3J
7.4J
2011-Nov
0.55J
3.3J
150
0.24J
0.69J
1.6J
9.5J
7.1J
2.1J
NS
6.9J
5.9J
0.02U
0.16J
NS
2.4J
7.7J
2012-May
0.36J
6.8J
122
0.50J
0.22J
1.7J
6.1J
3.4J
3.5J
NS
4.7J
5.0J
0.1U
0.07U
NS
5.6J
6.6J
2012-Nov
0.5J
1.91
117
0.13J
0.12J
1.11
5.2J
4.2J
1.4J
NS
5.4J
4.3J
0.1U
0.07U
NS
2.0J
5.8J
2013-May
0.34J
2.4J
115
0.23J
0.20J
1.6J
4.8J
4.8J
1.5J
NS
5.6J
4.4J
0.03U
0.07J
NS
3.5J
6.1J
2014-May
0.34J
0.28J
67.9J
0.03U
US
0.34J
3.1J
4.0J
0.51J
NS
2.2J
0.06U
0.03U
0.02J
NS
1.11
2.0J
2014-Nov
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
Damaged
NS
Damaged
Damaged
Damaged
Damaged
NS
Damaged
Damaged
2015-May
0.52 J
11
130
0.02 U
0.62 J
2.6 J
9.3 J
3.5 J
3.9 J
NS
6.4 J
0.53 U
0.02 J
0.07 J
NS
5.5 J
15
2015-Nov
1.4J
3.5J
233
0.08J
0.38J
1.51
9.8J
4.9J
0.65J
NS
10.11
10
0.03J
0.091
NS
1.2J
6.6J
2016-May
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
NS
Dry
Dry
Dry
Dry
NS
Dry
Dry
2016-Nov
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
NS
Dry
Dry
Dry
Dry
NS
Dry
Dry
2017-May
0.44J
5.1J
187
0.46J
0.88J
2.9J
13
5.5J
7.8J
NS
8.7J
3.6J
0.20U
0.111
NA
17.2J
27
2017-Dec
0.69J
2.1J
76.1J
0.07U
0.08U
0.991
6.7J
3.6J
0.3J
0.07U
4.4J
3.8J
0.20U
0.08U
0.13U
3.0J
2.7J
2018-Jun
0.18J
5J
82.5
0.13J
0.12J
1.1
4.9J
1.6J
1.11
0.07U
3.6J
2.2J
0.05U
0.05U
0.05U
4.6
4.5J
2018-Dec
0.18 J
4.1 J
140
0.05 U
0.08 J
1.2
3.3 J
0.87 J
0.16 J
0.05 U
3.9 J
4.4 J
0.05 U
0.05 U
0.55 J
1.3
3.5 J
2019-Jun
1 0.26 J
1 7
1 280
1 0.09 J
1 0.14 J
1 7.5
1 4
1.1 J
0.03 U
0.1 J
7.9 J
3.8 J
0.05 U
0.13 J
0.05 U
2.8
4.7 J
17 of 53

Appendix B
MW-5 Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
..
GWPS
2001-May
NS
.
NS
.IA-Dioxane
NS
NS
NS
NS
NS
Groundwater Elevation
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
ND
ND
ND
NS
ND
NS
NS
10.92
2003-May
ND
ND
ND
NS
ND
NS
NS
11.72
2003-Nov
ND
ND
ND
NS
ND
NS
NS
11.52
2004-May
ND
ND
ND
NS
ND
NS
NS
11.29
2004-Nov
ND
ND
ND
NS
ND
NS
NS
10.78
2005-May
ND
ND
ND
NS
ND
NS
NS
11.29
2005-Nov
ND
ND
ND
NS
ND
NS
NS
11.80
2006-May
ND
ND
ND
NS
ND
NS
NS
11.10
2006-Nov
ND
ND
ND
NS
ND
NS
NS
11.58
2007-May
ND
ND
ND
NS
ND
NS
NS
11.59
2007-Jun
ND
ND
ND
NS
ND
NS
NS
NM
2007-Nov
ND
ND
ND
NS
ND
NS
NS
10.47
2008-May
ND
ND
ND
NS
ND
NS
NS
11.30
2008-Nov
ND
ND
ND
NS
ND
NS
NS
10.90
2009-May
ND
ND
ND
NS
ND
NS
NS
10.14
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NM
2010-Jan
ND
ND
ND
NS
ND
NS
NS
12.04
2010-May
ND
ND
ND
NS
ND
NS
NS
11.33
2010-Nov
ND
ND
ND
NS
ND
NS
NS
11.70
2011-May
ND
ND
ND
NS
ND
0.9 J
NS
11.19
2011-Nov
ND
ND
ND
NS
ND
ND
NS
11.64
2012-May
ND
ND
ND
NS
ND
1.7
NS
11.10
2012-Nov
ND
ND
ND
NS
ND
ND
NS
11.32
2013-May
ND
ND
ND
NS
ND
ND
NS
11.45
2014-May
0.24 U
0.27 U
0.25U
NS
0.63 U
0.39 U
NS
11.60
2014-Nov
Damaged
Damaged
Damaged
NS
Damaged
Damaged
NS
Damaged
2015-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
13.08
2015-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.5
NS
13.47
2016-May
Dry
Dry
Dry
NS
Dry
Dry
NS
Dry
2016-Nov
Dry
Dry
Dry
NS
Dry
Dry
NS
Dry
2017-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
1.5
NS
12.66
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
11.95
2018-Jun
0.24 U
0.21 U
0.25 U
100 U
0.63 U
1.3
NS
12.45
2018-Dec
0.24 U
0.02 U
0.25 U
390 J
0.12 U
2.27
16.4
12.30
2019-Jun
0.24 U
1 0.07 J
0.25 U
100 U
0.12 U
6.8
74.2
11.90
18 of 53

Appendix B
MW-6 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
Date Sampled
GWPS
2001-May
Antimony
ND
Arsenic
ND
Barium
ND
Beryllium
ND
Cadmium
AL
ND
CobaltCopper
ND
Total
ND
ND
ND
NS
ND
ND
ND
0.2
ND
NS
ND
ND
2001-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2002-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2002-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2003-May
ND
ND
ND
ND
ND
11
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2003-Nov
ND
ND
ND
ND
ND
52
11
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-May
ND
ND
ND
ND
ND
23
15
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-Nov
ND
14
ND
ND
ND
ND
22
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-May
ND
ND
ND
ND
ND
15
20
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-Nov
ND
22
ND
ND
ND
ND
11
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-May
ND
ND
ND
ND
ND
11
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-Nov
ND
ND
ND
ND
ND
ND
12
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2007-May
0.05 U
0.47 U
112
0.08 U
0.06 U
0.41 U
0.24 U
0.2 U
0.07 U
0.04 U
0.66 U
0.35 U
0.52 U
0.07 U
NS
0.42 U
0.2 U
2007-Nov
0.2J
16
233
0.91
0.6J
6.3J
13
6.7
5.9
NS
9.11
7.9J
0.04U
0.2J
NS
17J
20
2008-May
0.2J
5.3J
65J
0.11
0.4J
1.7J
3.1J
2.1
0.5
NS
3.2J
1.7J
0.11
0.2J
NS
4.6J
3.0J
2008-Nov
0.2J
11
161
0.11
0.4J
4.4J
4.7J
2.8
0.4
NS
6.1J
5.3J
0.04U
0.11
NS
4.2J
3.6J
2009-May
0.11
2.9J
56.1
0.11
0.91
1.11
2.5J
2.3
0.3
NS
1.01
0.5J
0.04U
0.03U
NS
7.5J
2.5J
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
0.06J
6.4J
137
0.11
0.3J
0.6J
0.8J
1.11
0.5J
NS
1.11
2.0J
0.11
0.03U
NS
11.6J
3.9J
2010-May
0.22U
6.1J
215
0.11
2.2
5.4J
4.2J
2.4J
0.2J
NS
7.5J
7.5J
0.03U
0.05U
NS
5.81
3.3J
2010-Nov
0.22U
4.8J
155
0.11
0.6J
0.7J
2J
1.5J
0.3J
NS
5.7J
7.2J
0.11
0.11
NS
4.4J
4.5J
2011-May
0.14U
2.2J
124
0.02U
0.43J
1.4J
2.4J
1.6J
0.18J
NS
2J
1.3J
0.02U
0.91
NS
3.9J
1.8J
2011-Nov
0.14U
2.4J
157
0.06J
0.29J
1.11
2.7J
1.7J
0.24J
NS
2.7J
1.6J
0.02U
0.08J
NS
3.3J
3.3J
2012-May
0.17J
2.2J
128
0.07U
0.27J
1.3J
2.5J
2.2J
0.39J
NS
2.9J
1.5J
0.1U
0.101
NS
3.0J
0.911
2012-Nov
0.07J
2.4J
53.4J
0.091
0.12J
0.55J
1.8J
1.2J
0.55J
NS
1.4J
0.64J
0.1U
0.07U
NS
4.7J
4.9J
2013-May
0.07J
2.4J
209
0.16J
0.31J
3.0J
3.2J
1.8J
0.05J
NS
4.3J
2.7J
0.03U
0.101
NS
1.51
0.911
2014-May
0.02 U
0.05 U
110
0.05 J
0.31 J
0.22 J
0.38 J
0.52 J
0.04 J
NS
0.71 J
0.06 U
0.03 U
0.02 U
NS
0.34 J
0.84 J
2014-Nov
0.18J
3.4J
246
0.04U
0.20J
2.8J
2.6J
0.61J
0.13U
NS
3.1J
1.7J
0.04U
0.13U
NS
1.2J
0.54J
2015-May
0.08J
1.3J
271
0.15J
0.48J
0.911
0.86J
0.84J
0.091
NS
1.7J
0.46J
0.01U
0.101
NS
1.11
2.5J
2015-Nov
0.24J
3.6J
131
0.05J
0.45J
1.11
1.3J
1.91
0.191
NS
2.3J
0.81J
0.011
0.06J
NS
4.1J
6.2J
2016-May
0.12J
5.2J
561
0.07J
0.48J
4.5J
4.0J
2.5J
0.14J
NS
5.5J
3.2J
0.06U
0.18J
NS
4.9J
3.2J
2016-Nov
0.08J
13
336
0.13J
0.18J
2.5J
4.8J
1.01
0.66J
NS
3.6J
6.3J
0.06U
0.05U
NS
5.6J
1.91
2017-May
0.06U
6.4J
98.1J
0.18J
0.25J
1.4J
3.4J
1.5J
2.2J
NS
1.8J
0.52J
0.20U
0.08U
NA
17.9J
6.1J
2017-Dec
0.11 J
10
633
0.07 U
0.08 U
2.9 J
7.7 J
1.6 J
0.35 J
0.07 U
4.9 J
0.5 U
0.20 U
0.08 U
0.14 J
7.5 J
2.8 J
2018-Jun
0.08J
1.2J
348
0.05U
0.15J
1.6
1.3J
1.4J
0.07J
0.07U
3.6J
2.5J
US
0.11
0.05U
1.2
0.11U
2018-Dec
0.19 J
5.7
470
0.05 U
0.17 J
2.9
4.3 J
1.3 J
0.03 U
0.06 J
6.3 J
3.7 J
US U
US U
0.05 U
2
2.3 J
2019-Jun
0.15 J
11
776
0.07 J
0.13 J
7.1
3.5
0.98 J
0.03 U
0.16 J
6.2 J
4 J
US U
US U
US U
6.2
2.2 J
19 of 53

Appendix B
MW-6 Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
..
GWPS
2001-May
ND
.
ND
.IA-Dioxane
ND
NS
ND
NS
NS
Groundwater Elevation
--
10.19
2001-Nov
ND
ND
ND
NS
ND
NS
NS
9.57
2002-May
ND
ND
ND
NS
ND
NS
NS
10.3
2002-Nov
ND
ND
ND
NS
ND
NS
NS
9.73
2003-May
ND
ND
ND
NS
ND
NS
NS
10.57
2003-Nov
ND
ND
ND
NS
ND
NS
NS
10.75
2004-May
ND
ND
ND
NS
ND
NS
NS
10.48
2004-Nov
ND
ND
ND
NS
ND
NS
NS
10.16
2005-May
ND
ND
ND
NS
ND
NS
NS
10.66
2005-Nov
ND
ND
ND
NS
ND
NS
NS
11.03
2006-May
ND
ND
ND
NS
ND
NS
NS
10.4
2006-Nov
ND
ND
ND
NS
ND
NS
NS
10.95
2007-May
ND
ND
ND
NS
ND
NS
NS
10.85
2007-Jun
ND
ND
ND
NS
ND
NS
NS
NM
2007-Nov
0.2 J
ND
ND
NS
ND
NS
NS
9.65
2008-May
ND
ND
ND
NS
ND
NS
NS
10.58
2008-Nov
ND
ND
ND
NS
ND
NS
NS
10.19
2009-May
ND
ND
ND
NS
ND
NS
NS
9.35
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NM
2010-Jan
ND
ND
ND
NS
ND
NS
NS
11.07
2010-May
ND
ND
ND
NS
ND
NS
NS
10.64
2010-Nov
ND
ND
ND
NS
ND
NS
NS
10.88
2011-May
ND
ND
ND
NS
ND
2.3
NS
10.40
2011-Nov
ND
ND
ND
NS
ND
1.9
NS
10.61
2012-May
ND
ND
ND
NS
ND
2.7
NS
10.3
2012-Nov
ND
ND
ND
NS
ND
ND
NS
10.49
2013-May
ND
ND
ND
NS
ND
4.4
NS
10.44
2014-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
11.13
2014-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
3.4
NS
10.68
2015-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.9
NS
11.58
2015-Nov
0.24 U
0.27 U
0.25 U
NS
0.8
0.39 U
NS
11.49
2016-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
8.2
NS
11.50
2016-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
5.6
NS
11.71
2017-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.5
NS
11.28
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
12.3
NS
10.88
2018-Jun
0.24 U
0.21 U
0.25 U
100 U
0.63 U
5.6
NS
11.38
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.181
6.88
13.5
10.98
2019-Jun
0.24 U
0.02 J
0.25 U
100 U
0.12 U
14.4
40.1
10.61
20 of 53

Appendix B
MW-7 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
Date Sampled
GWPSLL
Antimony
11117=1
Arsenic
ND
Barium
IN
ND
Beryllium
ND
Cadmium
AL
ND
CobaltCopper
ND
Total
10
ND
ND
ND
NS
ND
ND
ND
0.2
ND
NS
ND
ND
2001-May
ND
2001-Nov
ND
ND
ND
ND
ND
ND
15
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2002-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2002-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2003-May
ND
ND
ND
ND
ND
17
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2003-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-May
ND
6.4 J
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-Nov
ND
3.6
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-Nov
ND
ND
ND
ND
ND
ND
40
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-Nov
ND
ND
ND
ND
1
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2007-May
0.05 U
0.47 U
144
0.08 U
0.06 U
12
0.24 U
0.2 U
0.07 U
0.04 U
0.66 U
0.35 U
0.52 U
0.07 U
NS
0.42 U
0.2 U
2007-Nov
0.05U
6.4J
136
0.11
0.4J
17
1.3J
2.7
0.3
NS
7.5J
6.0J
0.04U
0.04U
NS
2.5J
3.4J
2008-May
0.2J
3.6J
31J
0.11
0.04U
2.6J
1.11
2
0.7
NS
2.0J
1.7J
0.04U
0.11
NS
3.1J
3.4J
2008-Nov
0.11
3.3J
103
0.11
0.04U
2.8J
1.11
3
0.3
NS
4.6J
5.9J
0.11
0.11
NS
1.3J
3.0J
2009-May
0.06J
1.01
31J
0.11
0.8J
2.3J
0.5J
1.6
0.1
NS
0.91
0.8J
0.04U
0.03U
NS
1.81
2.8J
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
0.06J
0.5J
29.1J
0.06U
0.2J
1.11
0.10U
2.4J
0.11
NS
0.6J
0.2J
0.3J
0.03U
NS
0.8J
1.5J
2010-May
0.22U
4.5J
266
0.11
2
9.01
2.5J
2.9J
0.11
NS
10.4J
9.8J
0.03U
0.5J
NS
1.3J
3.8J
2010-Nov
0.22U
0.91
34.3J
0.11
0.4J
0.8J
0.4J
0.8J
0.2J
NS
1.7J
1.11
0.11
0.05U
NS
1.11
4.3J
2011-May
0.14U
1.5J
174
0.02U
0.4J
4.2J
1.2J
1.5J
0.12J
NS
2.3J
3J
0.02U
0.24J
NS
0.75J
2.4J
2011-Nov
0.14U
0.81J
67.4J
0.06J
0.38J
1.2J
0.92J
0.93J
0.29J
NS
1.5J
1.11
0.02U
0.08J
NS
1.2J
1.8J
2012-May
0.16J
2.3J
294
0.07U
0.12J
3.6J
2.0J
1.91
0.33J
NS
4.3J
4.3J
0.1U
0.26J
NS
1.3J
0.66J
2012-Nov
0.15J
0.72J
100
0.07U
0.16J
1.3J
1.5J
1.91
0.20J
NS
2.5J
1.91
0.1U
0.29J
NS
0.52J
4.6J
2013-May
0.02 U
5.0 J
560
0.03 U
0.14 J
9.2 J
7.4 J
1.9 J
0.08 J
NS
5.5 J
9.9 J
0.03 U
0.20 J
NS
1.3 J
1.01
2014-May
0.12J
2.1J
291
0.04J
0.29J
5.2J
6.1J
1.7J
0.14J
NS
3.5J
3.4J
0.03U
0.26J
NS
1.3J
1.91
2014-Nov
0.22J
4.1J
398
0.04U
0.26J
5.01
11
4.8J
0.22J
NS
6.0J
0.44U
0.04U
0.13U
NS
1.3J
1.4J
2015-May
0.22J
5J
819
0.06J
0.44J
18
18
1.6J
0.25J
NS
6.8J
0.53U
0.02J
0.101
NS
2.9J
2.5J
2015-Nov
0.27J
2.9J
294
0.05J
0.35J
4.1J
9.91
5.6J
0.35J
NS
5.4J
9.6J
0.01U
0.04J
NS
1.91
6.1J
2016-May
0.13J
5.6J
751
0.07J
0.15J
16
18
1.91
0.27J
NS
6.3J
9.91
0.06U
0.091
NS
3.0J
2.3J
2016-Nov
0.12J
5.1J
411
0.101
0.30J
3.3J
8.8J
4.1J
0.24J
NS
10.4J
0.62U
0.06U
0.05U
NS
1.6J
2.7J
2017-May
0.08 J
4.0 J
367
0.07 J
0.11
8.3 J
8.9 J
1.2 J
0.44 J
NS
4.2 J
5.0 J
0.20 U
0.08 U
NA
4.3 J
2.8 J
2017-Dec
0.12J
0.47U
312
0.07U
0.091
3.5J
8.2J
4.6J
0.24J
0.07U
5.1 J
0.5U
0.20U
0.08J
0.13U
1.11
1.11
2018-Jun
0.06 J
1.9 J
132
0.05 U
0.06 J
2.4
2.7 J
0.65 J
0.14 J
0.07 U
2 J
2.7 J
US U
0.06 J
US U
1.3
0.19 J
2018-Dec
0.17 J
15
566
0.07 J
0.16 J
12
12
1.2 J
0.2 J
0.05 U
6.3 J
NS
US U
US U
US U
2.4
3.4 J
2019-Jun
1 0.1 J
9
524
0.06 J
0.02 U
14
8
2 J
0.03 U
0.05 J
4.9 J
5.6 J
0.06 J
0.05 U
0.05 U
2.9
5.6 J
21 of 53

Appendix B
MW-7 Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
..
GWPS
2001-May
ND
.
ND
.IA-Dioxane
ND
NS
ND
NS
NS
Groundwater Elevation
--
10.74
2001-Nov
ND
ND
ND
NS
ND
NS
NS
10.08
2002-May
ND
ND
ND
NS
ND
NS
NS
10.89
2002-Nov
ND
ND
ND
NS
ND
NS
NS
10.33
2003-May
ND
ND
ND
NS
ND
NS
NS
10.92
2003-Nov
ND
ND
ND
NS
ND
NS
NS
11.24
2004-May
ND
ND
ND
NS
ND
NS
NS
10.90
2004-Nov
ND
ND
ND
NS
ND
NS
NS
10.61
2005-May
ND
ND
ND
NS
ND
NS
NS
11.10
2005-Nov
ND
ND
ND
NS
ND
NS
NS
11.42
2006-May
ND
ND
ND
NS
ND
NS
NS
10.89
2006-Nov
ND
ND
ND
NS
ND
NS
NS
11.41
2007-May
ND
ND
ND
NS
ND
NS
NS
11.40
2007-Jun
ND
ND
ND
NS
ND
NS
NS
NM
2007-Nov
0.3 J
ND
ND
NS
ND
NS
NS
9.98
2008-May
ND
ND
ND
NS
ND
NS
NS
11.00
2008-Nov
ND
ND
ND
NS
ND
NS
NS
10.72
2009-May
ND
ND
ND
NS
ND
NS
NS
9.51
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NM
2010-Jan
ND
ND
ND
NS
ND
NS
NS
11.60
2010-May
ND
ND
ND
NS
ND
NS
NS
11.06
2010-Nov
ND
ND
ND
NS
ND
NS
NS
11.24
2011-May
ND
ND
ND
NS
ND
4.5
NS
10.85
2011-Nov
ND
ND
ND
NS
ND
ND
NS
11.14
2012-May
ND
ND
ND
NS
ND
6.4
NS
10.79
2012-Nov
ND
ND
ND
NS
ND
1.2
NS
10.79
2013-May
ND
0.40 J
ND
NS
ND
20.9
NS
11.08
2014-May
0.30 J
0.27 U
0.25 U
NS
0.63 U
10.8
NS
10.70
2014-Nov
0.30 J
0.27 U
0.25 U
NS
0.63 U
7.1
NS
11.75
2015-May
0.60 J
0.27 U
0.25 U
NS
0.63 U
34.7
NS
11.89
2015-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
1.6
NS
12.02
2016-May
0.40 J
0.27 U
0.25 U
NS
0.63 U
29.7
NS
11.98
2016-Nov
0.40 J
0.27 U
0.25 U
NS
0.63 U
16.3
NS
11.95
2017-May
0.24U
0.27 U
0.25 U
NS
0.63 U
12.8
NS
11.48
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
3
NS
11.69
2018-Jun
0.24 U
0.21 U
0.25 U
100 U
0.63 U
6.3
NS
11.65
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
1.25
32
18.2
11.45
2019-Jun
0.31 J
0.02 J
0.25 U
100 U
0.12 U
27
17
10.65
22 of 53

Appendix B
MW-8 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
Date Sampled
GWPSLk.
Antimony
Arsenic
NS
Barium
NS
Beryllium
NS
Cadmium
AL
NS
CobaltCopper
-Wlmnr"016�
NS
Total
NS
NS
NS
NS
NS
NS
NS
NS
NS
WMMMEU
NS
NS
2001-May
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2003-May
ND
13
ND
ND
ND
ND
ND
ND
2.8J
NS
ND
ND
ND
ND
NS
115
134
2003-Nov
ND
ND
ND
ND
ND
ND
122
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-May
ND
ND
ND
ND
ND
ND
10
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-Nov
ND
ND
ND
ND
ND
ND
25
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-May
ND
ND
ND
ND
1
ND
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-Nov
ND
ND
ND
ND
ND
43
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2007-May
0.05 U
0.47 U
0.04 U
0.08 U
0.06 U
38
0.24 U
0.2 U
0.07 U
0.04 U
0.66 U
0.35 U
0.52 U
0.07 U
NS
0.42 U
0.2 U
2007-Nov
0.05U
0.47U
214
0.11
0.3J
0.41U
1.01
1.6
0.3
NS
5.3J
4.7J
0.04U
0.04U
NS
1.4J
5.1J
2008-May
0.11
4.5J
127
0.11
0.11
19
1.11
0.9
0.2
NS
7.8J
5.9J
0.04U
0.04U
NS
1.01
2.7J
2008-Nov
0.05U
2.7J
121
0.06U
0.11
12
0.4J
0.8
0.2
NS
4.7J
3.5J
0.04U
0.04U
NS
0.8J
1.7J
2009-May
0.06J
1.6J
113
0.06U
0.2J
8.4J
0.11
0.6
0.1
NS
3.3J
2.2J
0.04U
0.03U
NS
1.3J
3.2J
2009-Aug
2.95 U
4.9 U
127 B
0.44 U
0.3 J
12.3
4.76 J B
2.31 J
6.79 U
0.024 U
3.91 J
4.59 J
7.77 J B
0.198 U
5.12 J B
0.586 U
1.29 U
2010-Jan
0.06J
4.0J
169
0.11
0.2J
10
0.10U
0.7J
0.4J
0.03U
5.1J
3.0J
0.3J
0.03U
0.08U
0.91
3.1J
2010-May
0.22U
7.5J
140
0.4J
0.2J
21
0.8J
1.11
0.4J
0.08U
9.2J
4.4J
0.11
0.11
0.4J
1.6J
6.3J
2010-Nov
0.22U
4.0J
164
0.2J
0.3J
24
0.8J
0.8J
0.4J
0.08U
9.11
4.7J
0.11
0.05U
0.5J
1.91
5.4J
2011-May
0.14 U
3.2 J
124
0.06 J
0.06 J
31
0.84 J
1.3 J
0.13 J
0.08 J
5.2 J
3.0 J
0.02 U
0.02 U
0.95 J
0.76 J
5.4 J
2011-Nov
0.14U
2.7J
184
0.24J
0.13J
17
2.1J
0.69J
1.2J
0.05U
5.4J
1.91
0.02U
0.02U
0.24J
4.1J
5.3J
2012-May
0.13J
5.8J
142
0.13J
0.06J
31
1.7J
1.11
0.20J
0.04J
7.2J
4.5J
0.1U
0.07U
0.10U
1.3J
3.2J
2012-Nov
0.16J
8.0J
133
0.091
0.04J
27
3.0J
1.4J
0.191
0.02U
8.6J
6.9J
0.1U
0.07U
0.92J
1.2J
5.5J
2013-May
0.14J
6.2J
144
0.03U
0.13J
24
2.2J
1.3J
0.06J
0.03J
9.3J
6.8J
0.03U
0.06J
0.08J
1.3J
2.9J
2014-May
0.07J
5.8J
157
0.12J
0.39J
22
3.8J
2.0J
0.191
0.01U
7.8J
4.9J
0.03U
0.03J
0.06U
1.01
3.4J
2014-Nov
0.20J
10
189
0.04J
0.08J
12
5.8J
1.2J
0.13U
0.06U
8.4J
0.16U
0.04U
0.13U
0.22J
1.11
2.8J
2015-May
0.11 J
4.3 J
202
0.26 J
0.10 J
14
2.9 J
0.66 J
0.39 J
0.05 U
4.4 J
4.3 J
0.01 U
0.06 J
0.06 J
0.94 J
1.5 J
2015-Nov
0.32J
2.1J
131
0.02U
0.12J
4.0J
1.3J
0.71J
0.16J
0.05U
2.5J
1.7J
0.02J
0.18J
0.20J
1.2J
1.3J
2016-May
0.12 J
11
325
0.06 J
US U
11
8.7 J
1.7 J
0.20 J
0.04 J
6.4 J
8.6 J
0.06 U
US U
0.09 J
1.8 J
1.9 J
2016-Nov
0.24 J
21
285
0.24 J
0.20 J
9.8 J
9.3 J
1.8 J
0.69 J
0.04 U
10.4 J
0.62 U
0.06 U
0.05 U
0.06 U
3.0 J
3.5 J
2017-May
0.191
16
340
0.18J
0.111
8.0J
12
1.8J
0.22J
0.07U
8.3J
0.51U
0.20U
0.08U
0.20J
3.7J
2.9J
2017-Dec
0.26 J
15
323
0.07 U
0.08 U
3.3 J
17
2.0 J
0.14 J
0.07 U
8.0 J
0.5 U
0.20 U
0.08 U
0.13 U
2.7 J
1.9 J
2018-Jun
0.09 J
5.5
328
0.09 J
0.06 J
3.2
3.9 J
11
0.26 J
0.07 U
3.1 J
4.5 J
US U
0.05 U
US U
1.7
1.5 J
2018-Dec
0.22 J
15
358
0.06 J
0.08 J
3.4
15
1.11
0.04 J
0.05 U
7.4 J
NS
US U
US U
US U
1.6
3 J
2019-Jun
1 0.24 J
19
608
0.08 J
0.02 U
21
3.8
2 J
0.03 U
0.08 J
7.1 J
8.4 J
US U
0.05 U
US U
3.1
2.9 J
23 of 53

Appendix B
MW-8 Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
..
GWPS
2001-May
NS
.
NS
.IA-Dioxane
NS
NS
NS
NS
NS
Groundwater Elevation
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
ND
ND
ND
NS
ND
NS
NS
11.03
2003-May
ND
ND
ND
NS
ND
NS
NS
11.85
2003-Nov
ND
ND
ND
NS
ND
NS
NS
11.63
2004-May
ND
ND
ND
NS
ND
NS
NS
11.60
2004-Nov
ND
ND
ND
NS
ND
NS
NS
10.92
2005-May
ND
ND
ND
NS
ND
NS
NS
11.42
2005-Nov
ND
ND
ND
NS
ND
NS
NS
11.81
2006-May
ND
ND
ND
NS
ND
NS
NS
11.21
2006-Nov
ND
ND
ND
NS
ND
NS
NS
11.56
2007-May
ND
ND
ND
NS
ND
NS
NS
11.63
2007-Jun
ND
ND
ND
NS
ND
NS
NS
NM
2007-Nov
0.7 J
ND
0.2 J
NS
ND
NS
NS
10.63
2008-May
0.5 J
ND
0.2 J
NS
ND
NS
NS
11.35
2008-Nov
0.5 J
ND
0.2 J
NS
ND
NS
NS
10.76
2009-May
0.3 J
ND
ND
NS
ND
NS
NS
10.07
2009-Aug
1.9
ND
0.07 J
ND
ND
NS
NS
10.29
2010-Jan
ND
ND
ND
100 U
ND
NS
NS
11.70
2010-May
ND
ND
ND
100 U
ND
NS
NS
12.74
2010-Nov
ND
ND
ND
100 U
ND
NS
NS
11.62
2011-May
0.40 J
ND
0.4 J
100 U
ND
ND
NS
11.25
2011-Nov
0.40 J
ND
ND
100 U
ND
3.9
NS
11.76
2012-May
1.1
ND
ND
100 U
ND
5.2
NS
11.36
2012-Nov
1.6
ND
ND
100 U
ND
5.5
NS
11.49
2013-May
ND
1.2
ND
100 U
ND
5.4
NS
11.58
2014-May
1.9
0.27 U
0.25 U
100 U
0.63 U
10.2
NS
12.27
2014-Nov
0.80 J
0.27 U
0.25 U
100 U
1.4
7.7
NS
11.21
2015-May
0.24 U
0.27 U
0.25 U
100 U
0.63 U
4.9
NS
12.80
2015-Nov
0.24 U
0.27 U
0.25 U
100 U
0.63 U
2.6
NS
12.74
2016-May
0.90 J
0.27 U
0.25 U
100 U
0.63 U
8.1
NS
12.62
2016-Nov
1.5
0.27 U
0.25 U
100 U
0.63 U
11.7
NS
12.78
2017-May
1.2
0.27 U
0.25 U
100 U
0.63 U
15
NS
12.63
2017-Dec
0.6 J
0.21 U
0.25 U
100 U
0.63 U
22.2
NS
12.46
2018-Jun
0.3 J
0.21 U
0.25 U
100 U
0.63 U
10.5
NS
16.36
2018-Dec
0.48 J
0.02 U
0.25 U
100 U
1.48
21.2
49.3
12.22
2019-Jun
1.17
0.06 J
0.25 U
100 U
0.12 U
28.1
94.7
11.71
24 of 53

Appendix B
MW-9A Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
0
...
GWPS
1
10
71
1
10
1,000
15
1
20
20
2,000
2001-May
lm,
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
2.95 U
4.9 U
112 B
0.44 U
0.16 J
1.72 U
3 JB
2.13 J
6.79 U
NS
2.36 U
6.61 J
7.15 JB
0.198 U
NS
0.586 U
1.66 JB
2010-Jan
0.4J
1.3J
55.4J
0.2J
0.11
0.7J
2.7J
1.3J
1.8J
NS
2.5J
0.12U
0.11
0.03U
NS
4.9J
7.5J
2010-May
0.22 U
0.3 J
29.4 J
0.02 U
0.2 J
0.2 J
0.3 J
0.11
0.11
NS
2.0 J
0.32 U
0.03 U
0.05 U
NS
0.6 J
1.5 J
2010-Nov
0.22 U
0.6 J
32.9 J
0.02 U
0.11
0.2 J
0.03 U
0.03 U
0.01 U
NS
1.8 J
0.32 U
0.03 U
0.05 U
NS
0.9 J
2.6 J
2011-May
0.14 U
0.60 J
50.7 J
0.02 U
0.05 J
0.09 J
0.17 J
0.29 J
0.16 J
NS
0.77 J
0.20 U
0.02 U
0.02 U
NS
1.2 J
3.2 J
2011-Nov
0.14 U
0.50 J
43.6 J
0.02 U
0.08 J
0.111
0.23 J
0.05 J
0.16 J
NS
0.78 J
0.20 U
0.02 U
0.08 J
NS
1.3 J
2.3 J
2012-May
0.03 J
0.50 J
48.9 J
0.07 U
0.14 J
0.06 J
0.18 U
0.111
0.08 U
NS
0.23 J
0.17 U
0.1 U
0.07 U
NS
0.96 J
0.66 J
2012-Nov
0.06J
0.17J
36.5J
0.07U
0.04J
0.08J
0.18U
0.50J
0.12J
NS
1.3J
0.21J
0.1U
0.07U
NS
0.25J
4.4J
2013-May
0.04 J
0.15 J
39.5 J
0.03 U
0.64 J
0.04 J
0.13 J
0.35 J
0.12 J
NS
0.98 J
0.08 J
0.03 U
0.02 U
NS
0.07 J
3.7 J
2014-May
0.02 U
0.05 U
29.3 J
0.03 U
1
0.05 J
0.04 U
0.67 J
0.07 J
NS
1.3 J
0.06 U
0.03 U
0.02 U
NS
0.07 U
3.4 J
2014-Nov
0.12U
0.14U
32.1J
0.04U
0.31J
0.12U
0.14U
0.51J
0.13U
NS
1.2J
0.44U
0.04U
0.13U
NS
0.48J
1.3J
2015-May
0.02 U
0.14 U
25.8 J
0.02 U
0.10 J
0.06 J
0.18 J
0.23 J
0.03 U
NS
0.87 J
0.22 U
0.01 U
0.02 U
NS
0.22 U
2.0 J
2015-Nov
0.20 J
0.14 U
54.3 J
0.02 U
0.18 J
0.10 J
0.12 U
0.46 J
0.16 J
NS
1.9 J
0.22 U
0.01 U
0.02 U
NS
0.911
4.8 J
2016-May
0.05 U
0.66 U
51.0 J
0.04 U
0.12 J
0.07 J
0.08 J
0.43 J
0.19 J
NS
1.2 J
0.54 U
0.06 U
0.05 U
NS
0.36 U
3.1 J
2016-Nov
0.05 U
0.66 U
45.3 J
0.04 U
0.13 J
0.113 J
0.06 U
0.16 J
0.06 J
NS
1.8 J
0.62 U
0.06 U
0.05 U
NS
0.36 U
1.9 J
2017-May
0.06U
0.21 J
39.0 J
0.07 U
0.08 U
0.24 U
0.08 U
0.22 J
0.08 U
0.07 U
1.5 J
0.51 U
0.20 U
0.08 U
0.13 U
0.24 U
2.5 J
2017-Dec
0.1 J
0.36 J
68.4 J
0.07 U
0.09 J
0.29 J
0.36 J
0.68 J
0.35 J
0.07 U
2.1 J
0.5 U
0.20 U
0.08 U
0.13 U
1.5 J
3.7 J
2018-Jun
0.04 J
0.64 J
56.8
0.05 U
0.04 J
0.27 J
0.15 U
0.35 J
0.19 J
0.07 U
1.8 J
0.38 J
0.05 U
0.05 U
0.05 U
1.2
1.6 J
2018-Dec
0.1 J
0.03 J
48.8
0.05 U
0.02 J
0.12 J
0.15 U
0.38 J
0.03 U
0.05 J
2.1 J
0.15 U
0.05 U
0.05 U
0.05 U
0.03 U
3.3 J
2019-Jun
0.03 U
0.42 U
47.7
0.05 U
0.02 U
0.15 U
0.111
0.84 J
0.03 U
0.05 U
1.7 J
0.35 J
0.05 U
0.05 U
0.05 U
0.54 J
4.2 J
25 of 53

Appendix B
MW-9A Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
GWPS
2001-May
NS
NS
NS
NS
NS
NS
NS
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
NS
NS
NS
NS
NS
NS
NS
NM
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
NS
NS
NS
NS
NS
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
NS
NS
NS
NS
NS
NS
NS
NM
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
NS
NS
NS
NS
NS
NS
NS
NM
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
NS
NS
NS
NS
NS
NS
NS
NM
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
NS
NS
NS
NS
NS
NS
NS
NM
2009-Aug
ND
ND
ND
NS
ND
NS
NS
12.86
2010-Jan
ND
ND
ND
NS
ND
NS
NS
14.94
2010-May
ND
ND
ND
NS
ND
NS
NS
13.76
2010-Nov
ND
ND
ND
NS
ND
NS
NS
14.50
2011-May
ND
ND
ND
NS
ND
ND
NS
13.57
2011-Nov
ND
ND
ND
NS
ND
ND
NS
14.46
2012-May
ND
ND
ND
NS
ND
ND
NS
13.67
2012-Nov
ND
ND
ND
NS
ND
ND
NS
14.60
2013-May
ND
ND
ND
NS
ND
ND
NS
13.99
2014-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
13.97
2014-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
14.39
2015-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
14.47
2015-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
15.46
2016-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
14.58
2016-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
14.47
2017-May
0.24 U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
14.28
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
15.11
2018-Jun
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
14.38
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
15.76
2019-Jun
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.67 J
2.71 U
14.04
26 of 53

Appendix B
MW-10 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
!
M
GWPS
1
10
71
1
1,000
15
1
ham
20
20
2,000
jib
2001-May
lm,
NS
NS
NS
NS
NS
NS
NS
NS
ivy
--E�11111
NS
NS
NS
___Jjg __
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
2.95 U
4.9 U
76.1 B
0.44 U
0.17J
1.72 U
3 JB
2.34J
6.79 U
0.024 U
2.36 U
ND
6.95JB
0.198 U
5.36 JB
0.586 U
1.29 U
2010-Jan
0.06J
0.5J
113
0.2J
0.04U
0.3J
0.91
1.01
1.4J
NS
0.8J
0.2J
0.11
0.03U
NS
4.5J
2.6J
2010-May
0.22U
0.5J
129
0.11
1
0.2J
0.6J
0.6J
2.0J
NS
1.5J
0.6J
0.03U
0.05U
NS
3.2J
4.0J
2010-Nov
0.22 U
1.1 J
63.2 J
0.11
0.11
0.3 J
0.11
0.03 U
1.11
NS
4.1 J
0.32 U
0.03 U
0.05 U
NS
1.91
2.1 J
2011-May
0.14U
0.52J
89.2J
0.29J
0.8J
2.2J
0.83J
1.7J
1.2J
NS
1.11
1.11
0.02U
0.05J
NS
3.1J
3.5J
2011-Nov
0.14U
2.5J
43.6J
0.16J
0.08J
0.26J
0.86J
0.18J
1.91
NS
1.3J
0.62J
0.02U
0.05J
NS
9.2J
1.7J
2012-May
0.04 J
1.1 J
87.5 J
0.09 J
0.05 J
0.45 J
0.50 J
0.37 J
0.74 J
NS
2.3 J
0.93 J
0.1 U
0.07 U
NS
5.91
0.48 U
2012-Nov
0.091
1.5J
132
0.08J
0.08J
0.86J
0.80J
0.64J
0.43J
NS
1.6J
2.1J
0.1U
0.07U
NS
4.1J
3.1J
2013-May
0.04 J
0.74 J
169
0.08 J
0.06 J
0.33 J
1.11
0.68 J
0.23 J
NS
1.5 J
1.7 J
0.03 U
0.02 U
NS
4.6 J
2.1 J
2014-May
0.02 U
0.05 U
58.9 J
0.04 J
0.17 J
0.44 J
0.83 J
0.38 J
0.10 J
NS
1.0 J
0.06 U
0.03 U
0.02 U
NS
2.9 J
1.3 J
2014-Nov
0.24J
0.84J
100
0.04J
0.21J
0.49J
1.11
0.76J
0.13U
NS
1.8J
1.8J
0.04U
0.13U
NS
4.4J
1.4J
2015-May
0.02 U
0.73 J
63.2 J
0.04 J
0.08 J
0.31 J
1.4 J
0.27 J
0.05 J
NS
1.20 J
1.10 J
0.01 U
0.02 U
NS
4.90 J
1.10 J
2015-Nov
0.17J
1.2J
119
0.05J
0.62J
0.38J
1.7J
0.75J
0.111
NS
1.7J
2.5J
0.01U
0.02U
NS
5.3J
2.8J
2016-May
0.27J
10
344
0.05J
0.13J
0.92J
9.2J
0.97J
0.12J
NS
4.1J
4.6J
0.06U
0.05U
NS
8.7J
2.1J
2016-Nov
0.21 J
7 J
260
0.10 J
0.09 J
1.0 J
11
0.70 J
0.06 U
NS
6.7 J
9.4 U
0.06 U
0.05 U
NS
8.5 J
1.61 U
2017-May
0.31 J
8 J
200
0.07 U
0.17 J
0.87 J
12
0.70 J
0.08 U
0.07 U
6.3 J
5.1 J
0.20 U
0.08 U
0.13 U
8.5 J
1.9 J
2017-Dec
0.15J
2.6J
184
0.07U
0.15J
0.56J
4.7J
0.95J
0.76J
0.07U
3.4J
3.1J
0.20U
0.08U
0.13U
9.11
3.8J
2018-Jun
0.12J
2.2J
161
0.06J
0.04J
0.42J
4.1J
0.69J
0.18J
0.07U
3.3J
4.3J
0.05U
0.05U
0.05U
8
0.32J
2018-Dec
0.03 U
9
368
0.05 J
0.14 J
1.8
14
0.96 J
0.03 J
0.05 U
12.1
7.9 J
0.05 U
0.05 U
0.05 U
8.1
1.5 J
2019-Jun
0.21J
9
321
0.12J
0.111
19
1.9
0.8J
0.03U
0.05U
9.3J
4.1J
0.05U
0.18J
0.05U
9.5
2.7J
27 of 53

Appendix B
MW-10 Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
..
GWPS
2001-May
NS
.
NS
.IA-Dioxane
NS
NS
NS
NS
NS
Groundwater Elevation
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
NS
NS
NS
NS
NS
NS
NS
NM
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
NS
NS
NS
NS
NS
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
NS
NS
NS
NS
NS
NS
NS
NM
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
NS
NS
NS
NS
NS
NS
NS
NM
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
NS
NS
NS
NS
NS
NS
NS
NM
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
NS
NS
NS
NS
NS
NS
NS
NM
2009-Aug
ND
ND
ND
ND
ND
NS
NS
9.35
2010-Jan
ND
ND
ND
NS
ND
NS
NS
13.61
2010-May
ND
ND
ND
NS
ND
NS
NS
12.50
2010-Nov
ND
ND
ND
NS
ND
NS
NS
12.78
2011-May
ND
ND
ND
NS
ND
ND
NS
12.33
2011-Nov
ND
ND
ND
NS
ND
ND
NS
12.69
2012-May
ND
ND
ND
NS
ND
ND
NS
12.21
2012-Nov
ND
ND
ND
NS
ND
ND
NS
12.68
2013-May
ND
ND
ND
NS
ND
ND
NS
12.28
2014-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
12.68
2014-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
12.59
2015-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
13.20
2015-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
14.05
2016-May
0.50 J
0.27 U
0.5 J
NS
1.9
14.3
NS
13.42
2016-Nov
0.60 J
0.27 U
0.4 J
NS
1.7
8.8
NS
13.42
2017-May
0.40 J
0.27 U
0.25 U
4790
1.1
6.4
NS
13.36
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.9 J
0.39 U
NS
13.05
2018-Jun
0.24 U
0.21 U
0.4 J
1182
2
3.4
NS
13.37
2018-Dec
1.57
0.34
0.31 J
328 J
2.2
25.42
5.4
13.72
2019-Jun
2.26
0.4
0.35 J
849 J
1.77
29
10.7
12.82
28 of 53

Appendix B
MW-11 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
!
M
GWPS
1
10
71
1
1,000
15
1
hm
20
EmmmmmL-
20
2,000
2001-May
lm,
NS
NS
NS
NS
NS
NS
i�_
v�
NS
NS
NS
--Jmiliim�
NS
NS
NS
___Jjg _
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
2.95 U
4.9 U
39.8 B
0.44 U
0.3J
1.72 U
3.09 JB
2.44J
6.79 U
0.024 U
2.75J
4.22J
6.92JB
0.198 U
6.02 JB
0.586 U
1.29 U
2010-Jan
0.06J
0.17U
23.4J
0.3J
0.2J
0.5J
0.10U
0.8J
0.2J
NS
2.2J
0.12U
0.04U
0.03U
NS
1.3J
2.9J
2010-May
0.7J
0.04U
14.2J
0.11
0.11
0.3J
0.3J
0.2J
0.2J
NS
1.8J
0.32U
0.11
0.05U
NS
1.01
2.0J
2010-Nov
0.22 U
0.6 J
31.4 J
0.2 J
0.2 J
0.3 J
0.11
0.03 U
0.2 J
NS
1.6 J
0.32 U
0.03 U
0.05 U
NS
0.6 J
3.2 J
2011-May
0.14 U
0.10 U
19.2 J
0.31 J
0.17 J
0.26 J
0.23 J
0.67 J
0.11
NS
1.2 J
0.20 U
0.02 U
0.02 U
NS
0.54 J
2.1 J
2011-Nov
0.14U
0.23J
17.3J
0.101
0.13J
0.20J
0.04J
0.091
0.12J
NS
1.2J
0.20U
0.02U
0.12J
NS
0.551
1.91
2012-May
0.06 J
0.41 J
23.9 J
0.08 J
0.22 J
0.22 J
0.18 U
0.50 J
0.09 J
NS
3.4 J
0.72 J
0.1 U
0.07 U
NS
0.78 J
1.7 J
2012-Nov
0.08J
0.82J
19.3J
0.29J
0.64J
0.53J
0.25J
0.70J
0.49J
NS
2.3J
1.11
0.1U
0.07U
NS
0.44J
6.4J
2013-May
0.05J
0.58J
19.8J
1
0.97J
0.73J
0.78J
1.4J
0.53J
NS
2.4J
1.11
0.03J
0.14J
NS
0.35J
3.8J
2014-May
0.02 U
0.05 U
18.3 J
0.03 U
0.25 J
0.19 J
0.20 J
0.37 J
0.04 J
NS
2.7 J
0.06 U
0.03 U
0.02 U
NS
0.07 U
1.3 J
2014-Nov
0.24J
0.17J
19.7J
0.24J
0.58J
0.66J
0.34J
0.96J
0.13U
NS
4.5J
0.44U
0.04J
0.13U
NS
0.34J
3.1J
2015-May
0.02 U
0.46 J
24.4 J
0.18 J
0.33 J
0.43 J
1.11
0.90 J
0.10 J
NS
3.20 J
1.40 J
0.01 U
0.30 J
NS
0.22 U
3.0 J
2015-Nov
0.12J
0.24J
21.3J
0.06J
0.45J
0.52J
0.65J
1.11
0.091
NS
4.1J
0.911
0.01U
0.03J
NS
0.54J
4.5J
2016-May
0.05 U
0.66 U
23.6 J
0.05 J
0.16 J
0.30 J
0.85 J
0.51 J
0.07 J
NS
3.6 J
0.77 J
0.06 U
0.05 U
NS
0.36 U
1.9 J
2016-Nov
0.05 U
1.3 J
31.3 J
0.12 J
0.50 J
0.70 J
0.43 J
0.35 J
0.24 J
NS
5.2 J
1.4 J
0.06 U
0.05 U
NS
0.59 J
2.4 J
2017-May
0.07 J
0.44 J
20.3 J
0.07U
0.15 J
0.28 J
0.08 U
3.5 J
0.08 U
0.07 U
9.3 J
0.74 J
0.20 U
0.08 U
0.13 U
0.24 U
2.5 J
2017-Dec
0.07 J
2.2 J
42.4 J
0.09 J
0.08 U
0.73 J
0.8 J
0.66 J
0.111
0.07 U
4.8 J
1.8 J
0.20 U
0.08 U
0.13 U
1.5 J
3.2 J
2018-Jun
0.11
3.6J
78.3
0.11
0.08J
1.4J
1.3J
0.46J
0.13J
0.07U
5.3J
2J
0.05U
0.06J
0.05U
2.7
2.2J
2018-Dec
0.06 J
3.2 J
55
0.05 U
0.11
1
0.56 J
0.3 J
0.04 J
0.05 U
5.7 J
1.11
0.05 U
0.05 U
0.05 U
1.5
1.3 J
2019-Jun
0.03 J
5.5
72.2
0.22 J
0.12 J
0.77 J
0.9 J
0.31 J
0.03 U
0.05 U
3.8 J
1.2 J
0.05 U
0.05 U
0.05 U
3.2
6 J
29 of 53

Appendix B
MW-11 Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
GWPS
1
0.4
70
INE
NE
2001-May
NS
NS
NS
NS
NS
NS
NS
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
NS
NS
NS
NS
NS
NS
NS
NM
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
NS
NS
NS
NS
NS
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
NS
NS
NS
NS
NS
NS
NS
NM
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
NS
NS
NS
NS
NS
NS
NS
NM
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
NS
NS
NS
NS
NS
NS
NS
NM
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
NS
NS
NS
NS
NS
NS
NS
NM
2009-Aug
ND
ND
ND
ND
ND
NS
NS
8.49
2010-Jan
ND
ND
ND
NS
ND
NS
NS
11.52
2010-May
ND
ND
ND
NS
ND
NS
NS
11.02
2010-Nov
ND
ND
ND
NS
ND
NS
NS
8.35
2011-May
ND
ND
ND
NS
ND
ND
NS
10.26
2011-Nov
ND
ND
ND
NS
ND
ND
NS
11.24
2012-May
ND
ND
ND
NS
ND
18.4
NS
10.33
2012-Nov
ND
ND
ND
NS
ND
6.2
NS
10.94
2013-May
ND
ND
ND
NS
ND
ND
NS
10.32
2014-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
10.82
2014-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
2.7
NS
11.15
2015-May
0.24 U
0.27 U
0.3 J
NS
0.63 U
6.1
NS
11.23
2015-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
2.5
NS
12.06
2016-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
1.5
NS
11.47
2016-Nov
0.24 U
0.27 U
0.3 J
NS
0.63 U
0.39 U
NS
11.29
2017-May
0.24U
0.27 U
0.25 U
100U
0.63U
0.9
NS
11.76
2017-Dec
1
0.21 U
0.6 J
100 U
0.63 U
17
NS
11.89
2018-Jun
0.9 J
0.21 U
0.5 J
100 U
0.63 U
16
NS
11.62
2018-Dec
0.48 J
0.08 J
0.25 U
100 U
0.12 U
8.02
8.15
11.69
2019-Jun
1.89
0.18 J
0.25 U
100 U
0.69
17.3
9.21
9.95
30 of 53

Appendix B
MW-12S Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
!
M
GWPS
1
10
71
1
1,000
15
1
h1k
20
20
2,000
jib
2001-May
lm,
NS
NS
NS
NS
NS
NS
i�_
v�
NS
NS
-.wmmmm.-
NS
--jI�lll
NS
NS
NS
___Jjg __
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
2.95 U
4.9 U
56.6 B
0.44 U
0.158 U
1.72 U
2.48 JB
1.86J
6.79 U
0.024 U
2.43J
2.78 U
6.87JB
0.198 U
4 JB
0.586 U
1.29 U
2010-Jan
0.06J
0.17U
98.5J
0.06U
0.2J
0.2J
0.10U
0.7J
0.4J
NS
0.91
0.2J
0.11
0.03U
NS
2.4J
2.8J
2010-May
0.22U
0.4J
39.2J
0.11
0.2J
0.2J
0.6J
0.3J
1.11
NS
0.91
0.32U
0.03U
0.05U
NS
3.7J
1.11
2010-Nov
0.8J
5.3J
177
0.11
0.11
0.8J
1.7J
1.11
1.91
NS
4.1J
1.3J
0.11
0.05U
NS
4.4J
3.1J
2011-May
0.47J
5.9J
346
0.02U
0.11
1.51
2.6J
1.5J
0.83J
NS
6.8J
1.7J
0.02U
0.08J
NS
2.9J
3.5J
2011-Nov
0.51 J
11
467
0.02 U
0.06 J
0.84 J
14
0.53 J
0.64 J
NS
7.6 J
2.5 J
0.02 U
0.04 J
NS
4.8 J
1.8 J
2012-May
0.24 J
24
291
0.07 U
0.05 J
0.72 J
6.5 J
0.87 J
0.90 J
NS
5.6 J
3.7 J
0.1 U
0.07 U
NS
6.9 J
0.48 U
2012-Nov
0.3J
15
504
0.07U
0.13J
1.11
16
0.911
0.65J
NS
7.3J
4.1J
0.1U
0.07U
NS
6.4J
4.1J
2013-May
0.18 J
19
342
0.03 J
0.68 J
0.88 J
19
1.5 J
0.07 J
NS
4.8 J
5.7 J
0.03 U
0.02 U
NS
7.8 J
1.9 J
2014-May
0.10 J
11
368
0.03 U
0.09 J
0.82 J
9.0 J
0.63 J
0.02 U
0.01 U
5.9 J
1.3 J
0.03 U
0.02 U
0.06 U
4.1 J
2.0 J
2014-Nov
0.34J
36
515
0.04U
0.26J
1.11
21
1.2J
0.13U
0.06U
6.7J
0.44U
0.04U
0.13U
0.18J
11.0J
1.9J
2015-May
0.70 J
15
292
0.02 U
0.09 J
0.81 J
8.9 J
0.35 J
0.03 U
0.05 U
4.90 J
3.40 J
0.01 U
0.02 U
0.12 J
5.10 J
13
2015-Nov
0.14J
2.8J
69.2J
0.04J
1
0.30J
2.7J
1.5J
0.191
0.05U
2.3J
0.911
0.03J
0.07J
0.35J
3.2J
6.0J
2016-May
0.26 J
38
550
0.04 U
0.14 J
1.7 J
27
1.6 J
0.07 J
0.04 J
6.6 J
6.7 J
0.06 U
0.05 U
0.33 J
16.5 J
2.0 J
2016-Nov
0.28 J
42
654
0.10 J
0.15 J
2.0 J
28
1.5 J
0.06 J
0.04 U
8.9 J
0.62 U
0.06 U
0.05 U
0.06 U
16.4 J
2.0 J
2017-May
0.29 J
52
507
0.07 U
0.08 U
1.8 J
28
1.11
0.08 U
0.07 U
7.6 J
9.9 J
0.20 U
0.08 U
0.13 U
17.9 J
1.5 J
2017-Dec
0.25J
41
541
0.07U
0.15J
2.0J
31
2.4J
0.24J
0.07U
6.9J
0.5U
0.20U
0.08U
0.24J
21.3J
5.5J
2018-Jun
0.18 J
37
466
0.07 J
0.13 J
1.9
26
0.76 J
0.6 J
0.07 U
5.6 J
0.53 U
0.05 U
0.05 U
0.05 U
16
2 J
2018-Dec
0.17 J
22
398
0.05 U
0.02 U
1.6
24
1.11
0.03 U
0.05 U
6.6 J
8.1 J
0.05 U
0.05 U
0.05 U
17.5
1.2 J
2019-Jun
2.9
54
759
0.08 J
0.02 U
55
3.2
2.5 J
0.03 U
0.05 U
9.11
11
0.05 U
0.07 J
0.05 U
40
4.4 J
31 of 53

Appendix B
MW-12S Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
..
GWPS
.
.IA-Dioxane
7loom
M13W
Groundwater Elevation
2001-May
NS
NS
NS
NS
NS
NS
NS
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
NS
NS
NS
NS
NS
NS
NS
NM
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
NS
NS
NS
NS
NS
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
NS
NS
NS
NS
NS
NS
NS
NM
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
NS
NS
NS
NS
NS
NS
NS
NM
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
NS
NS
NS
NS
NS
NS
NS
NM
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
NS
NS
NS
NS
NS
NS
NS
NM
2009-Aug
ND
ND
ND
ND
ND
NS
NS
8.45
2010-Jan
ND
ND
ND
ND
NS
NS
11.71
2010-May
ND
ND
ND
NS
ND
NS
NS
12.03
2010-Nov
ND
ND
ND
NS
ND
NS
NS
11.25
2011-May
ND
0.6 J
0.6 J
NS
ND
ND
NS
11.00
2011-Nov
0.30 J
0.4 J
1.2 J
NS
ND
4.2
NS
11.51
2012-May
1.2
1.1
8.5
NS
0.8
2.5
NS
11.06
2012-Nov
0.70 J
ND
4.1 J
NS
1.9
10.9
NS
10.70
2013-May
1.1
ND
5.9 J
NS
3
3.3
NS
10.50
2014-May
0.4 J
0.27 U
0.7 J
230 J
1.1
5.5
NS
10.93
2014-Nov
1.1
0.27 U
1.7 J
100 U
3.4
10
NS
10.58
2015-May
0.50 J
0.27 U
0.5 J
100 U
1.7
7.1
NS
11.32
2015-Nov
0.24 U
0.27 U
0.25 U
100 U
0.63 U
1.8
NS
11.98
2016-May
1.4
0.27 U
0.8 J
346 J
3.7
46.2
NS
11.64
2016-Nov
1.9
0.27 U
1.6 J
240 J
4.3
49
NS
11.38
2017-May
1.7
0.27 U
0.25 U
537J
4.3
36.4
NS
11.58
2017-Dec
2
0.21 U
1.4 J
100 U
3.7
58.4
NS
12.04
2018-Jun
1.4
0.21 U
0.6 J
298 J
2.9
32.7
NS
11.58
2018-Dec
1.48
0.13 J
0.34 J
115 J
2.21
38.75
8.82
12.03
2019-Jun
2.52
0.19 J
0.4 J
100 U
3.33
64.9
32.8
11.46
32 of 53

Appendix B
MW-13 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
!
M
GWPS
1
10
71
1
1,000
15
1
ham
20
20
2,000
jib
2001-May
lm,
NS
NS
NS
NS
NS
NS
NS
NS
ivy
--E�11111
NS
NS
NS
___Jjg __
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
2.95 U
4.9 U
411 JB
0.44 U
0.16 J
1.72 U
1.77 JB
1.33 J
6.79 U
NS
2.44 J
2.78 U
6.91 JB
0.198 U
NS
0.586 U
4.63 JB
2010-Jan
0.06J
2.4J
82.8J
0.3J
0.2J
1.3J
0.7J
1.2J
3.2J
NS
1.6J
0.5J
0.11
0.03U
NS
4.9J
8.5J
2010-May
0.22U
1.4J
86.7J
0.3J
0.4J
0.91
0.8J
0.5J
1.8J
NS
1.7J
0.32U
0.03U
0.05U
NS
2.4J
7.5J
2010-Nov
0.22U
1.8J
106
0.3J
0.2J
1.01
0.91
0.8J
3.1J
NS
2.2J
0.8J
0.03U
0.05U
NS
3.6J
8.5J
2011-May
0.14U
0.29J
92.3J
0.12J
0.16J
1.2J
0.51J
2.1J
0.8J
NS
2.1J
0.38J
0.02U
0.04J
NS
1.01
32
2011-Nov
0.14U
0.52J
67.8J
0.14J
0.13J
0.60J
0.57J
0.82J
0.93J
NS
1.3J
0.78J
0.02U
0.07J
NS
1.4J
3.2J
2012-May
0.101
0.62J
74.2J
0.12J
0.18J
1.51
0.61J
0.77J
1.01
NS
3.4J
0.64J
0.1U
0.07U
NS
2.2J
8.1J
2012-Nov
0.101
0.76J
76.6J
0.13J
0.12J
0.46J
0.68J
1.01
1.5J
NS
1.7J
1.01
0.1U
0.07U
NS
3.0J
3.3J
2013-May
0.03 J
0.34 J
69.7 J
0.12 J
0.21 J
0.47 J
0.59 J
0.63 J
0.93 J
NS
0.84 J
0.83 J
0.03 U
0.02 U
NS
2.0 J
3.5 J
2014-May
0.02 U
0.05 U
52.4 J
0.04 J
1
0.32 J
0.46 J
1.0 J
0.40 J
NS
1.2 J
0.06 U
0.03 U
0.02 U
NS
1.4 J
2.4 J
2014-Nov
0.12U
0.37J
69.9J
0.08J
0.18J
0.47J
0.35J
0.40J
0.52J
NS
1.11
0.62J
0.04U
0.13U
NS
1.3J
4.6J
2015-May
0.02 U
0.41 J
57.1 J
0.02 U
0.10 J
0.28 J
0.63 J
0.60 J
0.111
NS
1.40 J
0.59 J
0.01 U
0.03 J
NS
1.20 J
1.30 J
2015-Nov
0.16J
0.26J
57.7J
0.03J
1
0.35J
0.42J
2.0J
1.01
NS
2.5J
0.63J
0.01U
0.06J
NS
5.81
3.6J
2016-May
0.12J
0.66U
46.2J
0.06J
0.23J
0.26J
0.81J
1.3J
2.1J
NS
1.4J
0.73J
0.06U
0.07J
NS
10.51
4.5J
2016-Nov
0.11 J
0.85 J
53.1 J
0.04 U
0.05 J
0.94 J
0.26 J
0.50 J
0.08 J
NS
3.4 J
1.11
0.06 U
0.05 U
NS
1.5 J
1.61 U
2017-May
0.16J
1.3J
36.3J
0.07U
0.08U
0.50J
0.15J
0.69J
0.17J
0.07U
1.8J
0.77J
0.20U
0.08J
0.13U
0.911
1.91
2017-Dec
0.13J
1.5J
56.3J
0.07U
0.08U
0.37J
0.4J
0.7J
1.11
0.07U
2.3J
0.77J
0.20U
0.08U
0.13U
6.6J
2.3J
2018-Jun
0.13 J
5
38.7
0.06 J
0.04 J
0.85 J
0.15 U
0.89 J
2.8 J
0.07 U
2.1 J
1.2 J
0.05 U
0.05 U
0.05 U
15
1.6 J
2018-Dec
0.13 J
1.1 J
47.5
0.05 U
0.06 J
0.54 J
0.31 J
0.38 J
0.16 J
0.05 U
3.9 J
0.85 J
0.05 U
0.05 U
0.05 U
1.3
0.911
2019-Jun
0.1 J
2.3 J
45.8
0.06 J
0.05 J
0.3 J
0.75 J
0.56 J
0.111
0.05 U
2.2 J
0.73 J
0.05 U
0.12 J
0.05 U
1.5
4.7 J
33 of 53

Appendix B
MW-13 Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
GWPS
2001-May
NS
NS
NS
NS
NS
NS
NS
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
NS
NS
NS
NS
NS
NS
NS
NM
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
NS
NS
NS
NS
NS
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
NS
NS
NS
NS
NS
NS
NS
NM
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
NS
NS
NS
NS
NS
NS
NS
NM
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
NS
NS
NS
NS
NS
NS
NS
NM
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
NS
NS
NS
NS
NS
NS
NS
NM
2009-Aug
ND
ND
ND
ND
ND
NS
NS
9.35
2010-Jan
ND
ND
ND
NS
ND
NS
NS
12.45
2010-May
ND
ND
ND
NS
ND
NS
NS
11.22
2010-Nov
ND
ND
ND
NS
ND
NS
NS
12.44
2011-May
ND
ND
ND
NS
ND
ND
NS
12.01
2011-Nov
ND
ND
ND
NS
ND
ND
NS
12.10
2012-May
ND
ND
ND
NS
ND
ND
NS
11.86
2012-Nov
ND
ND
ND
NS
ND
ND
NS
11.51
2013-May
ND
ND
ND
NS
ND
ND
NS
10.77
2014-May
ND
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
11.29
2014-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
10.57
2015-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
11.69
2015-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
12.24
2016-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
12.33
2016-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
12.17
2017-May
0.24 U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
12.35
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
12.69
2018-Jun
0.24 U
0.21 U
0.25 U
158 J
0.63 U
0.39 U
NS
13.03
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
13.12
2019-Jun
0.24 U
0.02 U
0.25 U
100 0
0.12 U
1.47
2.71 U
12.21
34 of 53

Appendix B
MW-14D Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
!
M
GWPS
1
10
71
1
1,000
15
1
ham
20
20
2,000
JIL
2001-May
lm,
NS
NS
NS
NS
NS
NS
i\1�
N-)
NS
NS
N-)
--E�11111
NS
NS
NS
___Jjg _
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
2.95 U
4.9 U
13.9 JB
0.44 U
0.4 J
1.72 U
4.24 JB
1.29 U
6.79 U
NS
2.36 U
2.78 U
6.77 JB
0.198 U
NS
0.586 U
1.29 U
2010-Jan
0.11
0.2J
13.1J
0.06U
1
0.2J
1.8J
2.4J
1.2J
NS
2.14J
0.12U
1.11
0.03U
NS
1.4J
21
2010-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-Nov
0.14 U
0.32 J
9.9 J
0.02 U
0.43 J
0.08 J
0.04 U
0.66 J
0.17 J
NS
1.4 J
0.20 U
0.02 U
0.02 U
NS
0.3 J
3.2 J
2012-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2012-Nov
0.91
0.24J
11.2J
0.07U
0.43J
0.101
0.4J
1.2J
0.22J
NS
1.7J
0.23J
0.1U
0.07U
NS
0.41J
6.1J
2013-May
0.4 J
0.08 J
10.2 J
0.03 U
2
0.04 J
0.27 J
0.84 J
0.07 J
NS
0.96 J
0.27 J
0.03 U
0.02 U
NS
0.07 U
4.2 J
2014-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2015-May
0.06 J
0.23 J
10.7 J
0.02 U
0.50 J
0.05 J
0.12 U
1.3 J
0.05 J
NS
1.1 J
0.22 U
0.01 U
0.02 U
NS
0.22 U
11
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2016-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2017-May
0.09 J
0.07 U
9.90 J
0.07 U
0.25 J
0.24 U
0.08U
1.2 J
0.08U
0.07 U
1.7 J
0.51 U
0.20 U
0.08 U
0.13 U
1.4 J
8.4 J
2017-Dec
0.08 J
0.58 J
10.9 J
0.07 U
0.19 J
0.24 U
0.08 J
0.6 J
0.18 J
0.07 U
3.0 J
0.51 U
0.20 U
0.08 U
0.21 J
0.591
7.4 J
2018-Jun
0.03 U
0.24 J
10.2
0.05 U
0.22 J
0.09 J
0.15 U
0.77 J
0.12 J
0.07 U
0.99 J
0.36 J
0.05 U
0.05 U
0.05 U
0.05 J
4.7 J
2018-Dec
0.04 J
0.03 U
8.5 J
0.05 U
0.06 J
0.07 J
0.15 U
0.41 J
0.03 U
0.05 U
1.4 J
0.15 U
0.05 U
0.05 U
0.05 U
0.03 U
2 J
2019-Jun
0.04 J
0.18 J
10.1
0.05 U
0.05 J
0.15 U
0.05 J
0.94 J
0.03 U
0.05 U
1.8 J
0.35 J
0.05 U
0.05 U
0.05 U
0.03 U
9.7 J
35 of 53

Appendix B
MW-14D Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
GWPS
1
A A
NE
nna
INE12001-May
NS
NS
NS
NS
NS
NS
NS
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
NS
NS
NS
NS
NS
NS
NS
NM
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
NS
NS
NS
NS
NS
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
NS
NS
NS
NS
NS
NS
NS
NM
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
NS
NS
NS
NS
NS
NS
NS
NM
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
NS
NS
NS
NS
NS
NS
NS
NM
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
NS
NS
NS
NS
NS
NS
NS
NM
2009-Aug
ND
ND
ND
NS
ND
NS
NS
10.50
2010-Jan
ND
ND
ND
NS
ND
NS
NS
9.49
2010-May
NS
NS
NS
NS
NS
NS
NS
NM
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2011-May
NS
NS
NS
NS
NS
NS
NS
NM
2011-Nov
ND
ND
ND
NS
ND
ND
NS
11.71
2012-May
NS
NS
NS
NS
NS
NS
NS
NM
2012-Nov
ND
ND
ND
NS
ND
ND
NS
11.86
2013-May
ND
ND
ND
NS
ND
ND
NS
11.44
2014-May
NS
NS
NS
NS
NS
NS
NS
NM
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2015-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
12.43
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2016-May
NS
NS
NS
NS
NS
NS
NS
NM
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2017-May
0.24 U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
12.05
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
11.84
2018-Jun
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
12.15
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
12.21
2019-Jun
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
11.30
36 of 53

Appendix B
MW-14S Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
!
M
GWPS
1
10
700
1AP
1.000
15
1
hmm
20
20
2,000
JIL
2001-May
lm,
NS
NS
NS
NS
NS
NS
i�_
v�
NS
NS
-mmmmmL-
NS
--Jmiliim�
NS
NS
NS
___Jjg _
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
2.95 U
4.9 U
111
0.44 U
0.23 J
1.72 U
2.8 JB
1.34 J
6.79 U
NS
2.36 U
2.78 U
7.2 JB
0.198 U
NS
0.586 U
1.48 JB
2010-Jan
0.2J
1.3J
100
0.6J
0.2J
0.4J
2.6J
2.4J
21
NS
1.01
0.4J
0.11
0.03U
NS
35
4.7J
2010-May
0.22U
0.04U
107
0.11
0.11
0.2J
0.5J
0.11
1.5J
NS
1.11
0.32U
0.03U
0.05U
NS
3.3J
1.2J
2010-Nov
0.22U
1.6J
177
0.2J
0.3J
0.3J
0.5J
0.11
2.2J
NS
1.91
0.32U
0.03U
0.05U
NS
8.5J
2.6J
2011-May
0.14U
1.5J
127
0.2J
0.12J
0.18J
0.48J
0.81J
4.4J
NS
0.86J
0.44J
0.02U
0.04J
NS
11.8J
2.6J
2011-Nov
0.14 U
1.7 J
223
0.29 J
0.29 J
0.42 J
1.3 J
0.59 J
3.2 J
NS
2 J
0.33 J
0.02 U
0.05 J
NS
8.4 J
4.7 J
2012-May
0.34J
4.0J
105
2
0.18J
3.4J
2.0J
1.91
11
NS
5.2J
1.4J
0.1U
0.07U
NS
31
6.2J
2012-Nov
0.14J
3.7J
74.7J
0.39J
0.36J
1.6J
1.2J
0.57J
7.9J
NS
1.91
0.94J
0.1U
0.07U
NS
22.7J
4.6J
2013-May
0.15J
5.0J
69.4J
0.48J
0.18J
2.4J
5.8J
1.8J
0.75J
NS
4.4J
5.5J
0.03U
0.30J
NS
8.2J
5.6J
2014-May
0.17J
0.30J
90.91
0.03U
2
0.24J
2.1J
1.8J
0.42J
NS
1.6J
0.06U
0.03U
0.13J
NS
1.4J
2.6J
2014-Nov
0.21J
6.9J
207
0.08J
0.26J
1.81
14
1.11
1.4J
NS
6.9J
0.16U
0.04U
0.15J
NS
4.3J
5.7J
2015-May
0.18 J
1.2 J
54.3 J
0.04 J
0.86 J
0.79 J
0.82 J
0.55 J
0.56 J
NS
1.60 J
0.28 J
0.01 U
0.02 J
NS
1.60 J
16
2015-Nov
0.12J
2.4J
93.8J
0.48J
0.66J
1.6J
8.4J
3.6J
13
NS
4.1J
0.22U
0.02J
0.13J
NS
27
35
2016-May
0.12J
0.84J
52.1J
0.13J
0.44J
0.61J
3.0J
1.8J
2.7J
NS
2.5J
0.54U
0.06U
0.07J
NS
5.7J
12
2016-Nov
0.08J
2.1J
73.1J
0.06J
0.29J
1.3J
1.2J
0.62J
1.01
NS
3.0J
0.69J
0.06U
0.05U
NS
2.6J
6.8J
2017-May
0.14 J
0.90 J
75.0 J
0.10 J
0.61J
0.74 J
2.1 J
1.4 J
2.1 J
0.07 U
2.6 J
0.51 U
0.20 U
0.08 U
NA
5.91
13
2017-Dec
0.111
2.6J
92.0J
0.32J
0.44J
1.6J
9.11
3.8J
8.6J
0.07U
4.5J
0.57J
0.20U
0.12J
0.24J
20.1J
21
2018-Jun
0.03 U
2.4 J
65
0.05 U
0.11
0.59 J
0.84 J
0.56 J
0.69 J
0.07 U
1.5 J
11
0.05 U
0.06 J
0.05 U
2.1
5 J
2018-Dec
0.06 J
0.59 J
49.3
0.05 U
0.07 J
0.36 J
0.48 J
0.52 J
0.73 J
0.05 J
1.8 J
0.15 U
0.05 U
0.05 U
0.05 U
2.3
4.6 J
2019-Jun
0.06 J
2.2 J
98.9
0.07 J
0.05 J
2 J
0.69 J
0.92 J
0.72 J
0.05 U
4 J
1.11
0.05 U
0.05 J
0.05 U
4.2
6.2 J
37 of 53

Appendix B
MW-14S Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
GWPS
1
0.4
70
INE
NE
2001-May
NS
NS
NS
NS
NS
NS
NS
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
NS
NS
NS
NS
NS
NS
NS
NM
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
NS
NS
NS
NS
NS
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
NS
NS
NS
NS
NS
NS
NS
NM
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
NS
NS
NS
NS
NS
NS
NS
NM
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
NS
NS
NS
NS
NS
NS
NS
NM
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
NS
NS
NS
NS
NS
NS
NS
NM
2009-Aug
ND
ND
ND
NS
ND
NS
NS
11.90
2010-Jan
ND
ND
ND
NS
ND
NS
NS
12.51
2010-May
ND
ND
ND
NS
ND
NS
NS
11.41
2010-Nov
ND
ND
ND
NS
ND
NS
NS
12.59
2011-May
ND
ND
ND
NS
ND
ND
NS
12.03
2011-Nov
ND
ND
ND
NS
ND
0.9
NS
12.03
2012-May
ND
ND
ND
NS
ND
14
NS
11.99
2012-Nov
ND
ND
ND
NS
ND
0.7
NS
11.49
2013-May
0.40 J
ND
1.4 J
NS
ND
7.4
NS
11.00
2014-May
ND
0.27 U
0.3 J
NS
0.63 U
0.8
NS
11.49
2014-Nov
0.50 J
0.27 U
1.6 J
NS
0.63 U
17.3
NS
10.84
2015-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
1
NS
11.86
2015-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
12.70
2016-May
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.39 U
NS
12.65
2016-Nov
0.24 U
0.27 U
0.25 U
NS
0.63 U
0.6
NS
12.09
2017-May
0.24U
0.27 U
0.25 U
100U
0.63U
0.39U
NS
12.50
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
12.60
2018-Jun
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
12.80
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
13.36
2019-Jun
0.24 U
0.02 U
0.25 U
100 U
0.13 J
0.81 J
2.71 U
12.60
38 of 53

Appendix B
MW-15 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
!
M
GWPS
1
10
71
1
1,000
15
1
hmm
20
20
2,000
3
2001-May
lm,
NS
NS
NS
NS
NS
NS
i�_
v�
NS
NS
-mmmmmL-
NS
--jm�lll
NS
NS
NS
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2012-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2012-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2013-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2014-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2015-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2016-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2017-May
0.101
6.4 J
88.7 J
0.42 J
0.20 J
0.32
2.9J
1.4 J
10
0.07 U
1.11
1.8 J
0.20 U
0.08U
0.13U
71
4.9 J
2017-Dec
0.08J
2.8J
134
0.33J
0.12J
0.36J
2.9J
0.6J
5.6J
0.07U
0.94J
1.8J
0.20U
0.08U
0.13U
34
5.8J
2018-Jun
0.04J
3J
99.5
0.27J
0.17J
0.33J
2.6J
1.11
6.8J
0.07U
11
0.96J
0.05U
0.07J
0.05U
21.2
2.4J
2018-Dec
0.05 J
1.4 J
95.2
0.05 J
0.08 J
0.15 J
0.15 U
0.44 J
0.11
0.05 U
2.1 J
0.15 U
0.05 U
0.05 U
0.05 U
3.5
0.87 J
2019-Jun
0.04 J
1.6 J
109
0.111
0.07 J
0.46 J
0.26 J
0.4 J
0.03 U
0.05 U
1.3 J
0.51 J
0.05 U
0.05 U
0.05 U
5.7
5.1 J
39 of 53

Appendix B
MW-15 Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
GWPS
1
A A
NE
nna
INE12001-May
NS
NS
NS
NS
NS
NS
NS
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
NS
NS
NS
NS
NS
NS
NS
NM
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
NS
NS
NS
NS
NS
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
NS
NS
NS
NS
NS
NS
NS
NM
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
NS
NS
NS
NS
NS
NS
NS
NM
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
NS
NS
NS
NS
NS
NS
NS
NM
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
NS
NS
NS
NS
NS
NS
NS
NM
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NM
2010-Jan
NS
NS
NS
NS
NS
NS
NS
NM
2010-May
NS
NS
NS
NS
NS
NS
NS
NM
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2011-May
NS
NS
NS
NS
NS
NS
NS
NM
2011-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2012-May
NS
NS
NS
NS
NS
NS
NS
NM
2012-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2013-May
NS
NS
NS
NS
NS
NS
NS
NM
2014-May
NS
NS
NS
NS
NS
NS
NS
NM
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2015-May
NS
NS
NS
NS
NS
NS
NS
NM
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2016-May
NS
NS
NS
NS
NS
NS
NS
NM
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2017-May
0.24 U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
13.54
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
14.06
2018-Jun
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
14.37
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
14.47
2019-Jun
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
13.28
40 of 53

Appendix B
MW-16 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
71
1
1,000
15
1
20
20
2
2,000
3
2001-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2012-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2012-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2013-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2014-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2015-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2016-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2017-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2017-Dec
0.14J
3.2J
251
0.16J
0.21J
0.86J
6.9J
2.6J
3.1J
0.07U
1.7J
3.0J
0.20U
0.13J
0.18J
12.0J
6.9J
2018-Jun
0.04J
2.4J
196
0.07J
0.13J
0.55J
2.5J
1.2J
0.8J
0.07U
0.97J
2.7J
0.05U
0.11
0.43J
8.8
5.4J
2018-Dec
0.05 J
3.2 J
67.7
0.09 J
0.15 J
0.53 J
1.5 J
0.25 J
0.12 J
0.05 U
1.5 J
2.1 J
0.05 U
0.05 U
0.05 U
9.1
0.84 J
2019-Jun
0.46J
5
418
0.16J
0.13J
2.9J
0.94J
1.4J
0.71J
0.05U
7J
4.3J
0.05U
0.09J
0.05U
11.9
5J
41 of 53

Appendix B
MW-16 Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
GWPS
1
A A
NE
nna
INE12001-May
NS
NS
NS
NS
NS
NS
NS
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
NS
NS
NS
NS
NS
NS
NS
NM
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
NS
NS
NS
NS
NS
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
NS
NS
NS
NS
NS
NS
NS
NM
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
NS
NS
NS
NS
NS
NS
NS
NM
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
NS
NS
NS
NS
NS
NS
NS
NM
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
NS
NS
NS
NS
NS
NS
NS
NM
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NM
2010-Jan
NS
NS
NS
NS
NS
NS
NS
NM
2010-May
NS
NS
NS
NS
NS
NS
NS
NM
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2011-May
NS
NS
NS
NS
NS
NS
NS
NM
2011-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2012-May
NS
NS
NS
NS
NS
NS
NS
NM
2012-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2013-May
NS
NS
NS
NS
NS
NS
NS
NM
2014-May
NS
NS
NS
NS
NS
NS
NS
NM
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2015-May
NS
NS
NS
NS
NS
NS
NS
NM
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2016-May
NS
NS
NS
NS
NS
NS
NS
NM
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2017-May
NS
NS
NS
NS
NS
NS
NS
NM
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
NM
2018-Jun
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
NM
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
NM
2019-Jun
0.24 U
0.04 J
0.25 U
100 U
0.12 U
0.59 J
2.71 U
NM
42 of 53

Appendix B
MW-17 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
!
M
GWPS
1
10
71
1
1,000
15
1
hm
20
EmmmmmL-
20
2,000
JL3
2001-May
--.domEL..-
NS
NS
NS
NS
NS
NS
i�_
v�
NS
NS
NS
--E�11111
NS
NS
NS
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
0.3J
3.6J
51.5J
1
2
1.2J
3.3J
4.8J
5.3J
NS
5.2J
2.8J
0.2J
0.03U
NS
15.7J
15
2010-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2012-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2012-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2013-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2014-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2015-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2016-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2017-May
0.06U
0.41J
136
0.13J
0.14J
0.33J
1.5J
0.35J
0.34J
0.07U
3.0J
0.51U
0.20U
0.08U
0.13U
4.5J
3.2J
2017-Dec
0.091
2.4J
84.2J
0.31J
0.08U
0.28J
2.4J
0.77J
1.7J
0.07U
2.2J
1.2J
0.20U
0.08U
0.22J
7.1J
5.0J
2018-Jun
0.04 J
0.54 J
89.1
0.16 J
0.111
0.33 J
2.9 J
0.88 J
0.97 J
0.07 U
2.4 J
0.89 J
0.05 U
0.05 U
0.57 J
5.2
8.6 J
2018-Dec
0.04 J
0.03 U
256
0.05 J
0.04 J
0.32 J
0.94 J
0.12 J
0.06 J
0.05 U
5.2 J
0.15 U
0.05 U
0.05 U
0.05 U
1.2
1.5 J
2019-Jun
0.03 U
1.1 J
39
0.05 U
0.04 J
0.18 J
0.2 J
0.17 J
0.03 U
0.05 U
1.4 J
0.68 J
0.05 U
0.06 J
0.05 U
2.9
3 J
43 of 53

Appendix B
MW-17 Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
GWPS
2001-May
NS
NS
NS
NS
NS
NS
NS
NM
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2002-May
NS
NS
NS
NS
NS
NS
NS
NM
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2003-May
NS
NS
NS
NS
NS
NS
NS
NM
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2004-May
NS
NS
NS
NS
NS
NS
NS
NM
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2005-May
NS
NS
NS
NS
NS
NS
NS
NM
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2006-May
NS
NS
NS
NS
NS
NS
NS
NM
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2007-May
NS
NS
NS
NS
NS
NS
NS
NM
2007-Jun
NS
NS
NS
NS
NS
NS
NS
NM
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2008-May
NS
NS
NS
NS
NS
NS
NS
NM
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2009-May
NS
NS
NS
NS
NS
NS
NS
NM
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NM
2010-Jan
ND
ND
ND
NS
ND
NS
NS
14.19
2010-May
NS
NS
NS
NS
NS
NS
NS
NM
2010-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2011-May
NS
NS
NS
NS
NS
NS
NS
NM
2011-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2012-May
NS
NS
NS
NS
NS
NS
NS
NM
2012-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2013-May
NS
NS
NS
NS
NS
NS
NS
NM
2014-May
NS
NS
NS
NS
NS
NS
NS
NM
2014-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2015-May
NS
NS
NS
NS
NS
NS
NS
NM
2015-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2016-May
NS
NS
NS
NS
NS
NS
NS
NM
2016-Nov
NS
NS
NS
NS
NS
NS
NS
NM
2017-May
0.24 U
0.27 U
0.25 U
100 U
0.63 U
0.39 U
NS
13.52
2017-Dec
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
13.72
2018-Jun
0.24 U
0.21 U
0.25 U
100 U
0.63 U
0.39 U
NS
13.44
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
14.59
2019-Jun
0.24 U
0.02 U
0.25 U
100 0
0.12 U
0.5 J
2.71 U
12.44
44 of 53

Appendix B
SW-1 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
Date Sampled
2001-May
Antimony
lir"MINIEU,IL
ND
Arsenic
ND
Barium
ND
Beryllium
ND
Cadmium
AL
ND
CobaltCopper
ND
Total
ND
ND
ND
ND
ND
ND
ND
ND
ND
2001-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2002-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2002-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2003-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2003-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2004-May
ND
ND
ND
ND
4
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2004-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2005-May
ND
ND
ND
ND
ND
ND
ND
ND
14
ND
ND
ND
ND
ND
ND
2005-Nov
ND
ND
ND
ND
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2006-May
ND
ND
ND
ND
3
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2006-Nov
ND
ND
ND
ND
5
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2007-May
0.05 U
0.47 U
0.04 U
0.08 U
0.06 U
0.41 U
0.24 U
0.2 U
0.07 U
0.66 U
0.35 U
0.52 U
0.07 U
ND
26
2007-Nov
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
2008-May
0.2 J
11
174
0.7 J
0.4 J
1.2 J
8.0 J
5.5
25
3.5 J
1.3 J
0.11
0.2 J
40
43
2008-Nov
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
2009-May
0.1 J
6.3 J
181
0.6 J
0.7 J
1.01
5.1 J
4.9
23
1.9 J
0.8 J
0.11
0.03 U
30
21
2009-Aug
NS
NS
NS
NS
NS
NS
NS
2.7 J
NS
NS
NS
NS
NS
NS
NS
2010-Jan
0.11
3.9J
89.2J
0.2J
1.9
0.6J
2.1J
0.4J
8.0J
1.3J
0.12U
0.2J
0.11
18.9J
15
2010-May
0.22U
0.91
33.3J
0.11
0.2J
0.3J
0.4J
0.3J
0.91
0.4J
0.32U
0.03U
0.05U
2.0J
2.3J
2010-Nov
0.22U
2J
49.8J
0.11
0.11
0.4J
0.5J
1.7J
11
0.7J
0.32U
0.03U
0.05U
3.1J
5.6J
2011-May
0.14U
3.1J
70.8J
0.12J
0.22J
0.84J
1.8J
0.17J
4.3J
1.3J
0.3J
0.02U
0.05J
6.8J
9.6J
2011-Nov
0.14 U
2.0 J
48.7 J
0.02 U
0.02 J
0.50 J
0.74 J
2.3 J
0.95 J
0.88 J
0.20 J
0.02 U
0.02 U
2.2 J
1.9 J
2012-May
0.13J
4.7J
78.8J
0.191
0.17J
0.89J
2.6J
2.1J
7.0J
3.8J
0.41J
0.1U
0.07U
9.5J
6.4J
2012-Nov
0.02 U
0.93 J
38.0 J
0.07 U
0.07 J
0.42 J
0.54 J
1.3 J
0.45 J
0.46 J
0.17 J
0.1 U
0.07 U
1.5 J
4.8 J
2013-May
0.14J
1.2J
50.2J
0.12J
0.08J
0.73J
2.4J
2.4J
1.6J
0.97J
0.39J
0.03U
0.05J
3.1J
4.1J
2014-May
0.02 U
0.67 J
94.3 J
0.16 J
0.22 J
0.38 J
1.9 J
0.46 J
5.2 J
0.98 J
0.06 U
0.03 U
0.02 J
6.0 J
9.9 J
2014-Nov
0.12 U
0.78 J
86.6 J
0.04 U
0.05 J
0.41 J
0.98 J
0.80 J
0.30 J
1.2 J
0.16 U
0.04 U
0.13 U
0.30 J
3.7 J
2015-May
0.65 J
0.82 J
57.6 J
0.06 J
0.07 J
0.33 J
1.2 J
0.66 J
0.69 J
0.67 J
0.22 U
0.01 U
0.03 J
1.11
2.9 J
2015-Nov
0.10 J
0.71 J
55.8 J
0.02 U
0.04 J
0.26 J
0.86 J
0.68 J
0.38 J
0.80 J
0.46 J
0.01 U
0.02 U
1.3 J
4.7 J
2016-May
0.05 U
0.92 J
56.3 J
0.04 U
0.05 U
0.27 J
1.6 J
0.48 J
0.82 J
0.92 J
0.54 U
0.06 U
0.05 U
1.6 J
3.6 J
2016-Nov
0.05 U
1.2 J
50.0 J
0.05 J
0.05 U
0.34 J
0.95 J
0.45 J
0.32 J
0.72 J
0.54 U
0.06 U
0.05 U
0.57 J
2.4 J
2017-May
0.06 U
1.8 J
128
0.07 U
0.08 U
0.35 J
1.3 J
0.45 J
0.28 J
1.4 J
0.95 J
0.20 U
0.08 U
0.74 J
0.76 J
2017-Dec
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
2018-Jun
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
2018-Dec
0.17 J
1.6 J
108
0.31 J
0.15 J
0.79 J
6.1
3.1
9.6
2.1
1.4
0.05
0.08
8.4
22
2019-Jun
0.05 J
1.5 J
76.7
0.2 J
0.05 J
5.1
0.56 J
2.2 J
3.9 J
1.8 J
0.87 J
0.05 U
0.05 U
9.4
13
45 of 53

Appendix B
SW-1 Selected VOCs
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
12001-May
GWPS
ND
ND
ND
ND
NS
NS
2001-Nov
ND
ND
ND
ND
NS
NS
2002-May
ND
ND
ND
ND
NS
NS
2002-Nov
ND
ND
ND
ND
NS
NS
2003-May
ND
ND
ND
ND
NS
NS
2003-Nov
ND
ND
ND
ND
NS
NS
2004-May
ND
ND
ND
ND
NS
NS
2004-Nov
ND
ND
ND
ND
NS
NS
2005-May
ND
ND
ND
ND
NS
NS
2005-Nov
ND
ND
ND
ND
NS
NS
2006-May
ND
ND
ND
ND
NS
NS
2006-Nov
ND
ND
ND
ND
NS
NS
2007-May
ND
ND
ND
ND
NS
NS
2007-Jun
ND
ND
ND
ND
NS
NS
2007-Nov
Dry
Dry
Dry
Dry
NS
NS
2008-May
ND
ND
ND
ND
NS
NS
2008-Nov
ND
ND
ND
ND
NS
NS
2009-May
ND
ND
ND
ND
NS
NS
2009-Aug
NS
NS
NS
NS
NS
NS
2010-Jan
ND
ND
ND
ND
NS
NS
2010-May
ND
ND
ND
ND
NS
NS
2010-Nov
ND
ND
ND
ND
NS
NS
2011-May
ND
ND
ND
ND
ND
NS
2011-Nov
ND
ND
ND
ND
ND
NS
2012-May
ND
ND
ND
ND
ND
NS
2012-Nov
ND
ND
ND
ND
ND
NS
2013-May
ND
ND
ND
ND
ND
NS
2014-May
ND
0.27 U
0.25 U
0.63 U
0.39 U
NS
2014-Nov
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2015-May
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2015-Nov
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2016-May
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2016-Nov
0.24 U
0.27 U
0.25 U
0.63 U
0.7
NS
2017-May
0.24U
0.27 U
0.25 U
0.63U
0.39U
NS
2017-Dec
Dry
Dry
Dry
Dry
Dry
NS
2018-Jun
Dry
Dry
Dry
Dry
Dry
NS
2018-Dec
0.24 U
0.02 U
0.25 U
0.12 U
0.39 U
2.71 U
2019-Jun
0.24 U
0.02 U
0.25 U
0.12 U
0.73 J
2.71 U
46 of 53

Appendix B
SW-2 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
Date Sampled
SW Standard
2001-May
Antimony
ND
Arsenic
ND
Barium
ND
Beryllium
ND
Cadmium
AL
ND
CobaltCopper
ND
Total
ND
ND
ND
ND
ND
E
ND
ND
ND
ND
2001-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2002-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2002-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2003-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2003-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2004-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2004-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2005-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2005-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2006-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2006-Nov
ND
ND
ND
ND
2
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2007-May
0.05 U
0.47 U
0.04 U
0.08 U
0.06 U
0.41 U
0.24 U
0.2 U
0.07 U
0.66 U
0.35 U
0.52 U
0.07 U
ND
0.2 U
2007-Nov
0.05 U
2.0 J
126
0.06 U
0.11
0.8 J
1.5 J
1.9
1.6
2.9 J
2.2 J
0.04 U
0.04 U
2.0 J
24
2008-May
0.44U
1.11
71.2J
0.11
0.11
0.8J
1.11
0.8
0.7
1.4J
0.91
0.04U
0.04U
1.4J
7.8J
2008-Nov
0.6J
5.3J
268
0.4J
0.3J
1.91
5.0J
5.6
14
4.2J
3.0J
0.11
0.11
9.2J
96
2009-May
0.06 J
1.4 J
61.6 J
0.06 U
0.04 U
0.4 J
0.5 J
1.5
0.5
0.2 J
0.12 U
0.11
0.03 U
2.3 J
4.8 J
2009-Aug
NS
NS
NS
NS
NS
NS
NS
0.8 J
NS
NS
NS
NS
NS
NS
NS
2010-Jan
0.11
0.3J
71.3J
0.06U
1.2
0.3J
0.7J
0.4J
0.3J
0.91
0.12U
0.11
0.11
0.8J
8.1J
2010-May
0.22U
1.3J
79.4J
0.11
0.11
0.6J
0.91
0.11
0.5J
1.2J
0.7J
0.11
0.05U
1.5J
5.3J
2010-Nov
0.22U
1.11
59.1J
0.11
0.11
0.5J
0.5J
0.94J
0.11
1.6J
0.6J
0.03U
0.05U
1.11
6.8J
2011-May
0.2 J
0.82 J
71.6 J
0.06 J
0.111
1.5 J
0.58 J
0.46 J
0.5 J
1.8 J
0.22 J
0.02 U
0.02 U
0.86 J
12
2011-Nov
0.14U
2.5J
69.4J
0.06J
0.02J
0.75J
1.2J
1.2J
0.79J
0.991
0.29J
0.02U
0.02U
3.4J
8.2J
2012-May
0.091
2.0J
84.8J
0.07U
0.03U
0.79J
1.4J
0.36J
2.1J
2.9J
0.57J
0.1U
0.07U
2.5J
18
2012-Nov
0.02 U
0.68 J
49.1 J
0.07 U
0.03 J
0.31 J
0.545 J
1.4 J
0.43 J
0.46 J
0.30 J
0.1 U
0.07 U
0.83 J
6.5 J
2013-May
0.04J
0.81J
64.6J
0.07J
0.05J
0.52J
1.6J
0.46J
1.2J
0.65J
0.38J
0.03U
0.02U
1.5J
5.2J
2014-May
0.02 U
1.4 J
72.9 J
0.04 J
US U
0.88 J
0.95 J
0.37 J
0.39 J
0.89 J
0.06 U
0.03 U
0.02 U
0.48 J
2.3 J
2014-Nov
0.12U
0.47J
57.7J
0.04U
0.04J
0.34J
0.81J
0.62J
0.21J
1.4J
0.16U
0.04U
0.13U
0.06U
2.0J
2015-May
0.18J
0.56J
59.7J
0.05J
0.02J
0.32J
1.11
0.87J
0.53J
0.70J
0.29J
0.01U
0.02J
0.94J
3.0J
2015-Nov
0.09 J
0.55 J
44.7 J
0.03 J
0.04 J
0.20 J
0.43 J
0.52 J
0.46 J
0.74 J
0.22 U
0.01 U
0.02 U
0.84 J
4.8 J
2016-May
0.09 J
0.89 J
51.8 J
0.04 U
US U
0.28 J
0.80 J
0.34 J
0.62 J
0.86 J
0.54 U
0.06 U
0.06 J
0.70 J
2.4 J
2016-Nov
US U
0.96 J
65.8 J
0.04 U
US U
0.32 J
1.0 J
0.56 J
0.40 J
1.0 J
0.76 J
0.06 U
US U
0.54 J
2.9 J
2017-May
0.06 U
1.5 J
77.5 J
0.07 U
0.08 U
0.35 J
0.46 J
0.56 J
0.42 J
1.2 J
0.89 J
0.20 U
0.08 U
0.71 J
1.8 J
2017-Dec
0.06 U
0.54 J
54.4 J
0.07 U
0.08 U
0.24 J
0.64 J
0.43 J
0.33 J
0.6 J
0.86 J
0.20U
0.08 U
1.3 J
2.1 J
2018-Jun
0.07 J
1.3 J
58.3
0.05 J
0.02 U
0.3 J
0.15 U
0.58 J
0.81 J
0.73 J
0.6 J
0.05 U
0.05 U
1.4
1.6 J
2018-Dec
0.04 J
0.68 J
53.8
0.05 U
0.02 U
0.19 J
0.53 J
0.26 J
0.21 J
0.65 J
0.15 U
0.05 U
0.05 U
0.111
1.7 J
2019-Jun
0.05 J
0.95 J
78.2
0.08 J
0.02 J
0.74 J
0.33 J
0.62 J
0.63 J
0.88 J
0.45 J
0.05 U
0.05 U
0.92 J
5 J
47 of 53

Appendix B
SW-2 Selected VOCs
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
12001-May
GWPS
ND
ND
ND
ND
NS
NS
2001-Nov
ND
ND
ND
ND
NS
NS
2002-May
ND
ND
ND
ND
NS
NS
2002-Nov
ND
ND
ND
ND
NS
NS
2003-May
ND
ND
ND
ND
NS
NS
2003-Nov
ND
ND
ND
ND
NS
NS
2004-May
ND
ND
ND
ND
NS
NS
2004-Nov
ND
ND
ND
ND
NS
NS
2005-May
ND
ND
ND
ND
NS
NS
2005-Nov
ND
ND
ND
ND
NS
NS
2006-May
ND
ND
ND
ND
NS
NS
2006-Nov
ND
ND
ND
ND
NS
NS
2007-May
ND
ND
ND
ND
NS
NS
2007-Jun
ND
ND
ND
ND
NS
NS
2007-Nov
ND
ND
ND
ND
NS
NS
2008-May
ND
ND
ND
ND
NS
NS
2008-Nov
ND
ND
ND
ND
NS
NS
2009-May
ND
ND
ND
ND
NS
NS
2009-Aug
NS
ND
NS
NS
NS
NS
2010-Jan
ND
ND
ND
ND
NS
NS
2010-May
ND
ND
ND
ND
NS
NS
2010-Nov
ND
ND
ND
ND
NS
NS
2011-May
ND
ND
ND
ND
ND
NS
2011-Nov
ND
ND
ND
ND
ND
NS
2012-May
ND
ND
ND
ND
ND
NS
2012-Nov
ND
ND
ND
ND
ND
NS
2013-May
ND
ND
ND
ND
ND
NS
2014-May
ND
0.27 U
0.25 U
0.63 U
0.39 U
NS
2014-Nov
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2015-May
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2015-Nov
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2016-May
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2016-Nov
0.24 U
0.27 U
0.25 U
0.63 U
0.9
NS
2017-May
0.24U
0.27 U
0.25 U
0.63U
1.2
NS
2017-Dec
0.24U
0.21 U
0.25 U
0.63 U
0.39 U
NS
2018-Jun
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2018-Dec
0.24 U
0.02 U
0.25 U
0.12 U
0.39 U
2.71 U
2019-Jun
0.24U
0.02U
0.25U
0.12U
1.1
2.71U
48 of 53

Appendix B
SW-3 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
Date Sampled
S
2001-May
Antimony
NS
Arsenic
L
NS
Barium
NS
Beryllium
NS
Cadmium
AL
NS
CobaltCopper
NS
Total
NS
NS
NS
NS
NS
E
0
NS
NS
NS
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2003-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2003-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2004-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2004-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2005-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2005-Nov
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2006-May
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2006-Nov
ND
ND
ND
ND
1
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
2007-May
0.05 U
0.47 U
0.04 U
0.08 U
1
0.41 U
0.24 U
0.2 U
0.07 U
0.66 U
0.35 U
0.52 U
0.07 U
ND
15
2007-Nov
0.05U
0.5J
571
0.11
0.2J
0.7J
0.24U
1.6
0.2
0.7J
0.14U
0.04U
0.04U
0.7J
71
2008-May
0.44U
0.11
63J
0.11
0.11
1.01
0.4J
0.6
0.3
0.8J
0.2J
0.11
0.04U
0.8J
19
2008-Nov
0.11
0.91
75.1J
0.11
0.04U
5.1J
0.3J
1.1
0.9
1.3J
0.3J
0.11
ND
1.2J
36
2009-May
0.06 J
0.8 J
78.7 J
0.11
0.04 U
1.3 J
0.5 J
0.4
0.2
0.4 J
0.12 U
0.04 U
0.03 U
1.9 J
18
2009-Aug
NS
NS
NS
NS
NS
NS
NS
0.8 J
NS
NS
NS
NS
NS
NS
NS
2010-Jan
0.6J
0.17U
76.1J
0.2J
0.3J
1.2J
0.4J
0.3J
0.6J
0.8J
0.12U
0.2J
0.11
0.91
14
2010-May
0.22U
0.4J
69.2J
0.11
0.11
0.6J
0.4J
0.11
0.6J
0.8J
0.32U
0.03U
US
1.4J
11
2010-Nov
0.22 U
0.6 J
75.5 J
0.11
0.11
1.01
0.2 J
1.11
0.5 J
0.8 J
0.32 U
0.03 U
0.05 U
0.9 J
17
2011-May
0.14 U
1.1 J
77.8 J
0.02 U
0.29 J
0.42 J
0.99 J
0.30 J
0.28 J
1.11
0.64 J
0.04 J
0.02 U
0.93 J
5.8 J
2011-Nov
0.14U
0.991
73.3J
0.091
0.14J
1.3J
0.63J
0.34J
1.11
0.76J
0.21J
0.02U
0.12J
1.11
16
2012-May
0.05 J
1.01
60.8 J
0.07 U
0.03 U
0.76 J
0.38 J
0.58 J
0.46 J
5.0 J
0.17 U
0.1 U
0.07 U
1.01
6.0 J
2012-Nov
0.02U
0.50J
74.1J
0.07U
0.04J
0.89J
0.18J
1.11
0.111
0.78J
0.26J
0.1U
0.07U
0.67J
8.2J
2013-May
0.03J
0.35J
30.3J
0.111
0.08J
0.48J
1.6J
0.40J
3.0J
0.47J
0191
0.03U
0.06J
3.4J
6.8J
2014-May
0.02 U
0.26 J
37.9 J
0.04 J
US U
0.31 J
0.51 J
0.41 J
1.2 J
0.45 U
0.06 U
0.03 U
0.02 U
1.2 J
2.7 J
2014-Nov
0.46J
0.33J
46.6J
0.08J
0.04J
0.75J
0.14U
0.72J
0.78J
0.53J
0.16U
0.04U
0.13U
1.3J
5.7J
2015-May
0.06J
0.71J
54.2J
0.111
0.03J
0.48J
1.2J
0.72J
2.5J
0.60J
0.22U
0.01U
0.03J
2.5J
6.4J
2015-Nov
0.06J
0.52J
63.2J
0.13J
0.07J
0.74J
0.85J
0.64J
11
0.88J
0.22U
0.01U
0.04J
1.7J
9.4J
2016-May
0.05 U
0.88 J
75.1 J
0.10 J
US U
0.72 J
1.11
0.39 J
1.0 J
0.75 J
0.54 U
0.06 U
US U
1.7 J
5.2 J
2016-Nov
0.06 J
0.72 J
99.11
0.09 J
0.05 U
0.47 J
0.61 J
0.57 J
0.42 J
0.64 J
0.54 U
0.06 U
0.05 J
1.0 J
5.0 J
2017-May
0.06U
1.1 J
65.7 J
0.07U
0.08U
0.36 J
0.08U
0.57 J
0.56 J
1.11
ND
0.20 U
0.08U
0.95 J
2.6 J
2017-Dec
0.06 U
0.49 J
79.0 J
0.07U
0.08U
0.51 J
0.4 J
0.47 J
0.41 J
0.67 J
0.51 U
0.20U
0.08 U
1.3 J
4.6 J
2018-Jun
0.05J
1.7J
117
0.091
0.03J
0.65J
1.2J
0.66J
1.11
1.11
0.56J
0.05U
0.05U
1.8
5.2J
2018-Dec
0.05 J
0.44 J
77.5
0.05 J
0.02 J
0.32 J
0.37 J
0.46 J
0.32 J
0.79 J
0.15 U
0.05 U
0.05 U
0.57 J
3.6 J
2019-Jun
0.07J
1.91
121
0.12J
0.03J
1.7J
0.67J
0.96J
2.5J
1.6J
0.65J
0.05U
0.05U
2.4
8.2J
49 of 53

Appendix B
SW-3 Selected VOCs
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
12001-May
GWPS
70
nnq
NE
NS
NS
NS
NS
NS
NS
2001-Nov
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
2002-Nov
ND
ND
ND
ND
NS
NS
2003-May
ND
ND
ND
ND
NS
NS
2003-Nov
ND
ND
ND
ND
NS
NS
2004-May
ND
ND
ND
ND
NS
NS
2004-Nov
ND
ND
ND
ND
NS
NS
2005-May
ND
ND
ND
ND
NS
NS
2005-Nov
ND
ND
ND
ND
NS
NS
2006-May
ND
ND
ND
ND
NS
NS
2006-Nov
ND
ND
ND
ND
NS
NS
2007-May
ND
ND
ND
ND
NS
NS
2007-Jun
ND
ND
ND
ND
NS
NS
2007-Nov
ND
ND
ND
ND
NS
NS
2008-May
ND
ND
ND
ND
NS
NS
2008-Nov
ND
ND
1.6 J
ND
NS
NS
2009-May
ND
ND
ND
ND
NS
NS
2009-Aug
NS
NS
NS
NS
NS
NS
2010-Jan
ND
ND
ND
ND
NS
NS
2010-May
ND
ND
ND
ND
NS
NS
2010-Nov
ND
ND
ND
ND
NS
NS
2011-May
ND
ND
ND
ND
0.6
NS
2011-Nov
ND
ND
ND
ND
ND
NS
2012-May
ND
ND
ND
ND
ND
NS
2012-Nov
ND
ND
ND
ND
ND
NS
2013-May
ND
ND
ND
ND
ND
NS
2014-May
ND
0.27 U
0.25 U
0.63 U
0.39 U
NS
2014-Nov
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2015-May
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2015-Nov
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2016-May
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2016-Nov
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2017-May
0.24U
0.27 U
0.25 U
0.63U
0.39U
NS
2017-Dec
0.24U
0.21 U
0.25 U
0.63 U
0.39 U
NS
2018-Jun
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2018-Dec
0.24 U
0.02 U
0.25 U
0.12 U
0.39 U
2.71 U
2019-Jun
0.24U
0.02U
0.25U
0.12U
1.14
2.71U
50 of 53

Appendix B
SW-4 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
SW Standard
..Barium
640
10
Beryllium
Cadmium
CobaltA
Total
50
7
25
5
0.06
0.47
0
2001-May
ivy
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2001-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2010-Jan
0.2J
0.2J
70.9J
0.11
0.11
0.2J
0.3J
0.5J
0.3J
0.6J
0.12U
0.11
0.03U
0.6J
8.8J
2010-May
0.22U
0.6J
82.1J
0.11
0.11
0.5J
0.91
0.3J
1.6J
0.8J
0.32U
0.03U
0.05U
3.0J
3.0J
2010-Nov
0.22U
0.5J
94.2J
0.11
0.2J
0.7J
0.3J
1.5J
0.2J
0.8J
0.32U
0.03U
0.05U
0.91
3.9J
2011-May
0.29J
1.3J
137
0.57J
0.14J
1.6J
3.1J
0.02U
5.7J
1.5J
0.33J
0.02U
0.091
7.2J
9.4J
2011-Nov
0.14U
0.51J
81.2J
0.101
0.05J
0.86J
0.46J
0.42J
0.29J
0.55J
0.20U
0.02U
0.091
0.88J
2.4J
2012-May
0.04J
0.92J
74.3J
0.15J
0.03U
0.72J
1.001
1.2J
1.3J
6.1J
0.17U
0.1U
0.07U
3.0J
0.70J
2012-Nov
0.02U
0.82J
70.6J
0.12J
0.07J
1.7J
1.11
Dry
1.3J
1.11
0.17U
0.1U
0.07U
2.3J
11
2013-May
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
2014-May
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
2014-Nov
Dry
Dry
Dry
Dry
Dry
Dry
Dry
0.60 J
Dry
Dry
Dry
Dry
Dry
Dry
Dry
2015-May
0.04J
0.80J
78.3J
0.04J
0.03J
0.34J
0.95J
0.74J
0.84J
0.74J
0.22U
0.01U
0.04J
1.11
5.2J
2015-Nov
0.86 J
0.39 J
74.0 J
0.09 J
0.08 J
0.26 J
0.53 J
0.60 J
0.68 J
0.75 J
0.22 U
0.03 J
0.07 J
1.5 J
9.8 J
2016-May
0.05 U
0.66 U
76.1 J
0.04 U
0.05 U
0.18 J
0.71 J
Dry
0.60 J
0.78 J
0.54 U
0.06 U
0.05 U
0.53 J
6.3 J
2016-Nov
Dry
Dry
Dry
Dry
Dry
Dry
Dry
1.6 J
Dry
Dry
Dry
Dry
Dry
Dry
Dry
2017-May
0.06U
1.2 J
83.3 J
0.07 U
0.08U
0.47 J
3.1 J
1.6 J
4.3 J
1.4 J
ND
0.20 U
0.101
5.6 J
8.1 J
2017-Dec
0.07 J
0.14 J
83.0 J
0.07 U
0.08 U
0.24 U
0.08 J
0.68 J
0.24 J
0.94 J
0.51 U
0.20 U
0.08 U
1.11
10
2018-Jun
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
2018-Dec
0.04J
0.16J
74.1
0.111
0.04J
0.62J
0.6J
0.43J
0.38J
0.75J
0.15U
0.05U
0.07J
0.7J
4.5J
2019-Jun
0.08J
1.11
71.5
0.12J
0.02U
0.72J
0.36J
1.11
1.11
0.81J
0.38J
0.05U
0.05U
3.1
4.8J
51 of 53

Appendix B
SW-4 Selected VOCs
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
12001-May
GWPS
NS
NS
NS
NS
NS
NS
2001-Nov
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
2007-Jun
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
2009-Aug
NS
ND
NS
NS
NS
NS
2010-Jan
ND
ND
ND
ND
NS
NS
2010-May
ND
ND
ND
ND
NS
NS
2010-Nov
ND
ND
ND
ND
NS
NS
2011-May
ND
ND
ND
ND
ND
NS
2011-Nov
ND
ND
ND
ND
ND
NS
2012-May
ND
ND
ND
ND
ND
NS
2012-Nov
ND
ND
ND
ND
ND
NS
2013-May
Dry
Dry
Dry
Dry
Dry
NS
2014-May
Dry
Dry
Dry
Dry
Dry
NS
2014-Nov
Dry
Dry
Dry
Dry
Dry
NS
2015-May
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2015-Nov
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2016-May
0.24 U
0.27 U
0.25 U
0.63 U
0.39 U
NS
2016-Nov
Dry
Dry
Dry
Dry
Dry
NS
2017-May
0.24U
0.27 U
0.25 U
0.63U
0.39U
NS
2017-Dec
0.24U
0.21 U
0.25 U
0.63 U
0.39 U
NS
2018-Jun
Dry
Dry
Dry
Dry
Dry
NS
2018-Dec
0.24 U
0.02 U
0.25 U
0.12 U
0.39 U
2.71 U
2019-Jun
0.24U
0.02U
0.25U
0.12U
0.4J
2.71U
52 of 53

Appendix B
Notes
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
NOTES:
GWPS = Groundwater Protection Standard: NCAC Title 15A Subchapter 2L Groundwater Standards or
Interim Maximum Allowable Concentration (IMAC)
Surface Water Standard = North Carolina 15A NCAC 02B Water Quality Standards for Surface Waters, EPA Nationally
Recommended Water Quality Criteria for Aquatic Life & Human Life, or North Carolina Protective Values for Surface Water<
Bold font indicates concentration exceeds GWPS.
NS = Not Sampled
ND = Not Detected
NE = Not Established.
S.U. = Standard Units.
pS/cm = microsiemens per centimeter.
NTU = Nephelometric Turbidity Units.
J indicates the reported result is estimated between the laboratry method detection limit and reporting limit
U indicates analyte not detected at indicated method detection limit.
pg/L = micrograms per liter.
* indicates associates GWPS is an IMAC
53 of 53

Water Quality Monitoring Report
June 2019 Semiannual Sampling Event
Wood Project No. 6468-19-9035
Attachment C
Mann -Kendall Trend Analyses
wood.

TOOLKIT
for • - Analysis
Evaluation Date: 29-Aug-19 Job ID: 6480199035
Facility Name: C&D Landfill Constituent: Benzene
Conducted By: DH Concentration Units: N /L
Sampling Point ID:
MW-31S
I MW-3A I MW-8
I MW-10 I MW-11 MW-12S
1
1-Nov-15
1.7
1.7
0.24
0.24
2
1-Ma -16
1.3
0.24
0.9
0.5
1.4
3
1-Nov-16
1.2
0.8
1.5
0.6
1.9
4
1-May-17
2.8
2
1.2
0.4
1.7
5
1-Dec-17
1.7
2.7
0.6
0.24
1
2
6
1-Jun-18
1.2
0.5
0.3
0.24
0.9
1.4
7
1-Dec-18
1.3
1.69
0.48
1.57
0.48
1.48
8
1-Jun-19
0.89
1
1.17
2.26
1.89
2.52
9
10
11
12
13
14
15
16
17
18
19
20
Coefficient of Variation:
Mann -Kendall Statistic (S):
Confidence Factor:
Concentration Trend: Stable No Trend Stable No Trend Stable Prob. Increasing
10
M W-3S
t M W-3A
J M W-8
ai - MW-io
v -ix- M W-11
O1 MW-12S
i+
d
V
_
O
U
0.1
07115 011161F 08116 03117 09117 04118 10118 05119 12119
Sampling Date
Notes:
1. At least four independent sampling events per well are required for calculating the trend. Methodology is valid for 4 to 40 samples.
2. Confidence in Trend = Confidence (in percent) that constituent concentration is increasing (S>0) or decreasing (S<0): >95% = Increasing or Decreasing;
>_ 90% = Probably Increasing or Probably Decreasing; < 90% and S>0 = No Trend; < 90%, S<_0, and COV >_ 1 = No Trend; < 90% and COV < 1 = Stable.
3. Methodology based on "MAROS: A Decision Support System for Optimizing Monitoring Plans", J.J. Aziz, M. Ling, H.S. Rifai, C.J. Newell, and J.R. Gonzales,
Ground Water, 41(3):355-367, 2003.
4 MDL value used for ND concentrations.
DISCLAIMER: The GSI Mann -Kendall Toolkit is available "as is". Considerable care has been exercised in preparing this software product; however, no party, including without
limitation GSI Environmental Inc., makes any representation or warranty regarding the accuracy, correctness, or completeness of the information contained herein, and no such
party shall be liable for any direct, indirect, consequential, incidental or other damages resulting from the use of this product or the information contained herein. Information in
this publication is subject to change without notice. GSI Environmental Inc., disclaims any responsibility or obligation to update the information contained herein.
GSI Environmental Inc., www.gsi-net.com

TOOLKIT
for • • Analysis
Evaluation Date: 29-Aug-19
Job ID: 6480199035
Facility Name: C&D Landfill
Constituent: Vinyl Chloride
Conducted By: DH
Concentration Units: N IL
VINYL CHLORIDE
CONCENTRATION
/
(N9Mann-Kendall
Statistic (S):
Confidence Factor:
U)
Concentration Trend:
Wo Trend Stable