7407_Pitt_CandDLandfillInc_20200331_Dec2019GW_FID1395018

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WATER QUALITY MONITORING REPORT
DECEMBER 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
March 26, 2020

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March 26, 2020
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
December 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 December 2020 semiannual
monitoring event. The monitoring event was performed between December 11 and 16, 2019. This sampling event
included analyzing groundwater samples from each of the active wells for Appendix II constituents, selected
natural attenuation parameters, and 1,4-dioxane.
This report provides details of the field activities,
recommendations based on current and historical data
May 2020.
laboratory analyses, and presents conclusions and
The next semiannual monitoring event is scheduled for
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: Judson Whitehurst
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
Sheri Knox, PE, PMP
Associate Project Manager

i ENR USE ONLY ❑Paper Re9ort ❑Electronic Data - Email CD (data loaded: Yes / No Doc/Event #:
NC DENR I IEnvironmental Monitoring
Division of Waste Management - Solid Waste Reoortina 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:
919.389.9913
E-mail: sheri.knox(ilwoodDlc.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- December 11, 12, 16, 2019
CDLF Phases 1&2 Greenville, NC 27834
2001, 2009 .0500
Environmental Status: (Check all that apply)
Initial/Background Monitoring Detection Monitoring
OX Assessment Monitoring Corrective Action
Type 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 ❑
Other(specify)
X Surface water monitoring data
Notification attached?
No. No groundwater or surface water standards were exceeded.
X Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
El 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 Hriciga / Senior Geologist 919.381.9000
Facili resentAtive Name (Print) Title (Area Code) Telephone Nu
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)
Affix NC Lirseh 6� l�eci;
kjr.2 if
4f G15 _ �
..1
NR
Seal

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WATER QUALITY MONITORING REPORT
DECEMBER 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
March 26, 2020
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
Sheri Knox, PE, PMP
Associate Project Manager

Water Quality Monitoring Report wood.
December 2019 Semiannual Sampling Event
Wood Project No. 6480-19-9035
Table of Contents
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
5.7.7 Volatile Organic Compounds....................................................................
6
5. 7.2 Appendix 1 and 11 Metals...........................................................................
7
6.0 CONCLUSIONS.............................................................................................................8
TABLES
Table 1 — Groundwater Level and Flow Data — December 2019
Table 2 — Summary of Field Parameters — December 2019
Table 3 — Summary of Groundwater Analytical Data — VOCs, SVOCs, and other Contaminants — December 2019
Table 4 — Summary of Surface Water Analytical Data — December 2019
Table 5 — Summary of Groundwater Analytical Data, Metals, Inorganics, and other Constituents — December 2019
FIGURES
Figure 1 — Site Location Map
Figure 2 — Monitoring Well and Surface Water Sampling Location Map
Figure 3 — Groundwater Elevation Map — December 2019
Figure 4 — Groundwater and Surface Water Standard Exceedance Map — December 2019
APPENDICES
Appendix A — Laboratory Analytical Reports
Appendix B — Historical Analytical Data and Groundwater Elevations
Appendix C — Mann -Kendall Trend Analyses

Water Quality Monitoring Report
December 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
for the Site in October 2017. Based on the ACM, a permit modification application was submitted to the SWS on
December 6, 2019, indicating that the selected groundwater remedy for the Site was monitored natural attenuation
(MNA) supported by landfill capping upon closure. On March 9, 2020, the SWS approved the permit modification
request and selected groundwater remedies and indicated that a Corrective Action Plan (CAP) was due to be
submitted for the Site within 90 days.
This report presents the results of the second semiannual monitoring event for year 2019. 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 (213 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-1 S), 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-1 D, 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
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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.
2.0 GROUNDWATER AND SURFACE WATER MONITORING ACTIVITIES
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 December 11 and 16, 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 1), plus tetrahydrofuran.
Following the completion of baseline monitoring of MNA parameters in July 2019, Wood requested approval from
the SWS to modify the MNA parameter monitoring schedule in a letter dated October 30, 2019. The SWS approved
the request in a letter dated November 8, 2019. In accordance with the modification, MNA will be assessed on a
semi-annual basing using the following parameters:
• Temperature • Turbidity
• Dissolved Oxygen 0 Conductivity
• Oxidation/Reduction Potential 0 Sulfate
• Sulfide 0 Nitrate
• Alkalinity
Other MNA parameters as specified in SWS guidance will be collected on a three-year schedule.
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3.0 GROUNDWATER LEVELS AND FLOW
Depth to groundwater measurements were collected at 22 wells during the December 2019 monitoring event.
Relative to elevations measured in July 2019, elevations measured in December 2019 were higher in some areas of
the site and lower in others, typically within 1 to 1.5 feet of the previous measurements. The horizontal direction
of groundwater flow was generally to the south and locally away from the landfill phases, which is consistent with
historical observations. Groundwater elevation data is summarized in Table 1 and 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 0.001 feet per foot (ft/ft) upgradient of MW-12S to 0.007 ft/ft
upgradient of MW-3A; 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 and 0.01 ft/ft, respectively. 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 December 2019 monitoring event included benzene, 1,2-dibromoethane, 1,1,2,2-tetrachloroethane,
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-3S (1.81
pg/L), MW-3A (1.49 pg/L), MW-8 (1.13 pg/L), MW-10 (1.28 pg/L), MW-11 (2.56 pg/L), MW-12S (2.12 pg/L), and
MW-14S (1.47 pg/L).
Estimated J-flagged concentrations of 1,2-dibromoethane reported in the samples from MW-2S (0.07 J pg/L) and
MW-3S (0.05 J pg/L) exceeded the 0.02 pg/L 2L Groundwater Standard.
The 0.22 pg/L 1,1,2,2-tetrachloroethane concentration reported in the sample from MW-8 exceeded the 0.2 pg/L
2L Groundwater Standard.
Reported VC concentrations exceeded the 0.03 pg/L 2L Groundwater Standard in the samples from MW-10 (0.33
pg/L), MW-11 (0.57 pg/L), MW-12S (1.25 pg/L), and MW-14S (2.53 pg/L).
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Reported 1,4-dioxane concentrations exceeded the 3 pg/L 2L Groundwater Standard in the samples from MW-1S
(4.39 pg/L), MW-2S (129 pg/L), MW-3S (326 pg/L), MW-3A (257 pg/L ), MW-5 (31.7 pg/L), MW-6 (25.3 pg/L ), MW-
7 (8.51 pg/L ), MW-8 (218 pg/L ), MW-10 (10.5 pg/L), MW-11 (25.2 pg/L), and MW-12S (27.4 pg/L), MW-14S (3.71
pg/L), and MW-15 (3.69 pg/L).
Other VOCs that were reported in December 2019 at concentrations below their 2L Groundwater Standards
included:
• Acetone
• 1,2-Dichloroethane
• 1,2-Dichloropropane
• Toluene
• Cis-1,2-Dichloroethene
• 1,4-Dichlorobenzene
• Naphthalene
In addition to the VOCs noted above, tetrahydrofuran was reported in the samples from 12 wells at concentrations
ranging from 2.47 pg/L (MW-7) to 122 pg/L (MW-1 D). 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 concentrations of 1.13 pg/L in the sample from location SW-
1, below the 11 pg/L 2B Standard (Table 4). 1,4-Dioxane was reported in the sample from location SW-1 at
concentration of 4.14 pg/L, below the 80 pg/L North Carolina In -Stream Target Value for Surface Water (Fresh and
Salt).
Tetrahydrofuran was reported in the sample from location SW-1 at concentration of 4.22 pg/L and 0.93 J pg/L in
the sample from location SW-2. No other VOCs were reported in the surface water samples collected during the
December 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 December 2019 monitoring event (Table 3). Estimated
J-flagged concentrations of acenaphthene were reported in the samples from MW-2S (2.88 J pg/L), MW-2S (5.57 J
pg/L), and MW-3A (3.3 J pg/L). No other SVOC concentrations were reported in the groundwater samples collected
during the December 2019 monitoring event.
Pesticide concentrations were not reported in the groundwater samples collected during the December 2019
monitoring event.
4.3 Metals
Based on the laboratory analytical report, metals concentrations in groundwater samples that exceeded GWPSs
during the December 2019 monitoring event included arsenic, chromium, cobalt, iron, manganese, selenium,
thallium, and vanadium (Table 5). Concentrations that exceeded the GWPSs are summarized below.
• Arsenic concentrations reported in the samples from MW-2S (16 pg/L), MW-3S (22 pg/L), MW-3A (20
pg/L), MW-8 (28 pg/L), and MW-12S (29 pg/L) exceeded the 10 pg/L 2L Groundwater Standard.
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• Chromium concentrations reported in the samples from MW-3S (25 pg/L), MW-3A (15 pg/L), MW-5 (11
pg/L), MW-6 (12 pg/L), MW-7 (15 pg/L), MW-8 (23 pg/L), MW-10 (21 pg/L) and MW-12S (44 pg/L)
exceeded the 10 pg/L 2L Groundwater Standard.
• Cobalt concentrations reported in the samples from MW-2S (3.4 pg/L), MW-3S
(6 pg/L), MW-3A (7 pg/L), MW-5 (2 pg/L), MW-6 (4 pg/L), MW-7 (4 pg/L), MW-8 (4.1 pg/L), MW-10 (2.6
pg/L), MW-11 (2.4 pg/L), MW-12S (3.3 pg/L), and MW-14S (1.8 pg/L) exceeded the 1 pg/L IMAC.
• Iron concentrations reported in the samples from MW-1 S (505 pg/L), MW-1 D (2,541 pg/L), MW-2S (14,540
pg/L), MW-3S (11,990 pg/L), MW-3A (22,520 pg/L), MW-4 (866 pg/L), MW-5 (11,560 pg/L), MW-6 (16,360
pg/L), MW-7 (1,731 pg/L), MW-8 (23,240 pg/L), MW-9A (3,528 pg/L), MW-11 (327 pg/L), MW-12S (24,410
pg/L), MW-13 (577 pg/L), MW-14S (14,240 pg/L), MW-15 (21,100 pg/L ), MW-16 (51,400 pg/L), and MW-
17 (1,700 pg/L) exceeded the 300 pg/L 2L Groundwater Standard.
• Manganese concentrations reported in the samples from MW-1 D (159 pg/L), MW-2S (613 pg/L), MW-3S
(1,145 pg/L), MW-3A (695 pg/L), MW-4 (84 pg/L), MW-5 (251 pg/L), MW-6 (449 pg/L), MW-8 (713 pg/L),
MW-9A (250 pg/L), MW-10 (150 pg/L) MW-11 (418 pg/L), MW-12S (570 pg/L), MW-14S (1,664 pg/L), MW-
15 (187 pg/L ), MW-16 (340 pg/L), and MW-17 (116 pg/L) exceeded the 50 pg/L 2L Groundwater Standard.
• The selenium concentration reported in the sample from MW-3S (27 pg/L), exceeded the 20 pg/L 2L
Groundwater Standard.
• The thallium concentration reported in the sample from MW-14S (0.31 J pg/L), exceeded the 0.2 pg/L
IMAC.
• Vanadium concentrations reported in the samples from MW-1 S (5 pg/L), MW-1 D (0.7 J pg/L), MW-2D (0.39
J pg/L), MW-2S (4 pg/L), MW-3S (5 pg/L), MW-3A (4 pg/L), MW-4 (3 pg/L), MW-5 (5 pg/L), MW-6 (7 pg/L),
MW-7 (0.86 J pg/L), MW-8 (5 pg/L), MW-9A (1 pg/L), MW-10 (11 pg/L), MW-11 (3 pg/L), MW-12S (40
pg/L), MW-13 (1 pg/L), MW-14S (4 pg/L), MW-14D (0.5 J pg/L), MW-15 (15 pg/L ), MW-16 (11.2 pg/L), and
MW-17 (3.3 pg/L) exceeded the 0.3 pg/L IMAC.
In the surface water samples, the reported concentrations of arsenic (30 pg/L), cobalt (8.9 pg/L), copper (41 pg/L),
lead (46 pg/L), selenium (5.4 J pg/L) and zinc (202 pg/L) in the sample from location SW-1 exceeded the SWPSs of
13 pg/L, 4 pg/L, 7 pg/L, 25 pg/L, 5 pg/L, and 50 pg/L, respectively (Table 4). The surface water sample collected
from SW-1 was relatively turbid (335 nephelometric turbidity units [NTUs]; Table 2), which may have caused the
higher metals detections. No other reported metals concentrations exceeded the SWPSs in during the December
2019 monitoring event.
4.4 Inorganics and other Constituents
Inorganics and other groundwater constituents reported by the laboratory at concentrations that exceeded GWPSs
during the December 2019 monitoring event included Nitrate and sulfate. Concentrations that exceeded the
GWPSs are summarized below.
The nitrate concentration reported in the sample from MW-7S (43,300 pg/L) exceeded the 10,000 pg/L 2L
Groundwater Standard.
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• The sulfate concentration reported in the sample from MW-17 (268,000 pg/L) exceeded the 250,000 pg/L
2L Groundwater Standard.
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, MW-11 since December 2017. Benzene was first reported in a sample from MW-14S during
the current sampling event. 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 increasing at MW-12S, stable at MW-3S,
and that trends cannot be identified at MW-3A and MW-8 (i.e., similar to stable). Trends are also not evident at
MW-10 and MW-11 since benzene was first detected the wells; however, more data is necessary to determine if
these more recent detections represent a long-term increasing trend. The Mann -Kendall analysis documentation
is provided in Appendix C.
Field measurements reported during the December 2019 monitoring event suggest that groundwater conditions
at wells where benzene is reported are mostly anaerobic and not conducive to aerobic biodegradation of benzene;
however the absence of increasing concentration trends (with the 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 consistently reported in
samples from MW-10 since 2016 and MW-12S since 2012. Mann -Kendall trend analysis indicates that VC
concentrations since November 2015 are stable at MW-12S and a trend cannot be identified at MW-10. Since June
2019, VC concentrations exceeding the 2L Groundwater Standard have been reported in samples from MW-11 and
MW-14. Sporadic exceedances have also been reported in samples from MW-3A, MW-3S, MW-6, MW-7, and MW-
8. 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 may be the source of VC at the Site and
may be evidence of natural attenuation processes. The current absence of larger chlorinated ethenes in
groundwater samples 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 MW-13 and the wells on the northern side of Phase 2. The highest concentrations were reported in
samples from MW-3S (326 pg/L), MW-3A (257 pg/L) and MW-8 (218 pg/L) within the AOC. 1,4-dioxane was
commonly used as stabilizer for other VOCs, but the compound can be found in a variety of household products
Page 6 0

Water Quality Monitoring Report
December 2019 Semiannual Sampling Event
Wood Project No. 6480-19-9035
wood.
and materials. The December 2019 sampling event was third event in which samples were analyzed for 1,4-dioxane
and a minimum of four samples is necessary to estimate a trend using Mann -Kendall.
1,4-Dioxane was reported in a surface water sample (SW-1) for the first time during the December 2019 sampling
event, at a concertation below the 80 pg/L North Carolina In -Stream Target Value for Surface Water (Fresh and
Salt).
5.1.2 Appendix I and It 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-2S, MW-3S, MW-3A, MW-5, MW-6, MW-7, MW-8, and MW-12S. Currently, samples from
MW-2S, MW-3S, MW-3A, MW-8, and MW-12S were reported to contain arsenic concentrations above the 2L
Groundwater 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, concentrations above the 2L Groundwater
Standard were not reported in samples from any well.
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-3A, MW-5, MW-7, MW-8, MW-10, and MW-12S have
exceeded the 2L Groundwater Standard. Currently, samples from MW-3S, MW-3A, MW-5, MW-6, MW-7, MW-8,
MW-10, and MW-12S were reported to contain chromium concentrations above the 2L Groundwater 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, MW-11, MW-12S and MW-14 were reported to contain
cobalt concentrations above the 2L Groundwater Standard.
Selenium has been reported in samples from each Site monitoring well and surface water sampling location,
including those monitoring background conditions. The selenium concentration reported in the sample from MW-
3S in December 2019 was the first reported selenium concentration to exceed the 2L Groundwater Standard.
Thallium has been reported in samples from each Site monitoring well and surface water sampling location,
including those monitoring background conditions. Reported concentrations have been detected as "J" values
indicating estimated values and appear to fluctuate over time and occasionally exceed the low 0.2 pg/L IMAC;
however, detections are less frequent in the deep wells.
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Water Quality Monitoring Report
December 2019 Semiannual Sampling Event
Wood Project No. 6480-19-9035
wood.
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 VOCs 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. Benzene
concentrations at MW-12S are statistically increasing but remain within an order of magnitude of the 2L
Groundwater Standard. Benzene has been detected relatively recently at MW-10 and MW-11; however, the
concentrations have not demonstrated increasing trends since first detected. 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 concentrations in groundwater did not exceed the GWPS in
December 2019. SVOC concentration trends will continue to be monitored.
Concentrations of pesticides are reported sporadically in samples from shallow monitoring wells, but the
concentrations do not typically exceed GWPSs. Pesticides were not reported in groundwater samples in December
2019. The trends for 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.
Page 8

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

Table 1
Groundwater Level and Flow Data - December 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
Well ID
MW-1S
(Well #1)
TOC
(feet MSQ
20.91
DepthElevation Well
(feet BGS)
13
Screjene
(feet BGS)
3 -13
Depth
(feet TOC)
8.18
(feet MSQ
12.73
MW-25
(Well #2)
21.44
13
3 -13
11.35
10.09
MW-35
(Well #3)
23.02
18
8-18
12.74
10.28
MW-3A
21.93
20
5-20
11.65
10.28
MW-4
18.42
13
3 -13
9.78
8.64
MW-5
17.90
18
3 - 18
6.70
11.20
MW-6
20.03
13
3 -13
9.73
10.30
MW-7
19.40
13
3 -13
8.51
10.89
MW-8
21.21
18
3 - 18
9.85
11.36
MW-9A
20.58
20
5-20
5.96
14.62
MW-10
16.61
20
5-20
3.82
12.79
MW-11
14.49
20
5-20
3.62
10.87
MW-12S
16.18
20
5-20
5.26
10.92
MW-13
20.69
20
5-20
9.75
10.94
MW-14S
16.60
20
15 - 20
5.51
11.09
MW-15
19.67
20
15 - 20
6.33
13.34
MW-16
NA
20
NA
5.90
NA
MW-17
20.74
20
15 - 20
7.15
13.59
MW-14D
17.45
40
35 - 40
6.10
11.35
MW-1 D
21.14
50
40 - 50
8.86
12.28
MW-21D
21.80
49
39 - 49
12.67
9.13
MW-31D
22.83
50
40 - 50
12.90
9.93
Water
Level Reference Vertical Horizontal
Elevation Elevation Change Change K
Well ID (feet MSQ (feet MSQ (feet) (feet) (feet/day) (feet/foot)
I
v
(feet/day)
MW-3A 10.28 11 0.72 101 0.805 0.08
0.007
0.0717
MW-10 12.79 13 0.21 53
0.116 0.05
0.004
0.0092
MW-11 10.87 11 0.13 85
0.009 0.04
0.002
0.0003
MW-12S 10.92 11 0.08 60
0.322 0.06
0.001
0.0072
Notes:
Depth To Water was measured between December 11 and 16, 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 1 of 1

Table 2
Summary of Field Parameters - December 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
Well or Surface
Water Location
ID -AM
Conductivity at
Field Parameter
Temperature Turbidity
(*C) (NTU)
NE NE
ORP (mV)
NE
Dissolved
ff(PX Ygm
GWPS
6.5 - 8.5
NE
NE
MW-is
6.0
613
13
2.80
141
1,740
MW-2S
6.8
2,790
16
5.98
110
480
MW-3S
6.9
3,477
18
6.87
111
980
MW-3A
6.8
2,679
16
6.66
101
1,790
MW-4
6.6
405
14
2.48
81
400
MW-5
6.7
1,151
10
46.2
129
540
M W-6
6.8
2,670
15
1.93
121
1,770
MW-7
7.0
2,076
15
5.02
126
540
MW-8
6.7
4,238
17
1.99
145
1,900
MW-9A
7.1
653
14
7.24
55
990
MW-10
6.6
2,526
14
7.82
119
2,240
MW-11
6.7
1,743
11
7.55
87
290
MW-12S
6.7
3,956
14
1.74
123
1,060
MW-13
6.4
609
17
6.88
49
400
MW-14S
6.5
2,008
18
8.24
93
810
MW-15
5.8
669
19
4.63
54
780
MW-16
6.1
1,155
17
7.79
97
1,260
MW-17
5.7
555
16
6.60
112
950
MW-14D
7.6
521
20
1.07
66
530
MW-lD
6.5
400
15
7.51
115
330
MW-2D
8.0
423
16
2.64
62
720
MW-3D
7.7
527
17
1.14
121
2,570
SWPS
6-9
NE
NE
50
NE
NE
SW-1
6.9
943
10
335
NS
NS
SW-2
6.6
184
5
440
NS
NS
SW-3
6.0
385
7
22.8
NS
NS
SW-4
6.8
156
10
14.1
NS
NS
NOTES:
Groundwater samples were collected on December 11, 12, and 16, 2019.
GWPS = Groundwater Protection Standard: NCAC Title 15A Subchapter 2L Groundwater Standards or
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 beyond range of GWPS or SWPS.
NE = Not Established.
S.U. = Standard Units.
NS/cm = microsiemens per centimeter.
NTU = Nephelometric Turbidity Units.
Page 1 of 1

Table 3
Summary of Groundwater Analytical Data
VOCs, SVOCs, and other Contaminants - December 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
Analyte Group
Acetone
6,000
9.06 U
11.30 J 9.06 U
11.20 J
Phase 1 Monitoring Wells
9.06 U 9.06 U 9.48 J 9.06 U
17.40 J
9.06 U
9.06 U
9.06 U
Benzene
1
0.24 U
0.44 J
1.81
1.49
0.24 U
0.24 U
0.24 U
0.24 U
1.13
0.24 U
0.24 U
0.24 U
1,2-Dichloroethane
0.4
0.02 U
0.02 U
0.02 U
0.02 U
0.02 U
0.02 U
0.02 U
0.02 U
0.02 U
0.02 U
0.02 U
0.02 U
1,2-Dibromoethane
0.02
0.03 U
0.07 J
0.05 J
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 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
1,2-Dichloropropane
0.6
0.04 U
0.04 U
0.04 J
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
VOCs
(Ng/L)
Naphthalene
6
0.47 U
4.14 J
0.47 U
0.47 U
0.47 U
0.47 U
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
0.23 U
0.23 U
0.23 U
0.23 U
0.23 U
0.24 J
0.23 U
0.23 U
1,1,2,2-Tetrachloroethane
0.2
0.03 U
0.12 J
0.13 J
0.19 J
0.03 U
0.03 U
0.03 U
0.03 U
0.22
0.03 U
0.03 U
0.03 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
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
0.39 U
27.90
23.10
20.50
0.39 U
2.48
14.70
2.47
32.90
122.00
0.39 U
0.39 U
1,4-Dioxane
3
4.39
129.00
326.00
257.00
2.71 U
31.70
25.30
8.51
218.00
1 2.71 U
2.71 U
2.71 U
SVOCs (Ng/L)
lAcenaphthene
80
1 2.66 U
1 2.88 J
1 5.57 J
1 3.30 J
1 2.66 U
1
1 2.66 U
1 2.66 U
2.66 U
1 2.66 U
2.66 U
2.66 U
Page 1 of 3

Table 3
Summary of Groundwater Analytical Data
VOCs, SVOCs, and other Contaminants - December 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
Analyte Group
VOCs
(Ng/L)
Parameter
Acetone
IL
owl
GWPS
6,000
it
.,
9.06 U
9.06 U
12.30 J
Phase 2 Monitoring
12.70 J 9.06 U
Wells
9.06 U 9.06 U
W
9.06 U
9.06 U
,,
9.06 U
Benzene
1
0.24 U
1.28
2.56
2.12
0.24 U
1.47
0.24 U
0.24 U
0.24 U
0.24 U
1,2-Dichloroethane
0.4
0.02 U
0.21
0.27
0.15 J
0.02 U
0.111
0.02 U
0.02 U
0.02 U
0.02 U
1,2-Dibromoethane
0.02
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
Cis-1,2-Dichloroethene
70
0.25 U
0.25 U
0.52 J
0.34 J
0.25 U
0.46 J
0.25 U
0.25 U
0.25 U
0.25 U
1,2-Dichloropropane
0.6
0.04 U
0.08 J
0.15 J
0.08 J
0.04 U
0.05 J
0.04 U
0.04 U
0.04 U
0.04 U
Naphthalene
6
0.47 U
0.60 J
0.47 U
1.56 J
0.47 U
0.47 U
0.47 U
0.47 U
0.47 U
0.47 U
Toluene
600
0.23 U
0.37 J
0.26 J
0.50 J
0.23 U
0.23 U
0.23 U
0.23 U
0.23 U
0.23 U
1,1,2,2-Tetrachloroethane
0.2
0.03 U
0.03 U
0.04 J
0.07 J
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
1,4-Dichlorobenzene
6
0.39 U
0.39 U
0.39 U
0.50 J
0.39 U
0.39 U
0.39 U
0.39 U
0.39 U
0.39 U
Vinyl chloride
0.03
0.12 U
0.33
0.57
1.25
0.12 U
2.53
0.12 U
0.12 U
0.12 U
0.12 U
Tetrahydrofuran
NE
0.39 U
31.20
43.80
40.10
0.39 U
10.50
0.39 U
0.39 U
0.39 U
0.39 U
1,4-Dioxane
3
2.71 U
10.50
25.20
27.40
2.71 U
3.71
3.69
2.71 U
2.71 U
2.71 U
SVOCs (Ng/L)
jAcenaphthene
80
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
2.66 U
3.24 J
2.66 U
Page 2 of 3

Table 3
Summary of Groundwater Analytical Data
VOCs, SVOCs, and other Contaminants - December 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 on December 11, 12, and 16, 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 associated GWPS is an IMAC
Page 3 of 3

Table 4
Summary of Surface Water Analytical Data - December 2019
Construction and Demolition Debris (C&D) Landfill (Permit #74-07), Pitt County, North Carolina
Metals
(pg/L)
Antimony
640
0.40 J
0.05 J
0.09 J
0.04 J
Arsenic
10
30
0.08 U
2.3 J
0.08 U
Barium
21,000
1,725
48.4
155
60.0
Beryllium
6.5
1
0.02 U
0.28 J
0.06 J
Cadmium
2
2
0.04 U
0.12 J
0.04 U
Cobalt
4
8.9
0.26 J
2.0
0.44 J
Chromium
50
18
0.12 U
0.12 U
0.12 U
Copper
7
41
6.1 J
8.4 J
4.8 J
Lead
25
46
0.30 J
7.2
0.64 J
Nickel
88
13.7
1.2 J
2.9 J
1.0 J
Selenium
5
5.4 J
0.54 J
0.99 J
0.26 J
Silver
0.06
0.22 U
0.22 U
0.22 U
0.22 U
Thallium
0.47
0.46 J
0.02 U
0.111
0.02 J
Vanadium
NE
84
0.9 J
11
2
Zinc
50
202
4.2 J
31
3.0 J
VOCs
(pg/L)
1,4-Dioxane
80
4.14
2.71 U
2.71 U
2.71 U
Toluene
11
1.13
0.23 U
0.23 U
0.23 U
Tetrahydrofuran
110,000
4.22
0.93 J
0.39 U
0.39 U
NOTES:
Table 4 lists detected compounds in the surface water. Please refer to Environment 1, Incorporated laboratory report for further details.
Surface samples were collected on December 12, 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 in Stream Target Values for Surface Water
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
December 2019
Analyte Group
Parameter
Antimony*
GWPS
1
MW-is
(Well #1)
0.03 U
MW-2S
(Well #2)
0.03 U
MW-3S
(Well #3)
0.03 U
MW-3A
0.03 U
MW-4
0.03 U
Phase 1 Monitoring
MW-5
0.03 U
Wells
MW-6
0.03 U
MW-7
0.03 U
MW-8
0.03 U
MW-1D
0.03 U
MW-2D
0.03 U
JMW-3D
0.03 U
Arsenic
10
0.08 U
16
22
20
0.08 U
3.2 J
10
2.8 J
28
0.08 U
0.08 U
0.08 U
Barium
700
43
331
650
299
72
119
535
234
475
25
13
8 J
Beryllium*
4
0.42 J
0.32 U
0.32 U
0.32 U
0.36 J
0.02 U
0.02 U
0.02 U
0.02 U
0.38 J
0.32 U
0.32 U
Cadmium
2
0.04U
0.04U
0.04U
0.04U
0.04U
0.04U
0.04U
0.04U
0.04U
0.04U
0.04U
0.04U
Chromium
10
3 J
5.7
25
15
3 J
11
12
15
23
1.3 J
4 J
1.05 U
Cobalt*
1
0.32 U
3.4
6
7
0.82 J
2
4
4
4.1
0.76 J
1
1
Copper
1,000
1.47 U
7.8 J
4 J
2 J
1.47 U
2 J
1.47 U
7 J
5 J
1.47 U
1.47 U
1.47 U
Iron
300
505
14,540
11,990
22,520
866
11,560
16,360
1,731
23,240
2,541
203
134
Metals
(pg/L)
Lead
15
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
0.03 U
Manganese
50
22
613
1,145
695
84
251
449
36
713
159
7 J
3 J
Mercury
1
0.05 U
0.05 U
0.05 U
0.05 U
0.05 U
0.05 J
0.05 J
0.05 J
0.05 U
0.06 J
0.06 J
0.05 U
Nickel
100
7.9J
0.32U
5J
51
3J
10
7J
8J
13.4
5J
5J
2J
Selenium
20
0.05 U
14
27
19
2.2 J
5.8 J
10
9.2 J
17
0.05 U
0.05 U
0.05 U
Silver
20
0.51 U
0.51 U
0.51 U
0.51 U
11
11
0.6 J
0.22 U
0.22 U
0.52 J
1.3 J
11
Thallium
0.2
0.02U
0.02U
0.02U
0.02U
0.02U
0.02U
0.02U
0.02U
0.02U
0.02U
0.02U
0.02U
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
5
4
5
4
3
5
7
0.86 J
5
0.7 J
0.39 J
0.2 U
Zinc
1,000
13
3.5J
31
3J
11
11
4J
51
5J
7J
8J
5J
Nitrate (as N)
10,000
100
210
2,660
9 U
9 U
90
1,000
44,300
50
60
290
260
Inorganics
Sulfide
NE
100 U
100 U
100 U
100 U
100 U
100 U
100 U
100 U
100 U
422 J
100 U
100 U
(pg/L)
ISulfate
1 250,000
1 143,000
1 183,000
1 125,000
1 86,300
1 5,200
1 105,000
1 5,200
1 50,600
1 123,000
1 5,000 U
1 18,500
1 5,000
Alkalinity (CaCO3)
NE
154,000
1 1,070,000
1 1,430,000
1 840,000
1 403,000
1 376,000
1 1,230,000
1 860,000
1 1,680,000
1 163,000
1 175,000
1 228,000
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
December 2019
Antimony*
1
0.05J
0.18J
0.36J
0.31J
Phase 2 Monitoring
0.111
Wells
0.18J
0.06J
0.18J
0.06J
0.22J
Arsenic
10
0.08 U
5.5
4.6 J
29
0.08 U
0.58 J
0.10 J
3.9 J
0.08 U
0.08 U
Barium
700
62
267
131
589
77
332
255
394
49.2
9 J
Beryllium*
4
0.02 U
0.02 J
0.04 J
0.02 U
0.02 U
0.02 J
0.12 J
0.05 J
0.04 J
0.02 U
Cadmium
2
0.04 U
0.05 J
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
0.04 U
0.06 J
Chromium
10
0.12U
21
0.12U
44
0.12U
1.11
0.12U
5
1.2J
0.12U
Cobalt*
1
0.51J
2.6
2.4
3.3
0.49J
1.8
0.71J
0.9J
0.8J
0.14J
Copper
1,000
2 J
5 J
2 J
3 J
1.47 U
2 J
1.47 U
2.0 J
5.0 J
2 J
Iron
300
3,528
327
24,410
1,710
577
14,240
21,100
51,400
1,700
221
Metals
(Ng/L)
Lead
15
0.06 J
0.05 J
0.05 J
0.03 U
0.16 J
0.22 J
0.32 J
0.08 J
0.12 J
0.06 J
Manganese
50
250
150
418
570
25
1,664
187
340
116
3 J
Mercury
1
0.05 U
0.05 J
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
5.2J
18.0
14.6
14.7
8.2J
14.2
3.0J
2.8J
2.6J
2.5J
Selenium
20
0.62J
7.4J
3.5J
16
1.4J
2.7J
4.1J
3.4J
0.65J
0.31J
Silver
20
0.22 U
0.22 U
0.22 U
0.22 U
0.22 U
0.22 U
0.22 U
0.22 U
0.22 U
0.22 U
Thallium
0.2
0.06 J
0.05 J
0.02 J
0.02 U
0.04 J
0.31 J
0.10 J
0.09 J
0.06 J
0.02 J
Tin
2,000
0.16 J
0.05 U
0.19 J
0.60 J
v.UD
0.16 J
0.10 J
0.05 U
0.05 U
0.20 J
Vanadium
0.3
1
11
3
40
1
4
15
11.2
3.3
0.5 J
Zinc
1,000
8J
6J
1.4J
8J
7J
3J
13
2.4J
1.8J
91
Nitrate (as N)
10,000
9 U
9 1,
9 U
9 U
1,110
9 U
9 U
9 U
9 U
250
Inorganics
Sulfide
NE
100 U
849 J
100 U
100 U
592 J
100 U
100 U
100 U
226 J
100 U
(pg/L)
Sulfate
250,000
107,000
45,200
197,000
5,400
124,000
135,000
133,000
59,300
268,000
5,000 U
Alkalinity (CaCO3)
NE
198,000
1,090,000
828,000
1,580,000
190,000
1,140,000
130,000
240,000
51,000
205,000
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
December 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 on December 11, 12, and 16, 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

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

_
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Fr
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a
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ir
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0 2,000 - 4,000
Legend .* _ - �I : Feet
Site r
Copyright:.© 2013 National Geographic Society, i-cubed
SITE: TITLE: Figure
C8YD Landfill 9
802 RECYCLING LANE
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

MW-14S
MW-14D'
MW-13
' Phase 2
_
A �6e'
rip
r d'r"
*.,
MW-12S r
•� mw-u
I
1
FP �
MW-2S - MW-6
M
Legend SW
®Surface Water Sampling Location
• Shallow Monitoring Well
Deep Monitoring Well y
Approximate Stream Location , r ' ` Feet
Site Boundary Source Esri, Digi I'�I oEye, Earthstar Geographics, CNES/Airbus
AeroGRID, IGN, nd the GISa��ser Community
SITE: Figure
TITLE: FI
C&D Landfill 9
802 RECYCLING LANE
GREENVILLE, NC 27834 MONITORING WELL AND
SURFACE WATER SAMPLING LOCATION MAP
CLIENT: ^
wood* C8JD 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: 56548 142P t RTig\NC\NC DENR DSCA\DSCA Projects\DC640004 - CleanCleanDrycleaners\
565480142_PAR\Figures

SITE: Figure
TITLE: FI
C&D Landfill J
802 RECYCLING LANE GROUNDWATER ELEVATION MAP
GREENVILLE, NC 27834 - DECEMBER 2019
CLIENT: ^
wood* C&D LANDFILL INC. SCALE:
SCALE: 1 " = 200 ' DATE: 03/23/2020 PROJECT: 6480199035
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100 DRAWN BY: LAW CHECKED BY: D. Hriciga
Durham, NC 27703
[phone] LOCATION: P.\Government\State\NC\NC DENR DSCA\DSCA Projects\DC640004 - CleanCleanDrycleaners\
565480142_PAR\ Figure s

Metals concentrations in excess of standards are not illustrated.
Units are micrograms per liter (mg/L).
NE = No exceedances of applicable groundwater or surface water standards were reported.
NS = Not Sampled
J = Estimated value below the laboratory reporting limit
■
i
NE
014
MW-16
f'
1 rs� �
-b7 MW-9A
... NE
MW-15 .1
1,4-Dioxane 3.69
i
MW-14D
NE
MW-13;'
i N E
rl-
MW-14S
Benzene 1.47
Vinyl Chloride 2.53
1,4-Dioxane 3.71 Benzene 1.28
Vinyl Chloride 0.33
1,4-Dioxane 10.5 ,' ,
/ Phase 2
MW-12S
MW-11
Benzene 2.12
Benzene 2.56;
Vinyl Chloride 1.25 Vinyl Chloride 0.57
1,4-Dioxane 27.4 1,4-Dioxane 25.2 4A+'
` '..
SWW;'
r ' ,
wo
MW-3S MW-3D
1
Benzene 1.81
1,2-Dibromoethane 0.05 J NE
1,4-Dioxane 326
,i
MW-3A
Benzene 1.49 6
r 1,4-Dioxane 257
F te
Legend
® Surface Water Sampling Location
• Shallow Monitoring Well
Deep Monitoring Well
----- Approximate Stream Location
Site Boundary
Benzene 1.13
1,1,2,2-TCA 0.22
«- 1,4-Dioxane 218
Phase 1
NE
MW-6
1,4-Dioxane 25.3
4
MW-2S
1,2-Dibromoethane 0.07 J
1,4-Dioxane 129
f � '
&W-1 D
NE is
MW-1S
1,4-Dioxane 4.39
Ell
MW-4
LINE
SW-1
NE
200 400
Feet
us DS, IHSDA, USGS,
SITE: Figure
TITLE: FI
C&D Landfill J
802 RECYCLING LANE GREENVILLE, NC 27834 GROUNDWATER AND SURFACE WATER
STANDARD EXCEEDANCE MAP - DECEMBER 2019
CLIENT:
wood*
C&D LANDFILL INC. 4
SCALE: 1 " = 200 ' DATE: 03/23/2020 PROJECT: 6480199035
Wood Environment & Infrastructure Solutions, Inc.
4021 Stirrup Creek Drive, Suite 100 DRAWN BY: LAW CHECKED BY: D. Hriciga
Durham, NC 27703
[phone] LOCATION: 56548 142—PA \Fig NC\NC DENR DSCA\DSCA Projects\DC640004 - CleanCleanDrycleaners\
565480142_PAR\Figure s
SW-2
NE 0

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

Environment 1, Incorporated
GREENVILLE, N.C. 27858
JUDSON WHITEHVRST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM ,NC 27703
PAAAMBTHR9
NDL
PA (field m u e ent), Unite
Nitrate Nitrogen as N, mg/1
0.009
Alkalinity (to pH 4.5), mg CaCO3/1
1.0
Cyanide, ug/l
5.0
Sulfate, mg/1
5.0
Antimony, ug/1
0,03
Antimony, ug/1
0,03
Arsenic, ug/1
0108
Arsenic, ug/1
0.08
Barium, ug/l
0.32
Barium, ug/1
0,32
Beryllium, ug/1
0.02
Beryllicm, LLB/1
0,02
Cadmium, ug/1
0,04
Cadmium, ug/1
0,04
Cobalt, ug/l
0,02
Cobalt, ug/l
0.02
Total Chromium, ug/1
0,12
Total Chromium, ug/1
0.12
Copper, ug/l
1.47
Copper, ug/1
1,47
Iron, ug/1
12,08
Iron, ug/1
12.08
Manganese, ug/l
0,31
Manganese, ug/1
0.31
Lead, ug/1
0,03
Lead, ug/1
0.03
Mercury,.ug/l
0005
Nickel, ug/1
0,03
Nickel, ug/1
0003
Selenium, ug/1
0005
Selenium, ug/1
0.05
Silver, ug/1
0,22
Silver, ug/1
0,22
Thallium, ug/1
0.02
Thallium, ug/1
0,02
Tin, ug/1
0905
Tin, ug/1
0.05
Vanadium, ug/1
0.20
Vanadium, ug/1
0.20
zinc, ug/l
1,10
zinc, ug/l
1,10
MW-9 MW-5
MRL
as 6water IDI 30
PHONE [phone]
FAX [phone]
ID#: 6003
DATE COLLECTED: 12/12/19
DATE REPORTED : 02/21/20
REVIEWED BY: A
MN-6 MN-7 MW-k Analysis Method
6.6
6.7
6.8
7.0
Date Analyst
Code
J = Estimated value between the MUL and MRL, U Below ALL Quantltetion Limits.

Environment 1, InR
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
PAAANBTRRB
Sulfide, ug/l
Conductivity (at 2501 uNhos/cm
Dissolved Oxygen, mg/l
Temperature, °C
Static Water Level, feet
Well Depth, feet
DRP, m
Turbidity (Field), NTU
WaeteWater YDr lU
PHONE [phone]
FAX [phone]
ID#: 6003
DATE COLLECTED: 12/12/19
DATE REPORTED : 02/21/20
REVIEWED
BY: sype
MW-4
MW-5
MW-6
MW-7
MW-
Analysis
Method
MDL
MRL
Date Analyst
Code
100
1000
--- U
--- U
---
U --- U
--- U
12/16/19
LFJ
4500S2D-11
1.0
1.0
405
1151
2670
2076
4238
12/12/19
PJC
2510B-11
0.1
0.1
0.40
0.54
1,77
0.54
1.9D
12/12/19
PJC
450000-11
14
10
15
15
17
12/12/19
BF
2550E-10
9.79
6.70
9,73
8,51
9.55
12/12/19
BF
15.98
9.50
16,65
16.33
20,26
12/12/19
BF
+81
+129
+121
+126
+145
12/12/19
BF
2500B-11
1,0
1.0
2,48
46.2
1,93
5,02
1.99
12/12/19
BF
2130E-11
J = Estimated value between the MDL and Mitt, U = BelON ALL Quantitation Llmite.

Environment 1, Incorporated
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
wastewater
PHONE [phone]
PAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: HIC
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE EXTRACTED: 12/18/19
DATE REPORTED: 02/21/20
REVIEWED BY:
PESTICIDES AND PCB'S
L+T7:l17, Nf30.7A RU (t171
PARAMETERS, ug/1
Date Analyzed
MDL MHL
01/03/20
Mw-4
01/04/20
Mw-5
01/04/20
MW-6
01/04/20
MW-7
Ol/09/20
MW-8
1,
2.
3,
4.
5.
6,
7.
8.
9,
10,
11.
12,
13,
14,
15.
16.
17,
IS,
19.
20.
Aldrin
Alpha-HHC
Beta-BHC
Delta-HRC
Gamma-BHC (Lindane)
Chlordane
914-DDD
4,4-DDE
4r4-DDT
Dieldrin
Endosulfan I
Endosulfan II
Endosulfan Sulfate
Hndrin
Endrin Aldehyde
Heptachlor
Heptachlor Hpoxide
Methoxychlor
Pcb'a (Aroolore)
Toxaphene
0,029
0,032
0,031
0,030
0,032
0.320
0.051
0.049
0,052
0,042
0.056
0.046
0,072
0,053
0.068
0,039
0.042
0.530
0.500
0.690
0.050
0.050
0.050
0.050
0.050
0,500
0.300
0,100
0,100
0,075
0,100
0.300
0.100
0.100
0,100
0,050
0,075
1.000
2.000
1,500
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
U
U
u
U
U
U
U
u
U
U
U
U
U
U
U
U
U
U
U
U
---
---
"-
•--
---
---
---
---
---
---
---
---
---
---
---
---
---
---
--•
•--
U
U
U
u
V
U
U
U
U
U
U
U
U
U
U
U
U
U
V
V
---
---
'""
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
U
V
U
U
V
U
U
U
U
U
U
U
U
U
U
U
V
U
V
U
---
---
-
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
U
U
u
U
U
U
U
V
U
U
V
U
U
U
U
U
U
U
U
U
---
---
-
---
---
---
---
---
---
---
---
---
-
---
---
---
---
---
---
•--
U
U
❑
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
NOTE: EPAnIdETHODp8081E R2 (07): Final Continuing CRIi6ration verification exceeded control limit for Heptachlor. This analyte was not detected
in sJ npleHsetlmat�ed vaU ueee�etwean the MDL and MRL, U e Below ALL UuantltatSon LimiEe.

Environment 1, Incorporated
I OAKMON I DRIVE
GREENVILLE, N.C. 27858
Weetewater Tali IV
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: BIC
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE EXTRACTED: 12/17/19
DATE ANALYZED: 01/01/20
REVIEWED BY: 4eDATE REPORTED: 02/21/20
LANDFILL APPENDIX II
RVA MRTAOD 8151A R1(96)
MW-4
MW-5
MW-6
MW-7
MW-E
PARAMETERS. Ug/l
MDL
MRL
1,
2.4-D
0.36
2.000
---
u
---
0
---
u
•--
u
---
u
2.
DSnaeeb
0.54
1.000
---
U
---
U
---
D
--
u
"-
u
3.
2,9j5-TP
0,42
2,000
---
U
---
u
---
U
---
u
---
U
4,
2t9, 5-T
0.49
2.000
---
U
---
V
M.
II
--
u
U
J = Eetlmated value between the MDL and MRL, U = HelON ALL Vuantitation Limits.

Environment 1, Incorporated
GREENVILLE, NI 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR, STE 100
DURHAM, NC 27703
REVIEWED BY:
PHONE [phone]
FAX [phone]
CLIENT ID: 6003
ANALYST:
JAP
DATE
COLLECTED:
12/12/19
DATE
EXTRACTED:
12/16/19
DATE
ANALYZED:
01/23/20
DATE
REPORTED:
02/21/20
SEMI -VOLATILE ORGANICS
7Vh MRTRnn R97()R R6 (181
Page: 1
PARAMETERS, ug/1
MDL
MRL
MW-4
MW-5
MW-6
MW-7
MW-8
1.
Acenaphthene
2,66
10,000
---
U
---
U
---
U
---
U
•--
U
2.
Acenaphthylens
2.60
10,000
---
U
---
U
---
U
---
U
---
U
3,
Anthracene
2,97
10,000
---
U
---
U
---
U
---
V
---
U
4,
Benzo[alantrhacene
4.16
10.000
---
U
---
U
---
U
---
U
---
U
5,
Benzo[blfluoranthene
3,32
10,000
---
U
---
U
---
V
---
U
---
U
6,
Benzo[klflucranthens
4.23
10,000
---
U
---
U
---
u
---
U
---
U
7,
Benao[g,h,i)perylene
2,61
30,0o0
---
U
---
U
---
V
---
U
---
U
8,
Benzo[alpyrens
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
5478
10.000
---
U
---
U
---
V
---
V
---
U
11,
Bis(2-Chloroethoxy) Methane
3,14
10,000
---
U
---
U
---
U
---
U
---
U
12.
Bis(2-Chloroethyl) Ether
2,59
10,000
---
U
---
U
---
U
---
U
---
U
13,
Bis(2-Chloro-l-methylethyl) Ether
2458
10,000
---
U
---
U
---
U
---
U
---
U
14.
2-Chloronaphthalens
2,17
10.4000
---
U
---
U
---
u
---
U
---
U
15,
4-Chlorophenyl Phenyl Ether
2442
10,000
---
U
---
V
---
U
---
V
---
U
16.
Chry eene
4.09
10.000
---
U
---
U
---
U
---
U
---
U
17,
USbenzo(a,hlanthracens
2,78
10,000
---
U
---
U
---
U
---
U
•--
U
18,
Di-N-Butyl Phthalate
3009
104000
---
U
---
U
---
U
---
U
---
ll
19.
Dimethyl Phthalate
3.78
10,000
---
U
---
U
---
U
---
U
---
U
20,
Diethyl Phthalate
3,92
10,000
---
U
---
U
---
U
---
U
---
V
21,
2,4-DinitrotolUene
3.95
100000
---
U
---
U
---
U
---
U
---
U
22,
2,6-Dinitrotoluene
3,98
10.D00
---
U
---
u
---
U
---
U
---
U
23,
Di-N-Octyl Phthalate
2,81
10.000
---
U
---
U
---
U
---
U
---
U
24.
Bie-(2-Ethylhexyl) Phthalate
9497
15,000
---
U
---
V
---
U
---
U
---
U
25,
Fluaranthene
3492
10.000
---
U
---
❑
---
U
---
U
---
V
26,
Fluorene
2,95
104000
---
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[l,2,3-Cd1pyrena
2,91
10,000
---
U
---
U
---
U
---
U
---
U
30.
Isophorone
3,74
104000
---
V
---
U
---
V
---
U
---
U
2,85
104000
---
U
---
U
---
U
---
U
---
U
31,
Nitrobenzene
32,
N-Nitroeodimethylamine
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
4106
10,000
---
U
---
U
---
U
---
V
---
U
3,24
10,000
---
u
---
U
---
U
---
U
'--
U
35,
Phenanthrene
36,
Pyrene
3,63
104000
---
U
---
U
---
U
---
U
---
U
37.
4-Chloro-3-Methylphanol
3.79
20.000
---
U
---
U
---
U
---
U
-'-
U
38.
2-Chlorophen0l
2.75
10,000
---
U
---
U
---
U
---
U
---
u
39,
0-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
10,000
---
U
---
u
---
U
---
U
---
U
42.
2,6-Dichlorophenol
4.89
10,000
---
U
---
U
---
U
---
U
--•
U
43.
2,4-Dlmethylphenol
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-Dlnitrophenol
4,37
501000
---
U
---
u
---
U
---
U
---
U
46,
Ethyl Methaneeulfonate
5,26
20,000
---
V
---
U
---
U
---
U
---
U
47,
Nethyl Methaneaulfonate
4.92
10,000
---
U
--•
U
---
U
---
V
---
U
48.
2-Nitrophanol
3,64
10.000
---
U
---
U
---
U
---
U
---
V
J = Estimated value between the MDL and MRL, U Below ALL QuantlC atian Llmite.

Environment 1, Incorporated
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
Wastewater ID: 10
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: 12/12/19
DURHAM, NC 27703 DATE EXTRACTED: 12/16/19
DATE ANALYZED: 01/23/20
REVIEWED BY: - DATE REPORTED: 02/21/20
SEMI -VOLATILE ORGANICS
ova mvmunn R77nR R6[lAl
Page: 2
PARAMETBRB, ug/l
MDL
MRL
MW-4
NW-5
MW-6
MW-7
NW-8
49,
50,
51.
4-Nitrophenol
Pentachlorophenol
Phenol
3,17
5,33
1,86
50,000
25,000
10.000
---
---
---
u
u
V
-•-
---
---
u
U
U
---
---
---
U
u
u
---
---
---
u
u
u
---
---
---
u
u
u
52,
53.
54,
55.
56,
57,
58,
59,
60,
61,
62,
63.
69.
65.
66,
67.
68,
69,
70,
71,
72.
73,
74,
2,3,4,6-Tetrachlorophenol
2,4,5-Triahlorophenol
2,4,6-Triahlorophenol
Acetophenone
2-Aaetylaminofluorens
4-Aminobiphenyl
eenzyl Alcohol
4-Chloroaniline
Chlorobenzllate
Diallate
Dibenzoturan
3,31-Dichlorobenzidine
DSmethoata
P-Dimethylaminoazobenaene
7,12-Dimethylbenz[a]anthracene
3,3-Dimethylbenzidlne
1,3-Dinitrobenzens
Diphenylamine
Uleult0ton
Famphur
Hexachloropropene
Tsosafrole
Nepone
3A2
4,17
3.84
2,89
3.98
4,12
4,47
3,36
5.12
2,90
4,28
4,22
3.98
2,89
5,26
3,21
2,89
5.10
4.28
3,98
4,31
2,88
2.78.
10,000
10.000
10.000
10.000
20,000
20400
20,000
20.000
10,000
10,000
10,000
20.000
20.000
104000
10,000
10,000
20,000
10,000
10,000
20.000
10.000
10.000
20,000
---
---
---
---
---
---
---
---
---
---
---
---
___
---
---
•--
---
---
---
---
---
---
---
u
u
u
u
u
U
u
V
a
V
u
V
u
U
u
u
U
u
U
V
u
u
u
---
---
---
---
---
---
---
---
---
---
---
---
___
-•-
---
---
---
---
---
---
---
---
---
u
u
u
u
u
V
v
V
u
U
V
u
u
u
V
u
u
V
v
u
u
u
u
---
---
---
---
---
---
---
---
•--
---
---
---
.__
---
---
---
---
---
---
---
---
---
---
u
u
u
u
u
u
u
a
u
u
u
u
u
u
V
V
u
u
u
U
U
V
V
---
---
---
---
---
---
---
---
---
---
---
---
___
•--
---
---
---
---
---
---
---
---
---
U
u
u
V
V
V
v
u
u
U
U
V
u
u
u
U
u
u
U
U
v
u
u
---
---
---
---
---
---
---
---
---
---
---
---
___
---
---
---
---
---
---
---
---
---
---
u
u
u
u
u
u
v
u
u
u
u
U
u
0
v
u
u
u
u
u
u
u
u
75.
76,
77,
78.
79,
80,
81,
92,
83,
84,
85,
86.
97,
00,
89.
90,
91,
92.
93,
94,
95.
96,
Methapyrilene
3-Methylcholanthrene
2-Methylnaphthalene
Nethyl Parathion
m-Cresol
1,4-Naphthequlnone
1-Naphthylamine
2-Naphthylamine
2-NitroanSline
3-NitroanSline
4-NitroanSline
5-Nitro-O-Toluidine
N-Nitroeodl-n-butylamine
N-Nitrosadiethylamine
N-Nitroeomethylethylamine
N-Nitroaopiperidine
N-Nitrosopyrrolidlne
Parathion
Pentachlorobenzene
Pentachloronitrobenzene
Phenaaatin
1,4-Benzenediamine
3.54
4.21
3,79
4,32
3,81
4,00
5.61
4,62
3,61
4,81
4,22
4.01
3,63
3,83
3.83
5.19
2.89
3.12
3,92
3,71
4,41
2099
1004000
10.000
10.000
104000
10,000
10,000
10,000
10.000
50,000
50,000
20,000
10.000
10,000
20,000
10,000
20,000
10,000
30.000
104000
20400
20.000
10,000
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
___
---
---
---
---
u
u
u
❑
U
V
u
u
u
u
v
u
u
u
v
V
u
u
U
v
u
u
---
---
---
---
---
---
---
---
---
---
---
-•-
---
---
---
---
---
___
•--
---
---
---
V
u
V
u
U
V
u
u
u
u
u
u
V
U
V
u
V
U
u
v
U
u
---
---
--•
---
---
---
---
-•-
---
---
--•
-•-
---
---
---
---
---
___
---
---
---
---
u
U
U
u
u
U
U
v
V
u
u
u
❑
V
u
u
V
U
u
v
u
U
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
___
---
---
---
--•
u
V
V
u
V
u
V
u
u
u
u
V
u
u
V
u
V
U
u
v
u
of
---
---
---
---
---
---
---
---
---
---
---
---
---
---
-•-
---
---
___
---
---
---
---
u
V
V
U
U
U
u
u
u
U
v
V
u
u
V
u
u
u
u
u
u
V
,7 estimated value between the MDL and MRL, U Below ALL Quantltatlon Limits.

Environment 1, Incor
GRuElmvl E, N.C.27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
CLIENT ID:
6003
AMEC FOSTER
WHEELER
ENVIRONMENT
4021 STIRRUP
DURHAM, NC
& INFRASTRUCTURE
CREEK DR. STE 100
27703
ANALYST:
DATE COLLECTED:
DATE EXTRACTED:
JAP
12/12/19
12/16/19
REVIEWED BY:
DATE ANALYZED:
DATE REPORTED:
01/23/20
02/21/20
SEMI -VOLATILE
ORGANICS
EPA METHOD 8270E R6(18)
Page: 3
PARAMETERS, ug/1
MDL
HRL
MW-4
MW-5
MW-6
MW-7
MW-S
97,
Phorate
3,86
10,000
---
W
---
U
---
U
---
V
---
U
98,
Pronamlde
3.69
30.000
---
U
---
V
___
u
___
V
___
V
99,
Sa¢role
4,12
10,000
---
U
---
V
---
U
---
u
---
U
100,
1,2,4,5-Tetrachlorobenzene
5.01
10,000
---
a
---
U
---
U
---
U
---
V
101,
Thionaaln
4,62
20.000
---
V
---
V
---
U
U
---
V
102.
0-Toluldlna
4,11
10.000
---
U
---
U
---
U
---
U
---
V
103,
1,3, 5-Trinitrobanaene
3,90
10.000
---
V
---
v
--
u
---
u
---
v
104.
0,0,0-Triethyl Phoophor0thloate
3,61
10.000
---
U
---
V
---
u
---
V
---
u
105,
Hexachloroethane
1.49
10.000
---
U
---
V
---
U
---
U
---
U
106,
Ieodrin
3,11
10.000
---
a
---
V
---
V
---
U
•--
U
J Batlmated value between the MDL and MAL, U Bolow ALL Vuantitation Limlte.

Environment 1,
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
W9Btewetor IDi
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: 12/12/19
DURHAM, NC 27703 DATE ANALYZED: 12/18/19
DATE REPORTED: 02/21/20
REVIEWED 8Y:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
Pages 1
PARAMETBAe, ug/1
MDL
MRL
MW-4
MW-5
MW-6
MW-7
MW-8
1,
Chloromethane
0,77
3,000
---
U
---
U
---
V
---
V
---
U
a.
Vinyl Chloride
0,12
0.200
---
U
---
U
---
U
---
V
---
U
3.
eromomethane
0.67
30.000
•--
U
---
V
---
U
U
U
9,
Chloroethana
0.48
30.000
---
V
---
U
---
U
---
U
---
U
5,
Trichlorofluoromethane
0,24
1.000
---
U
---
U
---
U
---
U
---
V
6.
1,1-Dichloroethene
0.17
5.000
---
U
---
U
---
U
---
U
---
U
7.
Acetone
9.06
1006000
---
U
---
U
9,48
J
---
U
17,40
J
8.
Iodomethane
0,26
10.000
---
U
---
U
W.
U
---
U
---
U
9,
Carbon Disulfide
0,23
100.000
---
U
---
V
---
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-Dichloroethene
0.20
5,000
---
U
---
U
---
U
---
U
---
U
13,
Vinyl ApetaEe
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
---
V
---
U
---
V
---
U
---
V
17,
Chloroform
0.15
5.000
---
U
---
U
---
U
---
U
---
U
18,
1, 1, 1-Triohloroethane
0.19
1.000
---
U
---
U
---
U
---
U
---
U
19,
Carbon Tetrachloride
0.04
0.200
--'
U
---
U
---
U
-""
U
---
V
10,
Benzene
0.14
1.000
---
U
---
U
---
U
---
U
1,13
21.
1,2-Dichloroethene
0.01
0.200
---
U
---
U
---
U
U
---
U
12,
Triohloroethane
0.13
1.000
---
U
---
U
___
U
__.
V
___
U
23,
1,2-Diahloropropans
0,04
0,200
---
U
---
V
--.-
U
--•
U
---
U
24.
Bromodichloromethane
0.04
0,200
---
U
---
U
---
U
---
V
-•-
V
25.
Cie-1,3-Dichloropropene
0.06
0.200
---
U
---
U
---
U
---
U
---
U
26,
4-Methyl-2-Pentanone
1919
300.000
---
U
---
V
---
U
---
U
---
U
27,
Toluene
0,23
1.000
---
U
---
V
---
U
---
U
---
U
28,
tzans-1,3-Dichloropropene
0,04
0,200
---
U
---
U
---
U
---
U
---
U
29,
1,1,2-Trichloroethane
0.03
0,200
---
V
---
U
---
V
---
U
---
V
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
---
V
---
U
---
V
33,
1,1-Dibromoethane
0.03
0.200
---
U
---
U
---
V
---
U
---
U
34,
Chlozobenzena
0.30
3,000
__.
U
___
U
___
U
___
U
___
U
35,
1,1,1,2-Tetrachloroethene
0.12
1.000
---
U
---
U
---
U
---
U
---
U
36,
Bthylbenzene
0,21
1.000
---
U
---
U
---
u
---
U
---
V
37.
xylenee
0.68
5.000
---
U
---
U
---
U
---
U
---
U
38,
Dibromomethane
0,29
10,000
---
U
---
U
---
U
---
V
---
U
39.
Styrene
0.19
1.000
---
U
---
U
---
U
---
U
---
U
40,
Bromoform
0,20
3,000
---
U
---
U
---
U
---
V
---
U
41,
1,1,2,2-Tetrachloroothens
0,03
0.200
---
U
---
U
---
U
---
V
0,22
42,
1,1,3-Trichloropropane
0.09
0,200
---
U
---
V
---
U
---
U
---
U
43.
1,4-DSchlorobenzene
0.39
1.000
---
U
---
U
---
U
---
V
---
U
44.
1,2-Dichla robenxene
0.32
5.000
---
II
---
U
---
V
U
U
45.
1,2-Dibromo-3-Chloropropane
0.07
0.200
---
U
---
U
---
U
---
U
---
U
46,
Acrylonitzile
2,72
200.000
---
V
---
U
---
U
---
U
---
U
47.
trans-1,4-Dichloro-2-Butene
0,42
100,000
---
U
---
U
---
V
---
U
---
U
48.
ACrolein
1.97
4.000
---
U
---
U
---
U
---
V
--•
U
J = Estimated value between the MDL and MAL, U Below ALL Ouantitation Limits.

Enviroi�inent 1,
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
R.PA MRTRnn A26nn R4 (18)
PHONE [phone]
FAX [phone]
CLIENT ID: 6003
ANALYST: JAP
DATE COLLECTED: 12/12/19
DA
DAT
TE ANALYZED: 12/18/19
E REPORTED: 02/21/20
Page: 2
PARAMETERS, ug/1
MDL
MEL
MW-4
MW-5
MW-6
MW-7
MW-8
49,
Allyl Chloride
0,20
10.000
---
U
---
U
---
V
---
u
-•-
U
50,
Chloroprene
0,21
20,000
---
U
---
u
---
a
---
U
---
U
51.
1,3-Dichlorobenrene
0.41
5.000
---
V
---
U
---
u
•--
U
---
U
52,
Diehlorodifluoromethane
0.51
5.000
---
u
---
u
---
u
---
V
---
u
53,
1,3-Dichloropropane
0,29
1.000
---
U
---
V
---
u
---
U
---
u
54,
2,2-Dichloropropane
0,17
15.000
---
u
---
V
---
u
---
u
---
u
55,
1,1-Dichloropropane
0,22
5.000
---
u
---
U
---
u
---
V
---
u
56.
Ethyl Mathaorylate
0116
10.000
---
U
---
u
---
u
---
u
---
u
57,
Hexachlorobutadiene
0.10
0.200
---
u
---
u
---
u
---
u
---
u
50,
Ieobutyl Alcohol
12,80
100,000
---
V
---
u
---
V
---
u
---
V
59,
Methaorylonitrile
1,93
100,000
---
U
---
a
---
V
---
U
---
U
60,
Methyl Methacrylate
0,25
30.000
---
U
---
u
---
U
---
U
---
u
61,
Naphthalene
0,47
64000
--•
u
---
u
---
u
---
U
---
u
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
---
V
---
U
---
U
65,
Tetrahydrofuran
0,39
1.000
---
u
2,49
14,70
2.47
32,90
66,
1,4-Dioxane
2,71
3.000
---
U
31,70
25,30
8,51
218,00
S = 8etimeted value between Che MHL and MAL, U Helow ALL Quantltation Limlte,

Environment 1, Inco
rated
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 703
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
PHONE [phone]
FAX [phone]
CLIENT ID: 6003
ANALYST:
JAP
DATE COLLECTED:
12/12/19
DATE ANALYZED:
12/18/19
DATE REPORTED:
02/21/20
PARAMETERS, U9/1
MDL
MRL
Trip
Blank
1,
Chloromethane
0,77
3.000
---
V
2,
Vinyl Chloride
0.12
0.200
---
V
3,
Bromomethane
0,67
104000
---
U
4,
Chlorcethane
0.40
10,000
---
U
5,
Trichlorofluoromethane
0,24
1.000
---
V
6,
1,1-DSchloroethene
0,17
5.000
---
V
7,
Acetone
9,06
100400
---
V
8.
Iodomethane
0,26
104000
---
U
9,
Carbon Disulfide
0,23
1009000
---
U
106
Methylene Chloride
0,64
14000
---
U
11,
trans-1,2-Dichlaroethene
0,23
5,000
---
V
12.
1,1-Dichloroethane
0,20
5.000
---
U
13,
Vinyl Acetate
0,20
50,000
---
V
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
18.
1,1,1-Trlchloroethane
0.19
16000
---
U
19,
Carbon Tetrachloride
0,04
0.200
---
V
20,
Benzene
0,24
1.000
---
U
21.
1,2-Dichlor0ethane
0,02
0,200
---
U
22,
Trichloroethene
0.23
1,000
---
V
23.
112-Dichloropropane
0,04
0,200
---
V
24.
Bromodichloromethans
0,04
0,200
---
U
25,
Cie-1,3-Dichloropropane
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-Trichloroathane
0,03
0,200
---
U
30,
Tatrachloroethane
0.10
0.200
---
U
31.
2-Hexanons
1.57
50,000
---
U
32,
Dibromachloromethane
0.03
0,200
---
ll
33,
1,2-Dibromoethane
0,03
04200
---
U
34,
Chlorobenzene
0,30
3.000
---
V
35.
1,1,1,2-Tetrachloroethane
0,22
1.000
---
U
36,
Ethylbenzene
0,21
1.000
---
U
37.
%ylenee
0,68
5.000
---
V
38.
DSbromomethane
0,28
10,000
---
U
39,
Styrene
0.19
1.000
---
U
40,
Bromoform
0420
3,000
---
U
41,
1,1,2,2-Tetrachloroethane
0,03
0,200
---
U
424
1,2,3-Trichloropropane
0.09
0,200
---
V
43.
1,4-Dichlorobanzens
0.39
14000
•--
V
44,
1,2-Dichlorobenzene
0,32
5.000
---
U
45.
1,2-Dlbromo-3-Chloropropane
0407
0,200
--•
U
46,
Acrylonitrile
2,72
200,000
---
U
47.
trans-1,4-Dlchloro-2-Butens
0,42
1004000
---
U
48,
Acrolein
1.97
4,000
---
U
Page: 3
S = Estimated value between the MDL and MRL, U Below ALL Quantltatlon Llmite.

Environment 1, Incorporated
GREENVILLE1 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
ANALYST:
JAP
DATE COLLECTED:
12/12/19
DATE ANALYZED:
12/18/19
DATE REPORTED:
02/21/20
PARAMETERS, ug/1
MDL
MEL
Trlp
Blank
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,
Dichlorodlfluoromethane
0.51
5.000
---
U
53,
1,3-Dlchloropropane
0,20
1.000
---
U
54,
202-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
0.30
0.200
---
U
58.
Ieobutyl Alcohol
12,80
1004000
---
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,
Acetonitrile
36,29
55,000
---
U
65,
Tetrahydrofuran
0.39
1.000
---
U
66,
1,4-Dioxane
2.71
3,000
---
U
Page: 4
J = Hetimated Value between the MDL and MRL, U = Below ALL QuantltatlOR Llmlte.

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IN

Environment 1, Incorporated
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
METHOD BLANK RESULTS
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
FAX [phone]
6003
JP
12/12/19
12/17/19 -
12/18/19
02/21/20
PARAMETERS, ug/1
MDL
MRL
Concentxatioh
1. Chloromethane
0.77
3.00
-- U
2. Vinyl Chloride
0,12
0,20
--- U
3. Bromomethane
0.67
10.00
-- U
4. Chloroethane
0,48
10.00
-- U
5. Trichlorofluoromethane
0.24
1.00
- U
6. 1,1-Dichloroethene
0,17
5.00
--- U
7, Acetone
9.06
100.00
-- U
B. Iodomethane
0,26
10.00
-- U
9, Carbon Disulfide
0,23
100,00
- U
10. Methylene Chloride
0,64
1.00
--- U
11. trans-1,2-Dichloroethane
0,23
5.00
--- U
12. 1,1-Dichloroethane
0,20
5.00
--- U
13. Vinyl Acetate
0,20
50.00
--- U
14. cis-1,2-Dichloroethane
0,25
5.00
--- U
15. 2-Butanone
2,21
100,00
- U
16. Bromochloromethane
0.27
3.00
-- U
17. Chloroform
0.25
5,00
- U
18. 1,1,1-Trichloroethane
0.19
1.00
--- U
19, Carbon Tetrachloride
0,04
0,20
- U
20, Benzene
0,24
1.00
-- U
21. 1,2-Dichloroethane
0,02
0,20
--- U
22. Trichloroethee
0,23
1.00
-- U
23, 1,2-Dichloropropane
0.04
0,20
--- U
24. Bromodichloromethane
0,04
0,20
-- U
25, cis-1,3-Dichloropropene
0.06
0.20
--- U
26. 4-methyl-2-Pentanone
1.19
100.00
--- U
27. Toluene
0,23
1,00
- U
28. trans-1,3-Dichloropropene
0.04
0.20
--- U
29. 1,1,2-Trichloroethane
0.03
0.20
--- U
30. Tetrachloroethene
0.10
0.20
- U
31. 2-Hexanene
1,57
40,00
- U
32, Dibromochloromethane
0.03
0.20
-- U
33, 1,2-Dibromoethane
0.03
0.20
--- U
34. Chlorobenzene
0,30
3.00
-- U
35. 1,1,1,2-Tetrachlcroethane
0,22
1.00
--- U
36. Ethylbenzene
0,21
1.00
--- U
37. Eylenes
0.68
5.00
--- U
38, Dibromomethane
0.28
10,00
- U
39, Styrene
0.19
loco
--- U
40. Bromoform
0,20
3.00
- U
41. 1,1,2,2-Tetrachloroethane
0.03
0,20
--- U
42. 1,2,3-Trichloropropane
0.09
0,20
--- U
43, 1,4-Dichlorobenzene
0.39
1100
--- U
44. 1,2-Dichlorobenzene
0,32
5.00
--- U
45, 1,2-Dibromo-3-Chloropropane
0.07
0,20
--- U
46. Acrylonitxile
2,72
200,00
--- U
47. trans-1,4-Dichloro-2-Butene
0.42
100.00
--- U
48, Acrolein
1.97
4.00
-- U
49. Allyl Chloride
022
50.00
--- U
5oprene0. Chlor
0..21
20,00
1--- U

Environment 1, Inco
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT 6 INFRASTRUCTURE
4021 STIRRUP CREEK DR, STE 100
DURHAM, NC 27703
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
METHOD BLANK RESULTS (continued)
6003
JP
12/12/19
12/17/19
12/18/19
02/07/20
PARAMETERS, ug/1
MDL
MRL
Concentration
51, 1,3-Dichlorobenzene
0.41
5,00
--- U
52. Dichlorodifluoromethane
0.51
5.00
--- U
53, 1,3-Dichloropropane
0.28
1.00
--- U
54. 2,2-Dichloropropane
0,17
15.00
--- U
55, 111-Dichloropropene
0,22
5.00
--- U
56. Ethyl Methacrylate
0,16
10.00
--- U
57. Hexachlorobutadiene
0.10
0,20
--- U
58. Isobutyl Alcohol
12,00
100,00
--- U
59. Methacrylonitrile
1,93
100.00
--- U
60, Methyl Methacrylate
61. Naphthalene
62, Propionitrile
63. 102,4-Trichloxobenzene
64, Acetonitrile
65. Tetrahydrofuran
66, 1,4-Dioxane

Environment 1, Incorporated
GREENVILLE0 N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
SURROGATE RECOVERY RESULTS
FAX [phone]
JP
12/12/19
12/17/19 -
12/18/19
02/21/20
Sample Name
Limita
(% recovery)
1,2-DCA-d4
(E recovery)
Toluene-d8
(8 recovery)
4-HFH
(b recovery)
Continuing Calibration std.
70-130
100
100
101
Method Blank
70-130
102
102
101
MN-4
70-130
104
100
99.7
MW-5
70-130
104
100
101
MW-6
70-130
105
101
100
MW-7
70-130
104
102
101
MW-8
70-130
104
100
102
Trip blank
70-130
104
102
101
6003 MW-1S M.S.
70-130
99.1
98.4
98.2
6003 MW-iS M.S.D.
70-130
99.4
98.6
99.8

Environment 1, Incorporated
GREENVILLE, N.C. 27858
E [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE ANALYZED: 12/17/19 -
12/18/19
DATE REPORTED: 02/21/20
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
MATRIX SPIKE/MATRIX SPIKE DUPLICATE RESULTS
Sample Spiked:
(6003)
blw-la
Spike
Amount
Ug/1
Sample
Result
Ug/1
Spike
Result
Ug/1
Spike
Recovery
(70-130%)
Spike Dup.
Result
Ug/1
Spike Dup.
Recovery
(70-130%)
MS/MSD
RPD
(20%)
1,1-Dichloroethene
Benzene
20.0
20.0
-- U
-- U
21,33
22.04
107
110
21,60
22.68
108
113
1.3
2.9
Trichloroethene
20 .0
- U
22.02
110
22.84
114
3.7
Toluene
20.0
- U
21.47
107
22.48
112
4.6
Chlorobenzene
20.0
- U
20.83
104
21.76
109
4.4
LABORATORY CONTROL SAMPLE RESULTS
Sample Compound:
Spike
Amount
Ug/l
spike
Result
Ug/l
Spike
Recovery
(70-130%)
111-Dichloroethene
20.00
20.83
104
Benzene
20.00
20.49
102
Trichloroethene
20.00
20.83
104
Toluene
20,00
21.02
105
Chlorobenzene
20.00
20.44
102

Environment 1, Incorporated
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
MW-1s
PARAMETERS
MIA
MRL
PH (field m rement),
Unite
6.0
Nitrate Nitrogen as N,
mg/1
0.009
0,04
0.10
Alkalinity (to pH 4.5),
mg CRC03/1
1.0
1.0
154
Cyanide, ug/1
5.0
5.0
--•
U
sulfate, mg/l
5.0
5.0
143
Antimony, ug/l
0,03
1,0
---
U
Armenia, ug/1
0.08
5.0
---
U
Barium, ug/l
0,32
10.0
43
Barium, ug/l
0.32
10.0
Barium, ug/l
0.32
10.0
Beryllium, ug/1
0,32
1.0
0,42
J
Beryllium, Ug/1
0,32
1.0
Cadmium, ug/1
0,04
1.0
---
U
Cobalt, ug/1
0,32
1.0
---
U
Cobalt, ug/1
0,32
1.0
Cobalt, ug/1
0,32
1.0
Total Chromium, ug/1
1.05
5.0
3
J
Total Chromium, ug/1
1.05
5.0
Total Chromium, ug/l
1.05
5.0
Total Chromium, ug/1
1.05
5.0
Copper, ug/l
1,47
10.0
---
U
Copper, ug/1
1,47
10.0
Copper, ug/1
1,47
10.0
Iron, ug/1
12,08
50.0
505
Manganese, ug/l
0.31
10.0
22
Manganeee, u9/1
0,31
10.0
Manganeee, ug/1
0.31
10.0
Lead, ug/l
0.03
5,0
---
U
Mercury, ug/1
0.05
0.20
---
U
Nickel, ug/l
0,32
10.0
7.9J
Nickel, ug/l
0,32
10.0
Nickel, ug/1
0,32
10.0
selenium, ug/1
0.05
10.0
---
U
Silver, ug/1
0.51
5.0
---
V
silver, ug/1
0,51
5.0
Silver, ug/l
0.51
5.0
Thallium, ug/l
0.02
1.0
---
U
Tin, ug/l
0.05
100.0
---
U
vanadium, u9/1
0,20
1.0
5
Vanadium, ug/1
0,20
1.0
Vanadium, ug/1
0,20
1.0
zinc, ug/l
1.10
10.0
13
zinc, ug/1
1.10
10.0
zinc, ug/1
1.10
10.0
FAX [phone]
ID#: 6003 A
DATE COLLECTED: 12/11/19
DATE REPORTED 02/07/20
A/
REVIEWED
BY:
MW-1D
MW-2S
MW-2D MW-
Analysis
Method
Data Analyst
Code
6.5
6.8
8.0
6.9
12/11/19 PJO
4500HB-ll
0.06
0.21
0.29
2,66
12/12/19 DTL
353.2 R2-9
163
1070
175
1430
12/16/19 ONB
2320B•il
U
--- U
--- U
--- U
---
183
---
16
V
U
--- U
18.5
--• U
--- ❑
--- U
125
--- U
22
12/18/19 SBJ
12/12/19 s8J
01/24/20 HAD
01/23/20 NAB
12/23/19 LFJ
450OCNE-11
4500804281
EPA200.8
EPA200.8
EPA200.7
25
13
12/30/19 LPJ
SPA200.7
331
650
01/22/20 NAB
EPA200.8
0,38 J
--- U
12/30/19 LFJ
HPA200.7
U
--- U
01/08/20 LFJ
SPA200.7
--- U
---
V
--- U
--- U
01/24/20 HAD
12/26/19 LPJ
BPA200.8
EPA200.7
0.76 J
1
12/30/19 LFJ
EPA200.7
3.4
6
01/22/20 NAB
EPA200.8
12/26/19 LFJ
BPA200.7
1434
12/31/19 LFJ
EPA200.7
5.7
02/03/20 NAB
HPA200.8
4 J
25
12/30/19 LPJ
EPA200.7
12/23/19 LFJ
BPA200.7
-__ U
7.81
___ U
4 J
12/30/19 LFJ
01/24/20 NAB
EPA200.7
SPA200.8
2541
14540
203
11990
01/03/20 WAS
3111B-11
12/26/19 LFJ
SFA200v7
139
7 J
12/30/19 LFJ
BPA200.7
613
1145
01/08/20 LFJ
SPA200o7
--- U
0.06 J
---
---
V
U
--- U
0.06 J
--- U
--- V
01/22/20 NAB
12/26/19 MTM
HPA200.8
245.1 R3-9
12/23/19 LFJ
SPA200.7
5 J
5 J
12/30/19 LFJ
BPA200.7
--- U
14
U
--- U
5 J
27
01/08/20 LFJ
01/22/20 NAB
12/23/19 LFJ
EPA200.7
BPA200v8
EPA200.7
0.52 J
1.3J
12/30/19 LFJ
SPA200.7
-•- U
--- V
---
---
U
U
U
--- U
--- U
--- U
--- U
--- U
01/24/20 NAB
01/22/20 NAB
01/22/20 NAB
12/23/19 LFJ
EPA200.8
BPA200.8
EPA200.8
BPA200.7
0.7 J
0,39 J
12/30/19 LPJ
BPA200.7
4
5
01/22/20 LFJ
EPA200.7
12/26/19 LFJ
HPA200.7
7 J
8 J
12/30/19 LFJ
BPA200.7
3.5J
3 J
01/24/20 NAB
BPA200.8
J estimated value between the MDL and MRL, U Below ALL Quantit atlon Limits.

Environment 1, Incorporated
D ri nking Water ID, 37715
114 OAKMONT DRIVt
GREENVILLE, N.C. 27858
JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM ,NC 27703
HulYlde, ug/1
Conduotivi ty (at 25e), uHhoe/om
Dissolved Oxygen, mg/l
Temperature, °C
Statio Water Level, feet
Well Depth, fast
ORP, m
Turbidity (Field), NTU
MW-18
MW-1D
NDL
MRL
100
1000
--- V
422 J
1.0
1.0
613
400
0.1
0.1
1.74
0.33
13
15
8.18
8.86
17,21
33.75
+141
+115
1.0
1.0
2.so
7.51
--- U
2790
0.48
16
11,35
1fi .57
110
98
5.
PHONE [phone]
FAX [phone]
ID#: 6003 A
DATE COLLECTED: 12/11/19
DATE REPORTED : 02/07/20
REVIEWED BY:
MW-2D MW-3H Analysis Method
J = setlmated value between the MDL and MRL, V Below ALL UuantltaClon LSmlte.
Data Analyst
Code
--- U
--- U
12/12/19
LFJ
450DS2D-11
923
3477
12/11/19
PJC
2510E-11
0 .72
0.9E
12/11/19
PJC
4500DD-21
16
18
12/11/19
PJC
2550E-10
12.67
12,74
12/11/19
PJC
38.17
22,24
12/11/19
PJC
+62
+111
12/11/19
PJC
2580E-11
2.64
6,87
12/11/19
PJC
21308-11

Drinking Water Ins 37715
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
ID#: 6003 A
JUD SON WHITEHURST (C&D
LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
DATE COLLECTED: 12/11/19
4021 STIRRUP CREEK DR.
STE 100
DATE REPORTED 02/07/20
DURHAM ,NC 27703
REVIEWED BY:
MW-3D
MW-3A Trip
Analysis
Method
PARAMETERS
MDL
MEL
Blank
Date Analyst
Code
PH (field measurement), Units
7*7
6.8
12/11/19
PJC
4500HB-11
Nitrate Nitrogen as N, mg/1
0.009
0.04
Oo26
--- U
12/12/19
DTL
353.2 R2-93
Alkalinity (to pH 405), mg CaCO3/1
1.0
1.0
228
840
12/16/19
DNB
2320B-11
cyanide, ug/1
5.0
5.0
--- U
--- V
12/1B/19
SEJ
4500CNB-11
Sulfate, mg/l
5.0
5.0
Soo
86.3
12/12/19
SEJ
45000042311
Antimony, ug/l
0oO3
110
--- U
--- U
01/24/20
NAB
RPA200.8
Arsenic,
coca
5.0
--- U
20
01/23/20
NAB
EPA200oa
ug/1
Barium, ug/1
0432
10.0
B J
299
12/30/19
LFJ
EPA200.7
Beryllium, ug/1
0,32
1.0
--- u
--- U
12/30/19
LFJ
BPA200.7
Cadmium, ug/l
0004
1.0
--- U
--- U
01/24/20
NAB
BPA200oB
Cobalt, ug/1
0,32
140
1
7
12/30/19
LFJ
BPA200o7
Total Chromium, ug/l
1405
540
--- U
15
12/30/19
LFJ
SPA200.7
Copper, ug/1
1,47
10.0
--- U
2 J
12/30/19
LFJ
BPA200o7
;ron, ug/1
12o08
50o0
134
22520
01/03/20
NAB
3111E-I1
Manganese, ug/l
0.31
10.0
3 J
695
12/30/19
LFJ
EPA20047
Lead, ug/l
0,03
540
--- U
--- U
01/22/20
NAB
SPA200o8
Mercury, ug/1
0405
0,20.
--- u
--- U
12/26/19
MTN
245o1 R3-94
Nickel, ug/l
0,32
10.0
2 J
5 J
12/30/19
LFJ
EPA200.7
Selenium, ug/l
0.05
10.0
--- V
19
01/22/20
NAB
EPA200.8
Silver, ug/1
0,51
5.0
1 J
--- U
12/30/19
LPJ
EPA200.7
Thallium, ug/1
0o02
1.0
--- U
--- U
01/22/20
NAB
BPA200o8
Tin, ug/1
0.05
10000
--- U
--- U
01/22/20
NAB
SPA200oB
Vanadium, ug/l
0*20
1.0
--- U
4
12/30/19
LPJ
BPA200.7
Zinc, ug/1
1410
10*0
5 J
3 J
12/30/19
LFJ
BPA200o7
Sulfide, ug/1
100
1000
--- U
--- U
12/11/19
LFJ
450082D-11
Conductivity (at 25c), uMhos/cm
140
1.0
527
2679
12/11/19
PJC
2530E-11
Dissolved Oxygen, mg/l
0.1
Uol
2*57
1.79
12/11/19
PJC
450000-11
Temperature, °C
17
16
12/11/19
PJC
2550E-10
Static Water Level, feet
12,90
11,65
12/11/19
PJC
Well Depth, feet
52930
23,44
12/11/19
PJC
ORP, my
+121
+101
12/11/19
PJC
25B08-11
Turbidity (Field), NTU
1.0
1.0
1,14
6.66
12/11/19
PJC
213OB-11
J = Estimated value between the MDL and MRL, U e eelOW ALL QuflRtltation Limits.

Environment 1, Incor
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:
PESTICIDES AND PCB'S
van mvmxnn RnR1n R2(07)
CLIENT ID:
ANALYST:
DATE
COLLECTED:
DATE
EXTRACTED:
DATE
ANALYZED:
DATE
REPORTED:
Drinking Water Ing 37715
PHONE [phone]
FAX [phone]
6003 A
HIC
12/11/19
12/12/19
12/30/19
02/07/20
Page: 1
PARAMETERS, ug/l
MDL
HRL
Mw-1H
Hw-1D
Mw-as
Mw-an
Mrr-3a
1,
2,
3.
4,
5.
6,
7.
8.
9,
lo.
11,
12.
13.
14,
15,
16,
17,
18.
19.
20.
Aldrin
Alpha-BHC
Beta-BHC
Delta-BHC
Gamma-BHC (Lindane)
Chlordane
414-DDD
4,4-DDE
4,4-DDT
Dieldrin
Endoeulfan I
8ndoeulfan II
Endoaulfan Sulfate
Endrin
Endrin Aldehyde
Heptachlor
Heptachlor Epoxide
Methoxychlor
Pcb'S (Aroclore)
Toxaphene
0.029
0.032
0.031
0.030
0.032
0.320
0.051
0.049
0,052
0.042
0.056
0.046
0.072
0.053
0.068
0.039
0.042
0.530
0.500
0.690
0.050
0.050
0.050
0.050
0.050
0.500
0.100
0.100
0.100
0.075
0.100
0.300
0.100
0.100
0.100
0.050
0.075
1.000
2.000
1.500
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
1
U
D
U
V
U
U
U
v
U
U
U
U
U
U
U
U
U
U
U
U
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
V
U
U
U
---
---
---
---
---
---
---
---
---
---
---
•--
---
---
---
---
---
---
---
---
U
U
U
U
V
U
U
U
U
U
V
U
U
U
U
U
U
U
U
U
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
---
U
U
U
U
U
U
U
V
V
U
U
U
U
U
U
U
U
U
V
U
---
---
---
---
---
---
---
---
---
---
---
---U
---
---
---
---
---
---
---
---
U
U
U
U
U
U
U
U
U
U
U
U
U
U
V
U
U
U
U
J 8etlmated value between Che MOL and MRL, U BelON ALL Vuantitatlon LSmite.

Environment 1, Incorporated
Drinking Water ID: 37715
1140AKMUNT UHIVt
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: HIC
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/11/19
DURHAM, NC 27703 DATE EXTRACTED: 12/12/1.9
DATE ANALYZED: 12/30/19
REVIEWED BY: DATE REPORTED: 02/07/20
PESTICIDES AND PCB'S
Fvn MMTHOn RORIE R2(07)
PARAMETBRSs ug/l
HDL
MRL
MW-3➢
MW-3A
1.
Aldrin
0,029
00050
-•-
U
---
U
2,
Alpha -HNC
0,032
0.050
---
V
---
U
3.
Beta-BHC
0,031
0.050
---
U
---
U
4,
Delta-BHC
0.030
09050
---
U
---
U
5.
Qamma-BHC (Lindane)
0,032
0.050
--•
U
---
U
6,
Chlordane
0.320
0.500
---
U
---
U
7.
4f4-DDD
0.051
0.100
---
U
---
V
S.
4,4-DDE
0,049
0.100
---
U
---
U
9.
4,4-➢DT
0,052
0,100
---
U
---
U
10.
Dieldrin
0,042
0.075
---
U
---
V
11.
Bndoeulfan I
0.056
00100
---
U
---
U
124
Bndoaulfan II
0,046
0,100
---
U
---
U
13.
Endooulfan Sulfate
0.012
0.100
---
U
---
U
14,
Endrin
0,053
0.100
---
U
---
U
15.
Endrin Aldehyde
0.068
0.100
---
U
---
U
16,
Heptachlor
0.039
0.050
---
U
---
U
17,
Heptachlor Epoxide
0,042
0,075
---
U
---
U
13.
Methoxychlor
0,530
1.000
---
U
---
U
19.
Pob's (Aroolore)
0.500
2.000
---
U
---
U
20,
Toxaphene
0.690
1.500
---
U
---
V
J = Estimated value between the MDL and MRL, U Eelow ALL Quantstation Limits.
Pale: 2

Environment 1, Incorporated
GREENVILLE, N.C. 27856
Drinking Water ID; 37715
as "Water IDi 10..
CNE [phone]
FAX [phone]
CLIENT: JVDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: HIC
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/11/19
DURHAM, NC 27703 DATE EXTRACTED: 12/17/19
DATE ANALYZED: 01/01/20
REVIEWED BY: z
DATE REPORTED: 02/07/20
LANDFILL APPENDIX II
wva MF.TUnn 8151A R1(96)
Page: 1
MW-19
Mw-1D
MW-2E
KW-2D
W-3E
PARAMETERSo
ug/1
MDL
MRL
1,
2t4-D
0.36
2.010
---
D
---
U
---
V
---
U
---
U
2,
Dinoeeb
0.54
1.000
---
U
---
U
---
U
---
V
---
U
3,
2,4,5-TP
0A
2.000
---
U
--•
U
---
U
---
V
---
U
4.
2,4,5-T
0.47
2.000
---
D
---
U
---
U
---
V
---
U
J � Estimated value between the MDL and MALE V Below ALL QRentitfltlOR Llmite.

Environment 1, Inco
Drinking Water ID: 37715
GREENVILLE, N.C. 27858
FAX [phone]
CLIENT: OVDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: HIC
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/11/19
DURHAM, NC 27703 DATE EXTRACTED: 12/17/19
DATE ANALYZED: 01/01/20
REVIEWED EY$ DATE REPORTED: 02/07/20
LANDFILL APPENDIX II
EPA METHOD 8151A R1(96)
MW-3D
MW-3A
PARAMHTHRS, ag/l MDL MRL
1, 2,4-D
0,36
2.000
--- u
--- D
2, DinOeeb
0,54
1.000
--- U
--- U
3, 2,4r5-TP
0.42
2,000
--- U
--- U
4, 2,4,5-T
0,47
2.000
--- U
--- U
J = Hetlmated value between the MDL and MRLr U = HeloW ALL puantitation LSmiE6.
Page: 2

Environment 1, Incorporated
Drinking Water IDi 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 A
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ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
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DURHAM, NC 27703 DATE EXTRACTED: 12/16/19
DATE REPORTED: 02/07/20
REVIEWED BY:
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
PARAMETERS, ug/l
Date
MDL
Analyzes
MEL
12/27/19
MW-IS
12/27/19
MW-1D
01/22/20
MW-28
01/23/20
MW-2D
01/23/20
MW-3S
1,
Aoenaphthene
2,66
10.000
---
u
---
U
2,88
J
---
U
5,57
a
2.
Acenaphthylene
2.60
10,000
---
U
---
U
---
V
---
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[b]Eluoranthene
3,32
10,000
---
U
---
U
---
U
---
U
---
u
6.
Benzo[k]fluoranthene
4,23
10,000
---
U
---
u
---
U
---
U
---
u
7.
Benzo[g,h,i]parylene
2,61
10,000
---
V
---
U
---
u
---
V
---
U
8.
Benzo [a]pyrena
3.27
30.000
___
u
-__
U
___
U
___
V
___
Q
9,
4-Bromophenyl Phenyl Ether
2,63
10.000
---
U
---
V
M.
U
---
U
---
U
10,
Butyl Benzyl Phthalate
5.76
10,000
---
u
---
U
---
U
---
V
---
U
11,
Bie(2-Chloroethoxy) Methane
3.14
10.000
---
U
---
U
---
V
---
u
---
U
12,
Bie(2-Chloroethyl) Ether
2.58
10,000
---
U
---
U
---
U
---
U
---
U
13.
Bie(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-Chlorophanyl Phenyl Ether
2.42
10,000
---
V
---
U
---
U
M.
U
---
V
16,
Chryeene
4.04
10,000
---
V
---
U
---
U
---
U
M.
V
17.
Dibenzo(a,h]anthracene
2,78
10,000
•--
U
---
u
---
U
---
U
---
U
18,
Di-N-Butyl Phthalate
3,09
10.000
---
U
---
U
---
V
---
u
---
V
19,
Dimethyl Phthalate
3,78
10,000
---
U
---
U
---
U
---
U
---
V
20.
Diethyl Phthalate
3,92
10,000
---
V
---
U
---
U
---
U
---
U
21,
2,4-DSnitrotoluene
3,95
10.000
---
U
---
V
---
V
---
U
---
U
22,
2,6-DSnitrotoluene
3,88
10.000
---
U
---
U
---
U
---
u
---
V
23,
Di-N-Datyl Phthalate
2.81
10.000
---
U
---
U
---
U
---
u
---
U
24.
Hie-(2-Ethylhexyl) Phthalate
9.97
15.OD0
---
U
---
U
--•
U
---
U
---
U
25,
Fluoranthene
3,92
10.000
---
U
---
U
---
u
---
U
---
U
26,
Fluorene
2.95
10.000
---
U
---
U
---
V
U
---
U
27.
Hexachlorobenzene
2,61
10.a00
---
U
M.
u
---
U
---
U
---
U
28,
Hexachlorooyclopentadiene
4.16
10,000
---
U
---
V
---
U
---
U
---
V
29,
Indeno(1,2,3.Cdlpyrene
2,91
10,000
---
u
---
U
---
U
---
u
---
u
30.
IeoDhorone
3.74
10.000
---
U
---
V
M.
U
__
u
u
31.
Nitrobenzene
2.85
10,000
---
U
---
V
---
U
--
u
U
32.
N-Nitroeadimethylamine
4,25
10,000
---
V
---
U
---
U
---
U
---
V
33.
N-Nitroeodiphenylamine
3,95
50.000
---
V
---
V
---
U
---
U
---
U
34,
N-Nitroeodi-N-Propylamine
4.06
10,000
---
U
---
u
---
V
---
U
---
U
35.
Phenanthrene
3.44
10.000
---
V
---
U
---
U
---
U
---
U
36,
Pyrane
3663
10.000
---
V
---
U
---
u
---
U
---
U
37.
4-Chl ors-3-Methylphenol
3.79
20.000
---
U
---
V
"-
U
U
U
38.
2-Chlorophenol
2,75
10,000
---
U
---
u
---
U
---
U
---
U
39,
0-Creeol
3.68
10.000
---
V
---
u
---
V
---
U
---
V
40.
P-Cresol
4.12
30,000
---
U
---
V
---
V
V
V
41.
2,4-Dichlarophenol
5,19
10.000
---
U
---
U
---
U
---
U
--•
U
92.
2,6-Dichlo rophanol
4,89
30.000
---
V
---
V
---
u
--•
U
---
V
43.
214-Dimethylphenol
3.21
10.000
---
U
---
U
---
U
---
V
---
U
44.
4,6-Diaitro-2-Methylphenol
4,77
50,000
---
U
---
U
---
u
---
V
---
U
45.
2,4-Dinitrophanol
4,37
50.000
---
U
---
V
---
U
---
u
---
V
46,
Ethyl Methaneaulfonate
5,26
20.000
---
V
---
U
---
U
---
u
---
U
47,
Methyl Methaneaulfonate
4.92
10.000
---
U
---
U
---
U
--
u
U
J = Estimated value between the MDL and MRL, ll = Below ALL Quantitation Limits.

Environment 1, Incorporated
Drinking Water ID: 37715
Wastewater ID: 10
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: 12/11/19
DURHAM, NC 27703 DATE EXTRACTED: 12/16/19
DATE REPORTED: 02/07/20
REVIEWED BY:
SEMI -VOLATILE ORGANICS
mvn mzrmunn A17nF. pAtiR1
Page: 2
PARAMETERS, ug/1
Data
MVL
Analysed
MRL
12/27/19
MW-19
12/27/19
MW-lp
01/22/20
MW-20
01/23/20
NN-2D
01/23/20
MW-39
48.
2-Nitrophenol
3,64
10.OD0
---
U
---
U
---
V
---
U
---
u
49.
4-Nitrophenol
3,17
50.000
---
U
---
U
---
V
---
U
---
U
50,
Pentachlorophenol
5,33
25,000
---
U
---
U
---
U
---
V
---
U
1.86
10.000
---
U
---
U
---
U
---
V
---
U
51,
Phenol
52,
2,3,4,6-Tetra0hl0r0phsn0l
3,12
10,000
---
U
---
U
-•-
U
---
U
---
U
53.
2,4,5-Triohlorophenol
4,17
10,000
---
U
---
U
---
U
---
U
---
V
54.
2,4,6-Trlchlorophanol
3,84
10,000
---
U
---
U
---
V
---
U
M.
U
55,
Acetophenone
2.89
10,000
---
U
---
U
---
V
---
U
---
U
3,98
20,000
---
U
---
U
---
U
---
U
---
U
56.
2-Acetylaminofluorene
57.
4-Aminobiphanyl
9,12
20,000
---
U
--•
U
---
u
•--
U
---
U
58,
Eenzyl Alcohol
4,47
20,000
---
U
---
U
---
u
---
U
---
U
59.
4-Chloroaniline
3,36
20,000
---
U
---
U
---
U
---
U
---
V
60,
Chlorobenzilate
5,12
10,000
---
U
---
u
---
U
---
U
---
V
61,
Diallato
2,98
10,000
---
U
---
V
---
U
---
U
---
U
62,
Dibensofuran
4,28
10,000
---
U
---
V
---
U
---
U
---
V
63,
3,3$-Dichlorobanzidine
4,22
20,000
---
U
---
U
---
U
---
U
---
V
64,
Dimethoate
3,99
20,000
---
V
---
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-Dimethylbenzidine
3,21
10,000
---
u
---
U
•--
U
---
U
---
U
68,
1,3-Dinitrobenzene
2,89
20,000
---
U
---
U
---
U
---
U
---
U
69,
Diphenylamine
5.10
10,000
---
U
M.
U
---
U
---
V
---
U
4,28
10,000
---
u
---
U
---
U
---
U
---
U
70,
Disulfotcn
71,
Famphur
3,98
20.000
---
V
---
U
---
U
--'
U
---
U
72,
Hexachloropropens
4,31
10,000
---
D
---
V
---
U
---
U
---
U
2,88
104000
---
V
---
U
•--
U
---
U
---
V
73,
Iaosafrole
74,
Eepone
2,78
20,000
---
U
---
U
---
U
---
U
---
U
75,
Hethapyrilene
3,54
100,000
---
U
•--
U
---
U
---
U
---
U
76,
3-Methylcholanthrene
4.21
10,000
---
U
---
U
---
U
---
U
---
U
77,
2-Methylnaphthalene
3.79
104000
---
U
---
U
---
U
---
U
---
U
18,
Methyl Parathion
4,32
10,000
---
V
---
U
---
U
---
V
---
V
79.
m-Cresol
3,81
100000
---
U
W.
U
---
U
---
U
---
U
80.
1,4-Naphthoquinons
4,00
109000
---
U
---
U
---
U
---
V
---
U
81.
1-Naphthylamine
5.61
10,000
---
U
---
U
---
U
---
U
---
V
82.
2-Naphthylamine
4,62
10,000
---
U
---
U
---
U
---
V
---
U
83,
2-Nitroanillne
3,61
50,000
---
U
---
U
---
V
---
U
--•
U
84,
3-Mitroaniline
4.81
504000
---
U
---
U
---
u
---
U
---
U
85.
4-Nitroaniline
4,22
20.000
•--
U
---
U
---
u
M.
V
---
U
06.
5-Nitro-O-Toluidine
4.01
30.00o
---
V
---
U
"'
U
---
u
---
U
87,
N-Nitrosodi-n-butylamine
3,63
30.000
---
u
---
V
---
U
---
U
---
U
88,
N-Nitroeodiethylamine
3.83
20.000
---
❑
---
U
---
U
---
U
---
U
89.
N-Nitroeomethylethylamine
3.83
10,000
---
U
---
U
---
U
---
U
---
U
90,
N-Nitrosopiperidine
5,19
20,000
---
U
---
U
---
U
---
U
---
V
91,
N-Nltrosopyrrolidine
2.99
10,000
---
V
---
U
---
U
---
U
---
V
92,
Parathion
3.12
104000
---
U
---
U
---
U
---
U
---
U
93.
Pentachlorobenzene
3,92
10,000
---
U
---
U
---
U
---
U
---
V
94,
Pentachloronitrobenzene
3,71
20,000
---
U
---
U
---
V
---
V
---
U
T Estimated value between the MDL and MRL, U Below ALL UuantiCatlon Limits.

Environment 1,
@d Drinking Water ID, 37715
114 OAKMONT DRIVE
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: 12/11/19 Page: 3
DURHAM, NC 27703 DATE EXTRACTED: 12/16/19
DATE REPORTED: 02/07/20
REVIEWED BY:
SEMI -VOLATILE ORGANICS
won upmunT R91nv RA (1.R)
PARAMETERS, ug/l
Date
MDL
Analyzed
MEL
12/27/19
MW-16
12/27/19
MW-lD
01/22/20
MW-29
01/23/20
MW-2D
01/23/20
MW-33
95,
Phenacetin
4,41
20,000
---
U
---
U
---
U
---
U
'--
U
96.
1,4-Benzenediamine
2.99
30.000
---
U
•--
U
---
U
---
U
---
U
97.
Phorate
3.86
10.000
---
U
---
U
---
U
---
U
---
U
96,
Pronamide
3,69
10,000
---
U
---
U
---
U
---
U
---
U
99,
9afrole
4,12
10.000
---
U
---
U
---
U
---
U
---
D
100.
1,2,4,5-Tetraahlorobenzene
5.01
10,000
---
U
---
U
---
U
---
U
---
U
101,
Thionazln
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 Phosphorothloate
3,61
10.000
---
U
---
U
---
U
---
U
---
U
105,
Hexaohloroethane
1.49
10,000
---
U
---
U
---
U
---
U
---
U
106,
xoodrin
3,11
20.000
---
U
---
U
---
U
---
U
---
U
J e 8etimated valLLe between Che MOL antl MRL, U = Below ALL Quarttitation LSmSte.

Environment 1, Incorporated
114 0AKMON 1 DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID:
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST:
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED:
DURHAM, NC 27703 DATE EXTRACTED:
DATE REPORTED:
REVIEWED BY:
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
Drinking Water ID, 37715
PHONE [phone]
FAX [phone]
6003 A
JAP
12/11/19
12/16/19
02/07/20
PARAMETERS, ug/l
Date
MDL
Analyzes
MRL
01/23/20
MW-3D
01/23/20
MW-3A
1.
Acenaphthene
2,66
10.000
---
U
3,30
a
2.
Acenaphthylene
2,60
10,000
---
U
---
V
3,
Anthracene
2.97
10,000
---
U
---
V
4,
Benzo(a)antrhacene
4,16
10,000
---
U
---
U
5.
Benzo[b][ luoranthene
3,32
10,000
---
u
---
U
6.
eenzo[k)tluoranthene
4,23
10,000
---
V
---
U
7.
eenzo[g,h,i)perylene
2,61
10,000
---
V
---
U
B.
Benzo[a)pyrene
3,27
10,000
---
U
---
U
9.
4-Bromophenyl Phenyl Ether
2,63
10,000
---
U
---
V
10,
Butyl Benzyl Phthalate
5,78
10,000
---
U
---
U
11.
Ble(2-Chloroethoxy) Methane
3.14
10.000
---
U
---
U
12.
Bia(2-Chloroethyl) Ether
2,58
10.000
---
U
---
U
13.
Bia(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,
Chryaene
4,04
10,000
---
U
---
U
17,
Dibenzo[a,hlanthracene
2,78
10,000
---
U
---
V
1B.
Di-N-Butyl Phthalate
3,09
10.000
---
U
---
U
19,
Dimethyl Phthalate
3,78
10.000
---
V
---
U
20.
Diethyl Phthalate
3.92
10,000
---
U
---
V
21.
2,4-Dinitrotoluene
3.95
10.000
---
U
---
U
22.
2,6-Dinitrotoluene
3.88
10,000
---
V
•--
U
23.
Di-N-Octyl Phthalate
2,81
10.000
---
V
---
U
24.
Bin-(2-Ethylhexyl) Phthalate
9.97
15.000
---
U
---
V
25.
Pluoranthene
3.92
10,000
---
U
---
U
26,
Fluorene
2.95
10.000
---
U
---
U
27,
Hexachlorobenzene
2,61
10,000
---
U
---
V
28,
Rexachlorocyclopentadiene
4,16
10,000
---
V
---
U
29,
lnden0[1,2,3-Cd3pyrene
2,91
10,000
---
U
---
U
30,
I6ophorone
3,74
10,000
---
U
---
U
31,
Nitrobenzene
2085
10.000
---
V
---
U
32,
N-Nitroeodlmethylamine
4.25
10.000
---
U
---
U
33,
N-Nitroeodiphanylamine
3,95
10,000
---
U
---
U
34.
N-Nltroeodi-N-Propylamine
4.06
10,000
---
U
---
U
35.
Phenanthrene
3,24
10.000
---
U
---
U
36,
Pyrene
3.63
10,000
---
U
---
U
37,
4-Chloro-3-Methylphenol
3.79
20,000
---
U
---
V
38.
2-Chlorophenol
2.75
10,000
---
U
---
U
39.
0-Creeol
3,68
10,000
---
U
---
U
40,
P-Cresol
4,12
10,000
---
U
---
U
41.
2,4-Dichlorophanol
5.19
10,000
---
V
---
V
42,
2,6-Dichloraphenol
4,89
10.000
---
V
---
U
43,
2,4-Dimethylphenol
3,21
10,000
---
U
---
U
44.
4,6-Dinitro-2-Methylphenol
4,77
50.OD0
---
U
---
U
45,
2,4-Dinitrophenol
4,37
50,000
---
U
---
U
46,
Ethyl Methaneeul[onate
5.26
20,000
---
U
---
U
47,
Methyl MethaneeulEonate
4.92
10.000
---
u
---
U
,T estimated value between the MDL and MRL, U Below ALL Ouantitatlon Limlta.
Page: 4

Environment 1, I
Drinking Water ID: 37715
Waotewater IDi 10
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 DRa STE 100 DATE COLLECTED: 12/11/19
DURHAM, NC 27703 DATE EXTRACTED: 12/16/19
DATE REPORTED: 02/07/20
REVIEWED BY:
407
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
PARAMHT8R9, ug/l
Date
MDL
Analyzed
MRL
01/23/20
KW-3D
01/23/20
MW-3A
48.
2-Nitrophenol
3,64
10,000
---
U
---
U
49.
4-Nitrophen01
3,17
50,000
---
U
---
U
50,
Pentaohlorophenol
5,33
25,000
---
U
•--
U
51,
Phenol
1,86
104000
---
U
---
U
52,
2,3,4,6-Tatrachlorophenol
3,12
10,000
---
U
---
U
53.
2,4,5-Triahlorophenol
4,17
10,000
---
U
---
U
549
2,4,6-Triahlorophenol
3,84
101000
---
U
---
V
55,
Acetophenone
2.89
109000
---
V
-•-
V
56,
2-Acetylaminofluorene
3.98
20,000
---
V
'--
U
57,
4-Aminobiphenyl
4,12
20,000
---
U
---
U
58,
Henzyl Alcohol
4,47
20.000
---
V
---
U
59,
4-Chloroaniline
3,36
20,000
---
V
---
U
60,
Chlorobenzilate
5,12
10,000
---
V
---
V
61.
Dialiate
2,98
10.000
---
U
---
U
62,
Dibenzofuran
4,29
104000
---
U
---
U
63,
3,3`-Dichlorobenzidine
4,22
20,000
---
U
---
U
64,
Dimethoate
3,98
20.000
---
U
---
U
65,
P-Dimethylaminoazobenzene
2,09
10,000
---
U
---
U
66,
7,12-Dimethylbenz[alanthracene
5126
10,000
---
V
---
U
67,
3,3-Dlmethylbenzidine
3,21
10,000
---
U
---
U
68,
1,3-Dinitrabenzene
2,89
20.000
---
U
---
U
691
Diphenylamine
5,10
10,000
---
U
---
U
70,
Diaulfoton
4,28
10,000
•--
U
---
U
71,
Famphur
3,98
20,000
---
V
---
U
72.
Hexachloropropene
4,31
100000
---
U
---
U
73,
Ieoeafrole
2,88
100000
---
U
---
U
74.
Repone
2,78
20,000
---
U
---
U
75,
Methapyrilene
3,54
100,000
---
U
---
❑
76,
3-Methylcholanthrene
4,21
10,000
---
U
---
U
77,
2-Mathylnaphthalene
3,79
30,000
---
U
---
U
78,
Methyl Parathion
4,32
10,000
---
U
---
U
79,
m-Cresol
3,81
10,000
---
U
---
U
80.
1,4-Haphthoquinone
4.00
104000
---
U
---
U
81.
1-Naphthylamine
5,61
10,000
---
V
---
U
92.
2-Naphthylamine
4,62
30.000
---
U
---
V
83.
2-Nitroaniline
3.61
50.000
---
U
---
U
84.
3-Nitroaniline
4,81
50,000
---
U
---
U
859
4-Nitroaniline
4,22
20.000
---
V
---
U
86,
5-Nitro-O-Toluidine
4,01
10,000
---
U
---
V
87.
N-Nitroeodi-n-butylamine
3,63
10,000
---
U
---
V
88.
N-Nitroeodiethylamine
3,63
20,000
---
U
---
U
89,
N-Nitroeomethylethylamine
3.83
100000
---
U
---
U
90,
N-Nitroeopiperidine
5,19
20,000
---
U
---
U
91.
N-Nitroeopyrrolidina
2,89
10,000
---
U
---
U
92,
Parathion
3,12
109000
---
U
---
V
93,
Pentachlorobenzene
3.92
10,000
---
U
---
U
94,
2entachloronitrobenzene
3,71
20,000
---
U
---
U
J Hetimated value between the MDL and MRL, U • Below ALL Quantitation Limits.
Page: 5

Environment 1, I IIME
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
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: 12/11/19
DURHAM, NC 7703 DATE EXTRACTED: 12/16/19
DATE REPORTED: 02/07/20
REVIEWED HY:
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
PARAMETERS, ug/l
Date
MDL
Analyzes
MRL
01/23/20
MW-3D
01/23/20
MW-3A
95,
Phenacetin
4.41
20,000
---
U
---
U
96.
1,4-Ban zenedlamine
2,99
10,000
---
u
---
B
99,
Phorate
3,06
10,000
•--
U
---
U
90.
Pronamide
3,69
10,000
---
D
---
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
3.9E
10,000
---
U
---
U
104,
0,0,0-Triethyl Phoephorothloate
3.61
10,000
---
U
---
U
105.
Hexachloroethene
1.49
10,000
---
u
---
D
106,
Ieodrin
3.11
20400
---
D
---
B
J = Estimated value between the MDL and MR[., U = eelOW ALL Quantitatlon Limlte.
Page: 6

Drinking Water ID: 37715
Wastewater I➢: 10.
GREENVILLEI 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 DRa STE 100 DATE COLLECTED: 12/11/19
DURHAM, NC 27703 DATE REPORTED: 02/07/20
REVIEWED BY:
LANDFILL APPENDIX II
F.DA MRTFnn R260D R4(18)
Page: 1
PARAMHTERS, ug/1
Date
MOL
Analyzed
HAL
12/17/19
Mw-IS
12/20/19
Mw-1D
12/19/19
MW-2s
12/18/19
MW-2D
12/18/19
Mw-39
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
---
V
---
U
---
U
---
U
---
U
4,
Chloroethane
0.40
30.000
---
U
---
V
---
U
---
U
---
U
5,
Trichlorofluoromethane
0,24
1.000
---
U
---
U
---
U
---
V
---
U
6.
1,1-Dichloroethene
0,17
5.000
---
V
---
U
---
U
---
U
---
U
9,06
100,000
---
U
---
U
11.30
J
---
U
---
U
7,
Acetone
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
---
V
---
U
---
U
---
U
11.
trans-1,2-Dichloroethene
0,23
5,000
---
V
---
U
---
U
---
V
---
U
12.
1,1-Dichloroathane
0,20
5.000
---
U
---
U
---
V
---
U
---
V
13.
Vinyl Acetate
0,20
50,000
---
U
---
U
---
U
---
U
---
V
14.
Cis-1,2-Dichloroethene
0.25
5.000
---
U
---
U
---
U
---
U
---
V
2.31
300.000
---
V
---
D
---
U
---
U
---
V
15.
2-eutanone
0.27
3.000
---
U
---
U
---
V
---
U
---
U
16.
17,
Bromochloromethane
Chloroform
0.25
5.000
---
U
---
U
---
U
---
V
---
V
18,
1,1,1-Trlchloroathane
0,19
1.000
---
U
---
U
---
U
---
U
---
U
19,
Carbon Tetrachloride
0,04
0,200
---
V
---
U
---
U
---
U
---
U
0,24
1.000
---
V
---
V
0.44
J
---
U
1.81
20,
Benzene
21,
1,2-Dichloroathane
0.02
0.200
---
U
---
U
---
U
---
U
---
U
22,
Trichloroethene
0,23
1,000
---
U
---
U
---
U
---
V
---
U
23,
1,2-Diohloropropane
0.04
0,200
---
U
W.
U
---
U
---
U
0.04
J
24,
Bromodichloromethane
0,04
0,200
---
U
---
U
---
U
---
U
---
U
25.
Cie-1,3-Dichloropropens
0.06
0.200
---
U
--•
V
---
V
---
U
---
U
26,
4-Methyl-2-Pentanone
1.19
1004000
---
U
---
U
---
U
---
U
---
U
0,23
1.000
---
U
0.24
J
---
U
---
U
•--
V
27,
Toluene
28.
trans-1,3-Dlchloropropens
0,04
0.200
---
U
---
U
---
V
---
U
---
U
29,
1,1,2-Trichloroethane
0,03
0.200
---
U
---
U
---
U
---
V
---
U
30,
Tetrachloroethene
0.10
0.200
---
U
---
U
---
V
---
U
---
U
31.
2-Hexanone
1,57
50,000
---
U
---
U
---
U
---
V
---
U
32.
Dibromochloromethane
0,03
0,200
---
U
---
U
---
U
---
V
--•
U
0.03
0,200
---
U
---
U
0,07
J
---
U
0.05
J
33.
1,2-Dibromoethane
34,
Chlorobenzene
0.30
3,000
---
U
---
V
---
U
---
U
---
U
35.
1,1,1,2-Tetrachloroethane
0,22
1.000
---
U
---
U
---
U
---
V
---
U
36,
Ethylbenzene
0.21
1.000
---
U
---
U
---
U
---
U
---
U
37,
Aylenes
0.68
5.000
---
V
---
U
---
U
---
U
---
U
38.
Dibromomethane
0,28
10,000
---
V
---
U
---
U
---
U
••-
U
39.
Styrene
0.19
1.000
---
U
---
U
---
U
---
U
---
U
40,
Bromoform
0.20
3,000
---
U
---
U
---
V
---
V
---
U
0,03
0,200
---
U
---
U
0.12
J
---
V
0,13
J
41,
1,1,212-Tetrachloroethane
42,
1,2,3-Trichloropropane
0.09
0.200
---
U
---
V
---
V
---
V
---
V
43,
1,4-Diohlorobenzene
0,39
1,000
---
U
---
V
---
U
---
U
---
U
44.
1,2-Diohlorobenzene
0,32
5.000
---
U
---
U
---
U
---
U
---
U
45,
1,2-Dibromo-3-Chloropropane
0.07
0,200
---
V
---
U
---
U
---
V
--•
U
46,
Acrylonitrile
2.72
200.000
---
U
---
U
---
U
---
V
---
U
47,
trans-1.4-Dichloro-2-Butene
0,42
100.000
---
U
---
U
---
V
---
U
---
U
J Estimated value between the HDL and MRL, U ealow ALL Quantltation Llm Ste.

�6l�C�Of�Do u @d Drinking Water IDS 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) C7rIENT ID: 6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/11/19 Page: 2
DURHAM, NC 27703 DATE REPORTED: 02/07/20
REVIEWED BY:
LANDFILL APPENDIX II
F.PA M12THOD 8290D R4 (18)
PARANETHRS, ug/l
Date
NDL
Analyzed
NRL
12/17/19
NN-18.
12/21119 1
NN-lD
12/18/19
NE
12/10/19
NW-2D
12/18/19
NN-38
48,
Acrolein
1,97
4.000
---
U
---
U
---
U
---
V
---
U
49.
Allyl Chloride
0,20
10,000
---
D
---
U
---
U
---
V
---
U
50.
Chloroprene
0,21
20,000
---
U
---
U
---
U
---
U
---
U
52.
1,3-Dichlorobenzene
0,41
5.000
---
U
---
U
---
U
---
V
---
V
52.
Dichlorod151uoromethane
0.51
5.000
---
U
---
U
---
U
---
U
---
U
53.
1,3-Dichloropropane
0,26
1.000
---
U
---
U
---
U
•--
U
---
U
54,
2,2-Dichloropropane
0.17
15.000
---
p
---
U
___
D
--'
U
'--
u
55,
1,1-Dichloropropane
0.22
5.000
---
U
---
U
---
U
---
V
---
U
56,
Ethyl Nethacrylate
0.16
10.000
---
U
---
U
---
U
---
U
---
U
57,
Hexachlorobutadiene
0.10
0,200
---
V
---
V
---
U
---
V
---
V
58,
IBobutyl Alcohol
12,80
100,000
---
V
---
U
---
U
---
U
--•
V
59,
Nethacrylonitrile
1,93
100,000
---
U
---
U
---
u
---
U
---
U
60,
Methyl Nethacrylate
0.25
30.000
---
V
---
U
---
U
---
U
---
U
61,
Naphthalene
0,47
6.DD0
---
U
---
U
4,14
C
---
U
---
u
62,
Propionitrile
3,26
150,000
---
U
---
❑
---
U
---
U
---
u
63.
1,2,4-Trichlorobenzene
0.50
10,000
---
U
---
U
---
U
---
U
---
U
64,
Acetonitrile
36,29
55v00D
---
V
---
D
---
U
---
V
---
U
0,39
1.000
---
U
122,00
27.90
---
V
23.10
65,
Tetrahydrofuran
66,
1,4-Dioxane
2,71
3.000
4,39
---
U
129.00
---
U
326,00
S = Setlmated value between the NDL and MRL, U HeLow ALL Cuentltation L1mitB.

Environment 1, Incorporated
Drinking Water ID: 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
ENE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DRe STE 100 DATE COLLECTED: 12/11/19
DURHAMp NC 27703 DATE REPORTED: 02/07/20
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
PARAMSTERS, ug/l
Date
MDL
Analyzed
MRL
12/18/19
MW-3D
12/10/19
MW-3A
12/18/19
Trip
Blank
1,
Chloromethane
0,77
3,000
---
V
---
U
---
U
2,
Vinyl Chloride
0,12
0.200
---
U
---
U
---
U
3,
Bromomethane
0.67
10.000
M.
V
---
V
---
U
4,
Chloroethane
0,48
10,000
---
U
---
U
-'-
U
5.
Trichlorofluoromethane
0.24
1.000
---
U
---
D
---
U
6.
1,1-Dichloroethene
0.17
5.000
---
U
--•
U
---
U
7,
Acetone
9.06
100.000
---
U
11,20
J
---
U
8,
Iodomethane
0,26
30.000
---
U
---
V
---
V
9,
Carbon Disulfide
0,23
100,000
---
u
---
U
---
U
10.
Methylene Chloride
0.64
1.000
---
U
---
U
---
U
11,
trans-1,2-Dichloroethene
0,23
5.000
---
U
---
U
---
V
12.
1,1-Dichloroethane
0,20
5.000
---
u
---
V
---
U
13,
Vinyl Acetate
0.20
50,000
---
u
---
U
---
U
14,
Cie-1,2-Dichloroethene
0.25
5,000
---
U
---
V
---
U
15,
2-Butanons
2.21
1004000
---
V
---
U
---
16.
Bromochloromethans
0627
3,000
---
U
---
U
---
V
17.
Chloroform
0.25
5.000
---
u
--'
U
---
U
18,
11111-Trichloroethane
0.19
1.000
---
U
---
U
---
U
19,
Carbon Tetrachloride
0,04
0,200
---
V
-•-
U
---
U
20,
Benzene
0,24
1.000
---
V
1,49
---
U
21.
112-Dichloroethane
0,02
0,200
---
U
---
U
---
U
22,
Trichloroethane
0.23
1.000
---
U
---
U
---
U
23.
1,2-Dichloropropane
0.04
0,200
---
U
---
V
---
V
24,
eromodichloromethane
0.04
0,200
---
U
---
U
---
U
25.
Cie-1,3-1pichloropropane
0.06
0.200
---
U
---
U
---
U
26.
4-Nethyl-2-Pentanone
1.19
1009000
---
U
---
U
---
U
27,
Toluene
0,23
1.000
---
U
--'
U
---
U
28,
trans-1,3-Dichloropropane
0,04
0.200
---
U
U
---
U
29.
1,1,2-Trichloroethane
0.03
0,200
---
U
•--
U
---
U
30.
Tetrachloroethens
0.30
0,200
---
U
---
U
---
V
31,
2-Rexanone
1.57
50,000
---
V
---
U
---
V
32.
Dlbromoc hloromethane
0.03
0.200
---
V
U
---
U
33,
1,2-Dibromoethane
0.03
0,200
---
U
---
V
---
U
34,
Chlorobenzene
0.30
3.000
---
U
---
U
---
0
35.
1,1,1,2-Tetrachloroethans
P.22
1.000
---
V
---
U
---
V
36.
Ethylbenzens
0,21
1.000
---
U
---
U
---
V
37.
Sylenes
0.68
5.000
---
U
---
U
---
U
38.
Dlbromomethane
0.28
30.000
___
U
-__
U
___
U
39.
Styrene
0.19
1.000
---
U
---
U
---
u
40,
Bromoform
0.20
3.000
---
U
---
U
---
V
41.
1,1,2,2-Tetrachloroethane
0,03
0,200
---
U
0.19
a
---
U
42.
1,2,3-Trichloropropane
0.09
0.200
---
V
---
U
---
U
43,
1,4-Dichlorobenzens
0.39
1,000
---
U
---
U
---
U
44,
1,2-Dichlorobenzene
0.32
5.000
---
V
---
U
---
U
45.
1,2-Dibromo-3-Chloropropane
0,07
0.200
--•
V
---
U
---
V
46,
Aorylonitrile
2,72
200,000
---
V
---
U
---
U
47.
trans-1,4-Dichloro-2-Butane
0,42
100,000
---
U
---
U
---
u
g v Estimated value between the MOL and MRL, V a Below ALL Quantltation Limits.
Page: 3

Environment 1,
�d Drinking Water IDI 37715
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
ENE [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: 12/11/19 Page: 4
DURHAM, NC 27703 DATE REPORTED: 02/07/20
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 82601) R4(18)
PARAMETERS, ug/l
Date
NDL
Analysed
MRL
12/10/19
NW-3D
12/19/19
HW-3A
12/18/19
Trip
Blank
48,
Acrolein
1.97
4,000
---
U
---
U
---
u
49,
Allyl Chloride
0,20
10,000
---
U
---
v
---
u
50,
Chloroprene
0,21
20,000
---
U
---
u
---
u
51,
1,3-Dichlorobenaene
0.41
5,000
---
V
---
u
---
v
52.
Dlchlorodifluoromethane
0.51
5.D00
---
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-Dichloropropane
0,22
56000
---
U
---
U
---
u
56,
Ethyl Mathacrylate
0.16
10.000
---
u
---
V
---
u
57,
Hexachlorabutadiene
0.10
0.200
---
u
---
u
---
U
58.
Isobutyl Alcohol
12,80
100,000
---
u
---
u
---
u
59,
Methacrylonitrils
1,93
100,000
---
U
---
u
---
u
60.
Methyl Mathacrylate
0,25
30,000
---
u
---
u
---
u
61,
Naphthalene
0,47
6.000
---
U
---
u
---
V
62.
Propionitrile
3,26
150.000
---
u
---
U
---
V
63.
1,2,4-Trichlorobenaene
0,50
10.00D
---
u
---
u
---
u
64,
Acetonitrlle
36,29
55.000
---
u
---
u
---
V
65,
Tetrahydrofuran
0.39
1.000
---
U
20,50
---
u
66,
IADioxane
2,71
3.000
---
U
257.00
---
v
S EeCSmdted value between the MDL and MRL, v e Below ALL Quantit ration Limits.

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Environment 1, Inco
GREENVILLE, N.C. 2fOUO
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR, STE 100
DURHAM, NC 27703
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
METHOD BLANK RESULTS
6003 A
JP
12/11/19
12/17/19 -
12/18/19
02/21/20
PARAMETERS, ug/1
hIDL
MRL
Concentration
1, Chloromethane
0,77
3,00
-- U
2. Vinyl Chloride
0,12
0.20
--- U
3. Bromomethane
0.67
10.00
- D
4. Chloroethane
0,48
10.00
-- U
Be Trichlorofluoromethane
0,24
1,00
- U
6. 1,1-Dichloroethene
0.17
5.00
--- U
7. Acetone
9.06
100.00
-- U
8, Iodomethane
0.26
10,00
-- U
9. Carbon Disulfide
0.23
100.00
- U
10, Methylene Chloride
0,64
1,00
--- U
11. trans-1,2-Dichloroethene
0,23
5,00
--- U
12. 1,1-Dichloroethane
0,20
5.00
--- U
13. Vinyl Acetate
0920
50.00
--- U
14. cis-1,2-Dichloroethene
0.25
5,00
--- U
15. 2-Butanone
2.21
100,00
-- U
16. Bromochloromethane
0.27
3.00
-- U
17. Chloroform
0,25
5.00
- U
18. 1,1,1-Trichloroethane
0.19
1.00
--- U
19, Carbon Tetrachloride
0.04
1 0.20
-- U
20, Benzene
0,24
1.00
- U
21. 1,2-Dichloroethane
0,02
0,20
--- U
22. Trichloroethene
0.23
1.00
- - U
23. 1,2-Dichloropropane
0,04
0,20
--- U
24. Bromodichloromethane
0,04
0.20
- U
25, cis-1,3-Dichloropropene
0.06
0,20
--- U
26. 4-methyl-2-Pentanone
1.19
100.00
--- U
27, Toluene
0,23
1.00
- U
28. trans-1,3-Diohloropropene
0.04
0.20
--- U
29. 1,1,2-Trichloroethane
0,03
0.20
--- U
30. Tetrachloroethene
0.10
0.20
- U
31. 2-Hexanone
1.57
40,00
- U
32, Dibromochloromethane
0.03
0,20
- U
33. 1,2-Dibromoethans
0.03
0.20
--- U
34. Chlorobenzene
0.30
3.00
- U
35. 1,1,1,2-Tetrachloroethane
0.22
1.00
--- U
36. Ethylbenzene
0,21
1,00
--- U
37, Xylenes
0,68
5.00
--- U
38. Dibromomethane
0,28
10.00
-- U
39, Styrene
0,19
1.00
--- U
40. Bromoform
0.20
3,00
- U
41. 1,1,2,2-Tetrachloroethane
0,03
0,20
--- U
42. 1,2,3-Trichloropropane
0,09
0,20
--- U
43. 1,4-Dichlorobenzene
0.39
1.00
--- U
44. 1,2-Dichlorobenzene
0.32
5.00
--- U
45. 1,2-Dibromo-3-Chloropropane
0.07
0.20
--- U
46. Acrylonitrile
2,72
200.00
--- U
47, trans-1,4-Dichloro-2-Butene
0.42
100.00
1 --- U
48, Acrolein
1,97
4.00
- U
49. Allyl Chloride
0:20
10.00
--- U
50. Chloroprene
0.21
20,00
--- U

Environment 11
GREENVILLCI N.C. 41DUO
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR, STE 100
DURHAM, NC 27703
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
i
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
METHOD BLANK RESULTS (continued)
6003 A
JP
12/11/19
12/17/19 -
12/18/19
02/07/20
PARAMETERS, ug/1
MOL
MRL
Concentration
51. 1,3-Dichlorobenzene
0.41
5.00
--- U
52. Dichlorodifluoromethane
0.51
5.00
--- U
53. 1,3-Dichloropropane
0.28
1.00
--- U
54, 2,2-Dichloropropane
0,17
15.00
--- U
55. 1,1-Dichloropropane
0.22
5,00
--- U
56, Ethyl Methacrylate
0,16
10.00
--- U
57. Hexachlorobutadiene
0.10
0,20
--- U
58, Isobutyl Alcohol
12,80
100,00
--- U
59. Methacrylonitrile
1.93
100,00
--- U
60, Methyl Methacrylate
0,25
30,00
--- U
61, Naphthalene
0.47
6.00
--- U
62, Propionitrile
3,26
150:00
--- U
63. 1,2,4-Trichlorobenzene
0.50
50.00
--- U
64, Acetonitrile
36,29
55,00
- U
65, Tetrahydrofuran
0.39
1900
--- U
66. 114-Dioxane
2.71
3,00
--- U

Environment 1, Incorporated
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
ENE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D
LANDFILL)
CLIENT ID:
6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
ANALYST:
JP
4021 STIRRUP CREEK DR,
STE 100
DATE COLLECTED:
12/11/19
DURHAM, NC 27703
DATE ANALYZED:
12/20/19 -
12/21/19
DATE REPORTED:
02/21/20
REVIEWED BY: zz
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
METHOD BLANK RESULTS
PARAMETERS, ug/1
hIDL
MRL
Concentration
1. Chloromethane
0,77
3,00
--- U
2. Vinyl Chloride
0.12
0.20
--- U
3. Bromomethane
0,67
10.00
--- U
-----------------------
4. Chloroethene
0.48
10.00
--- U
S. Trichlorofluoromethane
0,24
1.00
--- U
6, 1,1-Dichloroethene
0,17
5.00
--- U
7. Acetone
9.06
100.00
--- U
S. Iodomethane
0,26
10,00
--- U
9, Carbon Disulfide
0,23
100,00
--- U
10, Methylene Chloride
0,64
1.00
--- U
11. trans-1,2-Dichloroethene
0.23
5.00
--- U
12. 1,1-Dichloroethene
0.20
5,00
--- U
13. Vinyl Acetate
0,20
50..00
--- U
14. cis-1,2-Dichloroethene
0.25
5,00
--- U
15, 2-Butanone
2,21
100.00
--- U
16. Bromochloromethane
0.27
3,00
--- U
17. Chloroform
0.25
5.00
--- U
18, 1,1,1-Trichloroethane
0,19
1.00
--- U
19. Carbon Tetrachloride
0.04
0,20
--- U
20. Benzene
0,24
1.00
--- U
21, 1,2-Dichloroethane
0.02
0,20
--- U
22, Trichloroethene
0.23
1,00
-- U
23, 1,2-Dichloropropane
0,04
0,20
--- U
24. Bromodichloromethane
0.04
0.20
--- U
25. cia-1,3-Dichloropropane
0,06
0.20
--- U
26. 4-methyl-2-Pentanone
1.19
100.00
--- U
27, Toluene
0,23
1,00
--- U
28. tran9-1,3-Dichloropropane
0.04
0,20
--- U
29. 1,1,2-Trichloroethane
0.03
0,20
--- U
30. Tetrachloroethene
0.10
0.20
--- U
31. 2-Hexanone
1.57
40.00
--- U
32, Dibromochloromethane
0.03
0,20
- U
33, 1,2-Dihromoethane
0,03
0,20
--- U
34. Chlorobenzene
0.30
3.00
--- U
35. 1,1,1,2-Tetraohloroethane
0..22
1.00
--- U
36. Ethylbenzene
0.21
1.00
--- U
37, Xylenes
0.68
5.00
--- U
36, Dibromomethane
0,28
10,00
--- U
39, Styrene
0.19
1.00
--- U
40, Bromoform
0,20
3.00
- U
41. 1,1,2,2-Tetrachloroethene
0.03
0.20
--- U
42. 1,2,3-Trichloropropane
0.09
0,20
--- U
43, 1,4-Dichlorobenzene
0,39
1.D0
--- U
44. 1,2-Dichlorobenzene
0.32
5.00
--- U
45, 1,2-Dibromo-3-Chloropropane
0.07
0.20
--- U
46. Acrylonitrile
2.72
200.00
--- U
4-Dichloro-2-Butene
0.42
U47
Arle
1.97.al,
4.00
--- U
49.
020
10,00
U
n
50Chloropree
0.21
20,00
--- U

Environment
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
A4EC POSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
REVIEWED BY:
CLIENT ID:
ANALYST;
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
METHOD BLANK RESULTS (continued)
PHONE [phone]
FAX [phone]
6003 A
JP
12/11/19
12/20/19 -
12/21/19
02/07/20
pARAMETER9, ug/1
AIDL
MRL
Concentration
51, 1,3-Dichlorobenzene
0,41
5.00
--- U
52. Dichlorodifluoromethane
0,51
5.00
--- U
53, 1,3-Dichloropropane
0.28
1,00
--- U
54, 2,2-Dichloropropane
0,17
15,00
--- U
55. 1,1-Dichloropropane
0.22
5,00
--- U
56. Ethyl Methacrylate
0,16
10,00
--- U
57. Hexachlorobutadiene
0,10
0.20
--- U
58. Isobutyl Alcohol
12.80
100,00
--- U
59. Methacrylonitrile
1.93
100.00
--- U
60. Methyl Methacrylate
0,25
30.00
--- U
61. Naphthalene
0,47
6.00
--- U
62, Propionitrile
3.26
150.00
--- U
63. 1,2,4-Trichlorobenzene
0.50
50.00
--- U
64. Acetonitrile
36,29
55.00
--- U
65, Tetrahydrofuran
0.39
1.00
--- U
66, 1,4-Dioxane
2,71
3.00
--- U

Environment 1, Inco
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHUR3T (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR, STE 100
DURHAM, NC 27703
REVIEWED BY: e�
CLIENT ID:
6003 A
ANALYST:
JP
DATE COLLECTED:
12/11/19
DATE ANALYZED:
12/17/19 -
12/18/19
DATE REPORTED:
02/21/20
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
SURROGATE RECOVERY RESULTS
Sample Name
Limits
($ recovery)
1,2-DCA-d4
($ recovery)
Toluene-d8
($ recovery)
4-BFB
($ recovery)
Continuing Calibration std.
Method Blank
70-130
70-130
100
102
100
102
101
101
MW-1S
70-130
105
101
101
MW-2S
70-130
106
102
102
MW-2D
70-130
105
100
101
MW-3S
70-130
106
101
102
MW-3D
70-130
106
102
102
MW-3A
70-130
106
101
103
Txip blank
6003 MW-13 M.S.
70-130
70-130
101
99.1
102
98.4
101
98.2
6003 MW-IS M.S.D.
70-130
99,4
98.6 99.8

Environment 1, Incorporated
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: L % oe
�.
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
SURROGATE RECOVERY RESULTS
PHONE (252) 756-u2vu
FAX [phone]
6003 A
JP
12/11/19
12/20/19 -
12/21/19
02/21/20
Sample Name
Limite
(8 recovery)
1,2-DCA-d4
(8 recovery)
Toluene-d8
(& recovery)
4-HFB
(B recovery)
Continuing Calibration std.
70-130
98.3
99.1
100
Method Blank
70-130
106
101
MW-ID
70-130
105
105
101
6003 SW-4 M.S.
70-130
106
107
102
6003 SW-4 M.S,D.
70-130
96.9
99.8 101

Environment 1,
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 A
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/11/19
DURHAM, NC 27703 DATE ANALYZED: 12/17/19 -
12/18/19
DATE REPORTED: 02/21/20
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
MATRIX SPIKE/MATRIX SPIKE DUPLICATE RESULTS
Sample Spiked:
(6003)
Mw-lS
Spike
Amount
Ug/l
Sample
Result
Ug/1
Spikes
Result
Ug/l
Spike
Recovery
(70-130%)
Spike Dup.
Result
Ug/l
Spike Dup.
Recovery
(70-130%)
MS/MSD
RPD
(20&)
1,1-Dichloroethene
2060
--- U
21.33
107
21,60
108
1.3
Benzene
20.0
-- U
22,04
110
22,68
113
2.9
Trichloroethene
20.0
-- U
22.02
110
22.84
114
3.7
Toluene
20.0
-- U
21.47
107
22.48
112
4.6
Chlorobenzene
20..0
- U
20.83
104
21,76
109
4.4
LAEORATORY CONTROL SAMPLE RE 3ULTS
Sample Compound;
Spike
Amount
Ug/l
Spike
Result
Ug/1
Spike
Recovery
(70-130%)
1,1-Dichloroethene
20,00
20.83
104
Benzene
20.00
20,49
102
Trichloroethene
20,00
20.83
104
Toluene
20,00
21.02
105
Chlorobenzene
20.00
2FO,44
102

Environment 1(Incorporated
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C 6D LANDFILL) CLIENT ID:
AMEC FOSTER WHEELER
ENVIRONMENT 6 INFRASTRUCTURE ANALYST:
4021 STIRRUP CREEK DR, STE 100 DATE COLLECTED:
DURHAM, NC 27703 DATE ANALYZED:
DATE REPORTED:
REVIEWED BY: 4
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
MATRIX SPIKE/MATRIX SPIKE DUPLICATE RESULTS
FAX k2j 756-0633
6003 A
JP
12/11/19
12/20/19 -
12/21/19
02/21/20
Sample Spiked:
(6003)
SW-4
Spike
Amount
Ug/1
Sample
Result
Ug/1
Spike
Result
Ug/1
Spike
Recovery
(70-130%)
Spike Dup.
Result
Ug/1
Spike Dup.
Recovery
(70-130%)
MS/MSD
RPD
(20%)
1,1-Dichloroethene
20.0
- U
20.25
101
23,32
117
14.1
Benzene
20.0
-- U
19.07
95.4
22,48
112
16.4
Trichloroethene
20.0
-- U
18,74
93.7
22,67
113
19.0
Toluene
20.0
-- U
18.90
94.5
22.50
113
17.4
Chlorobenzene
20.0
- U
18.66
93.3
22.01
110
16.5
LABORATORY CONTROL SAMPLE RESULTS
Sample Compound:
Spike
Amourtt
Ug/l
Spike
Result
Ug/1
Spike
Re00veiy
(70-13094)
1,1-Dichloroethene
20.00
19.63
98.2
Benzene
20.00
19,93
99.7
Trichloroethene
20,00
20.40
102
Toluene
20.00
20.27
101
Chlorobenzene
20.00
19.94
99.7

Environment 1, Incorporated
114 CAKMONT
GREENVILLE, N.C. 27858 FAX [phone]
ID#: 6003 B
JUDSON WHITEHURST (C&D LANDFILL)
AMEC POSTER WHEELER
ENVIRONMENT19
0
& INFRASTRUCTURE DATE COLLECTED: 2/
4021 STIRRUP CREEK DR. STE 100 DATE REPORTED 2/21//20
DURHAM INC 27703
REVIEWED BY:
MW-9A MW-1D MW-11 MW-13 MW-12B Analysis Method
Date Analyst Code
PARAMETERS MDL MAL
PH (field m eu a ant), Unite 7.1 6.6 6.7 6,4 6.7 12/12/19 BY 4500HB-11
Nitrate Nitrogen as N, mg/l 0.009 0.04 --- V --- U --- V loll - U 12/13/19 AKB 353*2 R2-9
Alkalinity (to BE 9.5), mg CaCO3/1 1.0 1.0 198 1D90 828 U 19D U 1580 U 12/18/19 SSJ 4500CNS111
Cyanide, ug/l 5.0 5.0 --- V --- U
Sulfate, mg/3 5.0 5.0 107 45.2 197 124 5.4 11/16/19 88J 9500804281
Antimony, ug/l 0,03 1.0 0.05J 0.18 J 0,36 J 0111 J 0,31 J 02/03/20 NAB EPA200.8
Arsenic, ug/1 0,08 5.0 --- U 5.5 4.6J - V 29 02/19/20 NAB EPA200.8
0.32 300 62 267 131 77 589 01/17/20 LFJ HPA200.7
.
Barium, ug/1 - --- U 01/03/2D NAB BPA20068
Beryllium, ug/l 0,02 140 --- U 0,02 J 0,04 J - - O
Cadmium, ug/1 0,04 1.0 --- U 0.05 J --- U --- U - U 02/19/20 NAB SPA200,8
0,02 1.0 0051 J 2,6 2.4 0.49a 303 02/03/20 NAB EPA200.0
Cobalt, u9/1
Total Chromium, ug/l 0o12 Soo --- u 21 --- U - 44 01/07/20 NAB SPA200.8
V
copper, u9/3 1,47 10.0 2 J 5 J 2 J --- U 3 J 01/17/20 LPJ BPA200.7
327 24410 577 1710 01/31/20 NAB 3111E-11
Iran, ug/1 12.08 50.0 3528
Manganese, ug/1 0.31 10.0 250 150 418 25 570 02/03/20 LPJ 8PA200,7
Lead, ug/1 0,03 5.0 0.06 J 0.05 J 0.05 J 0.16 J V 0
12/26/19 HIM 245,1R3-9
Mercury, ug/1 D.05 0,20 --- V D.05 J --- U 01/09/20 HIM 245.1 R3-9
Mercury, ug/1 0.05 0.20 -- U --- U
Nickel, ug/l 0.03 10.0 5.2 J 18.0 14*6 8.2J 14.7 02/03/20 NAB HPA200.8
0.05 10.0 0*62 J 714J 3.5J 1.4a 16 02/04/20 NAB SPA200.8
selenium, ug/1 -- U 02/03/20 NAB UPA200.8
Silveri ug/1 0.22 5.0 --- V U U
Thallium, USA 042 1.0 0,06 J 0.05 J 0,02 J 0,04 J -- U 02/04/20 NAB SPA200.8
Tin, ug/l 0405 100*0 0.16 J --- U 0.19 J --1U 0.460 J 02/03/20 NAB EPA20OPS
02/03/20 LPJ EPA200.7
Vanadium, ug/l 0.20 1.0 1 11 3
zinc, ug/l 1.10 10.0 8 J 6 J 1.4J 7 J - 8 J 02/03/20 LPJ SPA200.7
sulfide, ug/1 100 1000 -- U 849 J --- U 592 J -- U 12/16/19 LPJ 4500S2D-11
Conductivity (at 250), uMhes/cm 1.0 1.0 653 2526 1743 609 3956 11/12/19 PJC 1530B-11
Dissolved Oxygen, mg/l 0.1 0.1 0.99 2*24 0.29 0*40 1.06 12/12/19 PJC 450000-11
Tempe rnture, °C 14 14 11 17 14 12/12/19 BP 2550E-10
Static Water Level, feat 5*96 3,82 3,62 9,75 5,26 12/12/19 BY
23*17 22,73 23,84 20,68 22,93 12/12/19 BP
Well Depth, feet +55 +119 +87 +49 +123 12/12/19 HP 1580E-11
OAP, m"
Turbidity (Field), NTU 140 1.0 7424 7,82 7,55 6,88 1.74 32 /12/19 HP 1130B-11
J 8etlmated value between the MDL and MRL, U e Below ALL Quantlt atlon Limlte.

Environment 1, Incorporated
GREENVILLE, N.C. 27858
t9aat&water IDi 10
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 H
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: HIC
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE EXTRACTED: 12/18/19
DATE ANALYZED: 01/04/20
REVIEWED BY: DATE REPORTED: 02/21/20
PESTICIDES AND PCB'S
F.Da MR.TUnn An RlA R2t071
PARAMSTERB, u911
HDL
MRL
MH-9A
MW-10
MN-31
Mw-13
MN-12e
1,
Aldrin
0,029
00050
---
U
---
U
---
U
---
U
---
u
2.
Alpha-BHC
0,032
01050
---
U
--•
U
---
V
---
U
---
V
3.
Beta -HNC
0,031
0,050
---
U
---
U
---
U
---
U
M.
U
0,030
00050
---
U
---
U
---
U
---
U
---
U
4,
Delta-BHC
5.
Gamma-BHC (Llndane)
0.032
01050
---
U
---
U
---
U
---
U
---
U
6,
Chlordane
04320
0,500
+--
U
---
U
---
U
---
U
---
V
7,
4,4-DDD
0.051
0,300
---
U
---
V
---
U
---
V
---
U
8,
404-DDB
0,049
0.100
---
U
---
U
---
U
---
U
---
U
9.
4,4-DDT
0.052
0.300
---
❑
---
U
---
U
---
U
---
V
10,
Dieldrin
0,042
0.075
---
U
---
V
---
U
---
U
---
U
11,
Endoeulfan I
0.056
0.100
---
U
---
V
---
U
---
U
---
U
12.
Endoeulfan II
0,046
0.100
---
U
---
U
-•.
U
---
U
-'-
U
13.
Endoeulfan Sulfate
0,072
0.100
---
V
---
V
---
U
---
V
---
U
14,
Sndrin
0.053
0.100
---
U
'--
U
---
U
...
U
--
U
15,
Endrin Aldehyde
0.06E
0.100
---
U
---
U
---
U
---
U
---
U
16,
Heptachlor
0,039
0.050
---
U
---
U
---
V
---
U
---
U
17.
Heptachlor Spoxlde
0,042
0.075
---
U
---
U
---
U
---
U
---
U
18,
Methoxychlor
0,530
1.000
---
U
---
U
---
U
---
U
---
U
19,
Pob's (AroclOre)
0.500
2.000
---
V
---
U
---
V
---
U
---
U
20,
Toxaphene
01690
1,500
---
U
•--
V
---
U
---
U
---
U
NOTE: EPA METHOD 8081B R2
(07):
Final Continuing Calibration verification exceeded control
limit for Heptachlor.
This analyte was not detected
in samples. Data not impacted.
S = Estimated Value between the MDL and MRL, U Below ALL Quantitatlon Limits,

Environment 1, Incorporated
GREENVILLE, N.C. 41000
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT IA: 6003 H
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: HIC
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE EXTRACTED: 12/19/19
DATE REPORTED: 02/21/20
REVIEWED BY:
LANDFILL APPENDIX II
n uvmvnn 91 S1 A R1 l9 A)
Date Analyzed
Ol/02/20
01/03/20
02/03/20
01/03/20
Ol/03/20
MW-9A
MW-ID
MW-11
MW-13
Mw-12e
PARAMETERS, ug/1 MDL MRL
1, 2,4-D
0.36
2.011
--- V
--- U
--- U
--- U
--- U
2, Dinoeab
0.54
1.000
--- U
--- U
--- U
V
V
3, 2,415-TP
0,42
2,000
--- U
--- V
--- V
--- U
--- U
4. 2,4,5-T
0.49
2,000
___ D
_-- U
__. U
___ U
___ U
J eetlmatad value between Cha MDL and MRL, U Below ALL Vuantitation Llm lte,

Environment 1, Incorporated
I I4 OAKMONT DRIVE
GREENVILLE, N.C. 27858
wastewater IDi 10
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 8
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE EXTRACTED: 12/16/19
DATE REPORTED: 02/21/20
REVIEWED BY:
SEMI -VOLATILE ORGANICS
PDA MPTRf373 M27nR RfifiBl
Page: 1
PARAMETERS, ug/1
Date
MDL
Analyzed
MRL
01/23/20
MW-9A
01/23/20
MW-10
12/28/19
NW-11
12/28/19
MW-13
12/2B/19
MW-12e
1.
Acenaphthene
2.66
10,000
---
u
---
U
---
U
---
U
---
u
2.
Acenaphthylene
2,60
10,000
---
U
---
u
---
U
---
❑
---
U
3,
Anthracena
2.97
30.000
---
V
---
U
---
V
U
u
4.
Benzo[alantrhacene
4,16
10.000
---
U
---
u
---
V
---
u
•--
u
5.
Benzo[b)fluotanthene
3,32
10,000
---
V
---
u
---
U
---
u
---
U
6,
Benzo[k)fluoranthene
4,23
10,000
---
U
---
V
---
U
---
U
-•-
u
7.
Benzo[9,h,1)perylene
2,61
10.000
---
u
---
u
---
u
---
u
---
u
B.
eenzo [al pyzene
3,27
10.000
---
U
---
u
---
U
U
---
V
9,
4-Bromophenyl Phenyl Ether
2,63
10.000
-•-
V
•--
U
---
V
---
V
•--
u
10,
Butyl Benzyl Phthalate
5.78
10,000
---
V
---
u
---
V
---
u
---
U
11,
Bie(2-Chloroethoxy) Methane
3,14
10,000
---
u
---
U
---
u
---
U
---
U
12.
Bie(2-Chloroethyl) Ether
2,59
10,000
---
U
---
u
---
u
---
u
---
u
13,
Bis(2-Chloro-l-msthylethyl) Ether
2.58
10,000
---
u
---
V
---
U
---
u
---
u
14.
2-Chloronaphthalene
2,17
10,000
---
u
---
V
---
u
---
u
---
V
l5.
4-Chlorophenyl Phenyl Ether
2,42
10,000
---
V
---
U
---
u
---
V
---
U
16.
Chryeane
9.04
30.000
___
U
___
u
___
u
___
V
___
u
17,
Dibenzo[a,h)anthracene
2,78
10,000
---
V
---
U
---
u
---
u
---
V
18.
Di-N-Butyl Phthalate
3,09
10,000
---
U
---
V
---
u
---
u
---
U
19.
DSmethyl Phthalate
3,78
10.000
---
u
---
V
---
u
---
U
---
U
20.
Diethyl Phthalate
3,92
10,000
---
U
---
u
---
u
---
U
---
V
21,
2,4-Dinitrotoluens
3,95
10,000
---
u
---
V
---
V
---
u
•--
V
22.
2,6-Dinitrotoluene
3,08
10.000
---
u
---
u
---
U
---
V
---
U
23,
Di-N-Dotyl Phthalate
2.B1
10,000
---
U
---
V
---
U
---
u
---
U
24.
Hie-(2-Ethylhexyl) Phthalate
9.97
15,000
---
U
---
U
---
V
---
V
-•-
u
25,
rluoranthene
3,92
10,000
-•-
V
---
U
---
V
---
❑
---
u
26,
Pluorene
2.95
10,000
---
V
---
U
---
u
---
U
---
u
27.
Hexachlorobenzene
2,61
10,000
---
U
---
U
---
U
---
V
---
u
28.
Haxachlorocyclopentadiene
4.16
10,000
---
u
---
V
---
V
---
u
---
V
29.
Indsno[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-Nitroeodlmethylamine
4,25
10.OD0
---
u
---
U
---
U
---
0
---
V
33.
N-Nitrosodiphenylamine
3.95
10,000
---
U
---
U
---
V
---
U
---
u
34.
N-Nitrosodl-N-Propylamine
4.06
10,000
---
U
---
u
---
U
---
U
---
u
35,
Phenanthrene
3.24
10.000
---
u
•--
U
---
u
---
u
---
V
36,
Pyrene
3,63
10,000
---
V
---
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,
0-Cresol
3,68
10.000
---
U
---
u
---
V
---
u
---
U
40,
P-Cresol
4,12
10.000
---
u
---
u
---
U
---
U
---
u
41.
2,4-Diahlorophen0l
5.19
10,000
---
U
---
V
---
U
---
u
---
V
42.
2,6-➢iahlorophenol
4.89
10,000
---
u
---
U
---
U
---
V
---
u
43.
2,4-Dimethylphenol
3,21
10,000
---
V
---
U
---
a
---
U
---
U
44.
4,6-Dinitro-2-Methylphenol
4.77
50.000
---
U
---
V
---
u
---
u
---
U
45.
2,4-Dlnitrophenol
4.37
50.000
---
U
---
V
---
u
---
V
---
V
46,
Ethyl Methaneeulfonate
5,26
20,000
---
u
---
V
---
u
---
u
•--
u
47,
Methyl Methaneeulfonate
4.92
10.000
---
u
---
V
---
U
•--
u
---
U
J Estimated value between the MDL and MRL, U Below ALL Quantltatlon Llmita.

Environment 1,
I [4 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:
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE EXTRACTED:
RATE REPORTED:
SEMI -VOLATILE ORGANICS
FAX [phone]
6003 B
JAP
12/12/19 Page: 2
12/16/19
02/21/20
PARANETERB, ug/l
Date
ML
Analyzed
MRL
01/23/20
MW-9A
01/23/20
NW-10
12/28/19
MW-11
12/28/19
NW-13
12/28 /19
MN-129
48.
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
10,000
---
U
---
U
---
U
---
u
---
u
54.
2,4,6-Trichlorophenol
3,84
10,000
---
U
---
V
---
U
---
V
---
U
55.
Aoetophenone
2.89
10,000
---
U
---
V
---
U
---
V
---
V
56.
2-Acetylaminofluorene
3.98
20.000
---
U
---
U
---
U
---
U
---
u
57,
4-Aminabiphenyl
4,12
20.000
---
U
--•
U
---
U
---
U
---
u
58,
Banzyl Alcohol
4,47
20,000
---
U
---
u
---
U
---
V
---
59.
4-Chloroanlline
3,36
20.000
---
U
---
V
---
U
---
U
---
V
60,
Chlorobenzilate
5,12
10,000
---
u
---
V
---
U
---
U
---
u
61.
Di
2.98
30.000
---
V
---
V
---
U
U
U
62.
Bllate
Dibenzofuran
4,28
10,000
---
u
---
U
---
U
---
u
---
U
63.
3,31-Dichlorobenzidine
4,22
20,000
---
u
•--
U
---
u
---
V
---
u
64,
Dimethoate
3,98
20,000
---
U
---
U
M.
U
---
U
---
V
65.
P-Dimethylaminoazobenzene
2,89
10.000
---
U
---
V
---
U
---
U
---
V
66.
7,12-Dlmethylbenz[a]anthracene
5.26
10,000
---
U
---
U
---
U
---
U
---
u
67.
3,3-Dimethylbenaldlne
3,21
10.000
---
V
---
U
---
u
---
U
---
U
68,
1,3-Dinitrobenzene
2,99
20.000
---
V
---
U
---
U
---
V
---
V
69.
Diphenylamine
5,10
10.000
---
U
---
U
•--
U
---
U
---
D
70.
Diaulfoton
4.28
10.000
---
U
---
D
---
U
---
U
---
D
71,
Famphur
3.98
20,000
---
U
---
V
---
V
---
U
---
U
72,
Rexachloropropene
4,31
10,000
---
U
---
U
---
U
---
U
---
u
73.
Ieoeafrole
2.88
10,000
---
U
---
u
---
U
---
U
---
u
74.
Kepone
2,79
20.000
---
U
---
u
---
U
---
V
---
V
75,
Methapyrilene
3,54
1009000
---
V
---
U
---
U
---
V
---
U
76.
3-Methyloholanthrene
4,21
MOOD
---
U
---
U
---
U
---
V
---
U
77.
2-Methylnaphthalene
3,79
10,000
---
U
---
V
---
u
---
V
---
U
78,
Methyl Parathion
4.32
10,000
---
U
---
U
---
U
---
U
---
u
79.
m-Creeol
3.81
10,000
---
V
---
U
---
U
---
U
---
U
80,
1,4-11aphthoqulnone
4.00
10.000
---
U
---
U
---
U
'--
V
---
V
el.
1-NaBAthylamine
5.61
10.000
---
u
--•
V
---
U
U
---
u
82,
2-Naphthylamine
4,62
10.000
---
U
---
V
---
V
---
U
•--
U
83.
2-Nitroanlllne
3161
50,000
---
U
---
U
---
U
---
V
---
V
84,
3-Nitroaniline
4.81
50,000
---
V
---
U
---
U
---
U
---
u
85.
4-Nitrcaniline
4,22
20.000
---
U
---
U
---
V
---
U
---
U
86.
5-Nitro-O-Toluldlne
4.01
10.000
---
U
---
u
---
U
--•
V
---
V
3.63
10,000
---
V
---
U
---
V
---
U
---
U
87,
88.
N-Nitroeodi-n-butylamine
N-Nitroeodlethylamine
3,93
20.000
---
U
---
V
---
V
---
U
---
u
89.
N-Nltroeomethylethylamine
3.83
10,000
---
U
---
V
---
U
---
U
---
U
90,
N-Nitroeopiperidlna
5.19
20,000
---
U
---
U
---
U
--•
U
---
U
91,
N-Nitroaopyrrolidfne
2,89
10,000
---
V
---
U
---
U
---
V
---
V
92,
Parathion
3,12
10,000
---
V
---
U
---
U
---
V
---
U
93,
Pentachlorobenzene
3,92
10.000
---
u
---
U
---
U
---
V
---
V
94.
Pentachloronitrobenzene
3.71
20,000
---
U
---
U
---
V
---
u
---
u
T Estimated Value between the MDL and MRL, V Below ALL Quantlt at ion Limits,

Environment 1, Inco
GREENVILLEI N.C. 27858
=b,
PHONE
(252)
756-6208
FAX
(252)
756-0633
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 8
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR9 STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE EXTRACTED: 12/16/19
DATE REPORTED: 02/21/20
REVIEWED BY:
SEMI -VOLATILE ORGANICS
Diva aewmwnn A77nw R6 (1R)
Page: 3
PARAMETERS, ug/l
Date
MDL
Analyzed
MEL
01/23/20
MW-9A
01/23/20
MW-10
12/28/19
Mw-ll
12/28/19
MW-13
12/2S/19
MW-12e
95,
Phenaaetin
4,41
20,000
--•
U
---
U
---
U
•--
U
---
U
96,
1,4-Banzenediamine
2.99
10,000
---
U
---
U
---
U
---
U
---
U
3,86
10,000
---
U
---
U
---
U
---
U
--•
U
97,
Phorate
98,
Pronemide
3,69
10.000
___
U
___
U
___
U
___
U
___
U
4.12
10.000
---
U
---
U
---
U
---
U
---
U
99,
SaFrale
100.
1,2,4,5-Tatraohlorobenzene
5,01
10,000
---
U
---
U
---
U
---
u
---
U
101,
Thionazin
4.62
20,000
---
U
---
U
---
U
---
D
---
U
102,
0-Toluidine
4,11
10,000
---
U
---
U
---
U
---
U
---
U
103,
1,3,5-Trinitrobenzene
3.98
104000
---
U
---
U
---
U
---
U
---
U
104.
0,0,0-Triethyl Phoephorothioate
3.61
10.000
---
U
---
U
---
U
---
u
"'"
U
105.
Hexachloroethane
1,49
10.000
---
U
---
U
---
U
---
U
---
U
306,
Ieodrin
3.11
20,000
---
U
---
U
---
U
---
U
---
U
J = Setimatad value between tha MDL and MRL, U Below ALL Quantltetlon Limlte.

Environment 1f Incor
GREENVILLE, N.C. 27858
Wastaweter IDt
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 8
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE ANALYZED: 12/18/19
DATE REPORTED: 02/21/20
REVIEWED BY:
LANDFILL APPENDIX II
7Gmn od 17 al
Page: 1
PARAMETERS, a9/1
MDL MRL
MW-9A
MW-10
MW-ll
MW-13
MW-1Re
1,
2.
3,
4,
5,
6,
7,
9.
9,
10,
11,
12.
13,
14,
15,
16,
17,
18,
19.
20,
21.
22.
23.
24.
25.
26,
27.
28.
29,
30,
31.
32,
33.
34.
35.
36,
37,
38.
39,
40,
41,
42.
43,
44.
45.
46,
47.
48.
Chloromethane
Vinyl Chloride
Bromomethane
Chloroathane
Trlchlorofluoromethane
1,1-Dichloroethena
Acetone
iodomethane
Carbon Disulfide
Methylene Chloride
trans-112-Dichloroethene
1,1-Dichloroethans
Vinyl Acetate
Cie-1,2-Dichloroethene
2-Butanone
Bromochloromethane
Chloroform
1,1,1-Trichloroethane
Carbon Tetrachloride
Benzene
1,2-Dichloroethane
Trichloroethane
1,2•Dichloropropane
Bromodichloromethane
Cie-1,3-Diahloropropene
4-Methyl-2-Pentanona
Toluene
Crane-1,3-Dichloropropene
1,1,2-Trichloroethane
Tetrachloroathene
2-Eexanone
Dibromochloromethane
1,2-Dibromoethane
Chlorobenaene
1,1,1,2-Tetrachloraethane
Ethylbenzene
Xylenes
Dibromomethane
Styrene
Bromoform
1,1,2,2-Tetrachloroethane
1,2,3-Trichloropropane
1,4-Dichlorobenzene
1,2•Dichlorobenzene
1,2-Dibromo-3-Chloropropane
Acrylonitrile
trans-1,4-Diohloro-2-Butane
Acrolein
0.77
0.12
0,67
0,49
0,24
0.17
9.06
0.26
0,23
0,64
0,23
0,20
0.20
0.25
2,21
0,27
0,25
0.19
0,04
0.24
0,02
0,23
0.04
0.04
0.06
1,19
0,23
0.04
0.03
0.30
1,57
0,03
0,03
0,30
0.22
0.21
0.68
0.28
0.19
0.20
0,03
0.09
0,39
0,32
0,07
2.72
0,42
1.97
3.000
0,200
10,000
10,000
1.000
5.000
100,000
10,000
100.000
1.000
5.000
5.000
50,000
5,000
100,000
3,000
5.000
1,000
0,200
1.000
0,200
1,000
0,200
0.200
0,200
100,000
1.000
0.200
0,200
0,200
50,000
0.200
B.2BJ
3,000
1.000
1.000
5.000
10.000
1,000
3,000
0,200
0,200
1.000
5.000
0,200
200.000
100,000
9.000
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- v
--- U
--- V
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--• U
--- U
--- U
--- U
___ U
--- U
--• U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- U
--- V
---
0.33
---
---
---
---
---
---
---
M.
---
•--
---
---
---
---
---
---
'--
1.28
0.21
---
0.08
---
--•
---
0,37
---
---
---
---
---
---
---
---
___
---
---
---
-""
---
-'"
---
---
---
---
---
___
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
J
U
U
U
J
U
U
U
U
U
U
U
u
U
U
U
U
U
U
U
U
U
U
U
U
V
---
0,57
---
---
---
---
12,30
---
--"
---
---
---
---
0.52
---
---
---
---
_--
2,56
0.27
---
0.15
---
---
---
0,26
---
---
---
---
---
---
---
-""
___
---
---
---
--"
0,04
---
---
---
---
---
---
___
U
U
U
U
U
J
U
U
U
U
U
U
J
U
U
U
V
U
U
J
U
U
U
J
v
U
U
V
U
v
v
U
U
U
U
U
V
J
U
U
U
U
U
U
U
--- U
--- v
--- U
--- U
--- U
--- U
--- U
--- U
'"" U
--- U
--- U
--- U
--- V
--- V
--- U
--- U
--- U
--- U
--- U
--- U
--- U
- U
--- U
--- u
--- U
--- v
--- U
--- U
--- U
--- U
--- U
--- V
--- U
--- U
--- U
___ U
--• v
--- U
--- U
-•- U
--- U
- U
--- U
--- V
--- v
--- U
___ U
---
1,25
---
---
---
---
12,70
---
-
---
---
---
---
0.34
---
-•-
---
-•-
---
2.12
0,15
0.08
---
---
---
0.50
•--
---
---
---
---
---
---
-
---
---
0,07
0.50
---
_._
U
U
U
U
U
J
U
U
U
U
U
u
J
v
U
U
U
U
J
U
J
U
U
U
J
U
U
U
U
U
U
U
U
U
u
J
u
J
U
U
J Eetimatad value between the MDL and MAL, U Below ALL quantit ation Limits.

Environment 1, Incorporated
GREENVILLEI N.C. 27858
Wa ate Water ID, 10
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 8
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 7703 DATE ANALYZED: 12/18/19
DATE REPORTED: 02/21/20
REVIEWED BY:
LANDFILL APPENDIX II
RPA METHOD 8260D R4(18)
Page: 2
PARAMETERS, ug/1
MDL
MEL
MW-9A
MW-10
MW-11
MW-13
Mw-laa
49.
Allyl Chloride
0.20
10.000
---
u
---
U
---
U
---
U
---
U
50.
Chloroprene
0.21
20.000
---
V
---
U
---
V
---
u
---
U
51.
1,3-Diohlorobenzene
0.41
5.000
---
U
---
U
---
U
---
U
---
u
52.
Dichlorodl[luoromethane
0.51
5.000
---
U
---
U
---
V
---
V
---
U
53,
10-Dichloropropane
0.2E
1.000
---
U
---
U
---
U
---
U
---
U
54.
2,2-Dichloropropane
0.17
15.000
---
U
---
V
---
u
---
U
---
U
55,
1,1-Dichloropropane
0.22
5.000
---
U
-•-
U
---
V
---
U
---
U
56,
Ethyl Methacrylate
0.16
10.000
---
U
---
U
---
V
---
U
-'-
V
57.
Eexachlorobutadiena
0.10
0.200
---
U
---
U
---
U
---
V
---
U
58,
Ieobutyl Alcohol
12.80
100,000
---
V
---
V
---
V
---
U
---
U
59,
Methaczylonitrila
1.93
100.000
---
U
---
U
---
U
U
---
U
60.
Nethyl Methacrylate
0.25
30.000
---
U
---
U
---
U
---
V
---
U
61,
Naphthalene
0.47
6.ODO
---
u
0.60
J
---
V
---
V
1.56
J
62,
Proplonitrile
3.26
150,000
---
U
---
U
---
V
---
U
---
U
63,
1.2,4-Trichlorebenzene
0.50
10.000
---
U
---
U
---
U
---
V
---
V
64,
Acatonitrlle
36*29
55.000
---
U
---
U
---
U
---
V
---
U
0.39
1.000
---
U
31.20
43.80
---
V
40.10
65,
TetrahydroLuran
66.
1p4-Dioxane
2.71
3.000
---
u
10.5D
25.20
--•
V
27.40
J Eetlmatad value between the NDL and NRL� U eeloW ALL Uuantitation Llmite.

Environment 1, Incorporated
114 OAKMONT DRIVE rnvrv�
GREENVILLE, N.C. 27858 FAX
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT TD: 6003 B
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR., STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE ANALYZED: 12/18/19
/ DATE REPORTED: 02/21/20
REVIEWED BY: /(A
LANDFILL APPENDIX II
mvh momTmnD 9260D R4(18)
PARAMETBRS, U9/l
MDL
MRL
Trip
Blank
14
00000-
Chloromethane
0,77
3.000
---
V
2,
Vinyl Chloride
0,12
0,200
---
U
3,
Bromomethane
0,67
10,000
---
U
4,
Chloroethane
0,48
10,000
---
V
5.
Trichlorofluoromethane
0,24
1.000
---
U
64
1,1-Dichloroethene
0.17
5,000
---
U
7,
Acetone
9.O6
1004000
---
V
8.
Iodomethans
0426
10.000
---
U
9,
Carbon DSaulfSde
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
---
V
13,
Vinyl Acetate
0,20
50,000
---
U
14,
Cie-1,2-Dichloroethene
0,25
5.000
---
V
15,
2-BUtanone
2.21
300,000
---
D
16,
Bromochloromethane
0,27
3,000
---
U
17.
Chloroform
0.25
5.000
---
V
18,
1,1,1-Trichloroethans
0,19
14000
---
V
19.
Carbon Tetrachloride
0,04
04200
---
V
20,
Benzene
0.24
1.000
---
V
21.
1,2-Dichloroethane
0,02
0,200
---
U
22,
Trichloroethens
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-Pentanons
1.19
100,000
---
V
27,
Toluene
0,23
11000
---
U
28.
trans-1,3-Dichloropropene
0.04
0,200
---
U
29.
1,1,2-Trichloroethane
0403
0,200
---
U
30,
Tetrachloroethene
0.10
0.200
---
U
31.
2-ReXanone
1.57
50,000
---
U
32,
Dibromochloromethane
0,03
0,200
---
D
33.
1,2-➢ibromoethane
0.03
0,200
---
U
34,
Chlorobanzene
0,30
34000
---
U
35,
1,1,1,2-Tetrachloroethane
o,22
1,000
---
U
36,
Bthylbenzens
0,21
1,000
-•-
U
37,
Xylenes
0.68
5.000
---
U
38,
Vlbromomethane
0,26
10,000
---
U
39,
Styrene
0.19
11000
---
U
40,
Bromoform
0,20
3.000
---
U
41,
1,1,2,2-Tetrachloroethane
0.03
0.200
---
V
42,
1,2,3-Trichloropropane
0.09
0.200
---
V
43.
1,4-Dichlorobanzene
0,39
1,000
-•- U
44,
1,2-Dichlorobanzene
0,32
56000
---
U
45,
1,2-Dibromo-3-Chloropropane
0,07
0,200
---
U
46.
Acrylonitrile
2.72
200,000
---
U
47,
trans-1,4-Dichloro-2-Butene
0,42
100,000
---
U
484
Acrolein
1,97
4.000
--- U
756-0633
Page: 3
3 8atimated value between the MDL and Matte V Below ALL DUantitatlon Limits.

Environment 1, Incorporated
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
wastewater ID, 10
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: 12/12/19
DURHAM, 27703 DATE ANALYZED: 12/18/19
DATE REPORTED: 02/21/20
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
PARAMETBRB, u9/1
MDL
MAL
Trip
Blank
49.
A11yl Chloride
0,20
10.000
---
U
50,
Chloroprene
0.21
20.000
---
U
51.
1,3-Diohlorobenaene
0.41
5.000
---
U
52,
DSchlorodiPluoromethane
0.51
5,000
---
U
53.
1,3-Dichloropropane
0.28
1.000
---
V
54,
2,2-DSchlaropropane
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
---
V
58.
Ieobutyl Alcohol
12.B0
100,000
---
U
59,
Methacrylonitrile
1,93
1004000
---
U
60,
Methyl Methacrylate
0,25
30.000
---
V
61,
Naphthalene
0.47
6,000
---
U
62,
Propionitrile
3.26
150.000
---
V
63,
1,2,4-Trichlorobenaane
0.50
30.000
---
U
64,
Acetonitrile
36.29
55,000
---
U
65,
Tetrahydro8uran
0,39
1.000
---
U
66.
1,4-Dloxane
2,71
3,000
---
U
Page: 4
S Eetlmated value between the MDL and MRL, U Below ALL puantitdtion Llmite.

Z
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l7
m
m
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m
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m
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—
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<
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iEnvironment 1, Inco
�2 (@d
l l4 OAKMONT DRIVE
GREENVILLE, N.C. 27858
ENE ([phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 B
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JP
4021 STIRRUP CREEK DR, STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE ANALYZED: 12/17/19 -
12/18/19
DATE REPORTED: 02/21/20
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
METHOD BLANK RESULTS
PARAMETERS, ug/1
MOL
MRL
Concentration
1, Chloromethane
0,77
3,00
-- U
2, Vinyl Chloride
0.12
0.20
--- U
3, BiamOmethane
0.67
10,00
--- U
4, Chloroethane
0,48
10.00
--- U
5, Triohlorofluoromethane
0.24
1..00
--- U
6. 1,1-Dichloroethene
0,17
5.00
--- U
7, Acetone
9.06
100.00
--- U
8, Iodomethane
0.26
10,00
--- U
9. Carbon Disulfide
0.23
100,00
--- U
10, Methylene Chloride
0.64
1.00
--- U
11. trans-1,2-Dichloroethene
0.23
5.00
--- U
12. 1,1-Dichloroethane
0.20
5.00
--- U
13. Vinyl Acetate
0,20
50.00
--- U
14. cis-1,2-Dichloroethene
0.25
5.00
--- U
15, 2-Hutanone
2,21
100,00
- U
16, Bromochloromethans
0.27
3,00
--- U
17. Chloroform
0,25
5,00
-- U
18, 1,1,1-Tsichloroethane
0.19
1.00
--- U
19. Carbon Tetrachloride
0.04
0,20
--- U
20, Benzene
0,24
1.00
--- U
21, 1,2-Dichloroethene
0.02
0,20
--- U
22, Trichloroethene
0,23
1.00
-- U
23. 1,2-Dichloropropane
0,04
0,20
--- U
24, Bromodichloromethane
0,04
0,20
-- U
25. cis-1,3-Dichloropropane
0,06
0.20
--- U
26, 4-methyl-2-Pentanone
1,19
500.00
--- U
27, Toluene
0,23
1.00
-- U
28, trans-1,3-Dichloropropene
0,04
0,20
--- U
29. 1,1,2-Trichloroethane
0,03
0,20
--- U
30, Tetrachloroethene
0,10
0.20
- - U
31, 2-Hexanone
1.57
40,00
- U
32, Dibromoohloromethane
0,03
0.20
-- U
33, 112-Dibromoethane
0.03
0.20
--- U
34, Chlorobenzene
0,30
3.00
--- U
35. 1,1-,1,2-Tatrachloroethane
0,22
1.00
--- U
36, Ethylbenzene
0,21
1.00
--- U
37, Xylenes
0,68
5,00
--- U
38, Dibromomethane
0.28
10,00
-- U
39, Styrene
0.19
1.00
--- U
40, Bromoform
0.20
3,00
-- U
41, 1,1,2,2-Tatrachloroethane
0,03
0,20
--- U
42. 1,2,3-Trichloropropane
0.09
0.20
--- U
43. 1,4-Dichlorobenzene
0.39
1.00
--- U
44. 1,2-Dichlorobenzene
0,32
5.00
--- U
45, 1,2-Dibromo-3-Chloropropane
0.07
0,20
--- U
46, Acrylonitrile
2,72
200,00
--- U
47. trans-1,4-Dichloro-2-Hutene
0,42
100.00
--- U
48, Acrolein
1,97
4.00
--- U
49, Allyl Chloride
0.20
10.00
--- U
50, Chloroprene
0,21
20.00
--- U

Environment 1, Incorporated
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID:
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST:
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED;
DURHAM, NC 27703 DATE ANALYZED:
DATE REPORTED:
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
METHOD BLANK RESULTS (continued)
PHONE [phone]
FAX (252) 75&0633
6003 B
JP
12/12/19
12/17/19 -
12/18/19
02/07/20
PARAMETERS, 11g/1
MDL
MRL
Concentration
51. 1,3-Dichlorobenzene
0.41
5,00
--- U
52, Dichlorodifluoromethane
0.51
5.00
- U
53. 1,3-Dichloropropane
0,28
1.00
--- U
54, 2,2-Dichloropropane
0,17
15,00
--- U
55. 1,1-Dichloropropane
0,22
5,00
--- U
56, Ethyl Methacrylate
0.16
10.00
--- U
57, Hexachlorobutadiene
0.10
0,20
- U
58, Isobutyl Alcohol
12,80
100.00
--- U
59, Methacrylonitrile
1.93
100,00
--- U
60, Methyl Methacrylate
0,25
30,00
--- U
61. Naphthalene
0.47
6.00
--- U
62, Propionitrile
3.26
150.00
--- U
63. 1,2,4-Trichlorobenzene
0,50
10.00
--- U
64, Acetonitrile
36,29
55.00
- U
65. Tetrahydrofuran
0.39
1.00
--- U
66. 1,4-Dioxene
2.71
3,00
--- U

Environment 1,
�to
GREENVILLE, N.C. 27858
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 8
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE ANALYZED: 12/17/19 -
12/18/19
DATE REPORTED: 02/21/20
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
SURROGATE RECOVERY RESULTS
Sample Name
LiIDite
(6 recovery)
1,2-DCA-d4
(8 recovery)
Toluene -de
(& recovery)
9-BFB
recovery)
Continuing Calibration std.
70-130
100
100
101
Method Blank
70-130
102
102
101
MW-9A
70-130
103
99.9
102
MR-10
70-130
105
101
103
MW-11
70-130
104
102
100
MW-13
70-130
103
100
101
MW-12S
70-130
104
102
104
Trip blank
70-130
104
101
100
6003 MW-lS M.S.
70-130
99.1
98.4
98.2
6003 MW-IS M.S.D.
70-130
99.4
98.6
99.8

Environment 1, Inco
aNd
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
FAX [phone]
CLIENT; JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 8
AMC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE ANALYZED: 12/17/19 -
12/18/19
DATE REPORTED: 02/21/20
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
MATRIX SPIKE/MATRIX SPIKE DUPLICATE RESULTS
Sample Spiked:
(6003)
MW-1S
Spike
Amount
Ug/1
Sample
Result
Ug/l
Spike
Result
U9/1
Spike
Recovery
(70-130%)
Spike Dup.
Result
Ug/1
Spike Dup.
Recovery
(70-1308)
MS/M3D
RPD
(20%)
1,1-Dichloroethene
20.0
- U
21.33
107
21.60
108
1.3
Benzene
2040
- U
22.04
110
22.68
113
2.9
Trichloroethene
20.0
- U
22.02
110
22.84
114
3.7
Toluene
20.0
- U
21,47
107
22.48
112
4.6
Chlorobenzene
20.0
1 U
20.83
1,04
21.76
1 109
444
LABORATORY CONTROL SAMPLE RESULTS
Sample Compound:
Spike
Amount
Ug/1
Spike
Result
Ug/l
Spike
Recovery
(70-130%)
1,1-Dichloroethene
20.00
20.83
104
Benzene
20.00
20.49
102
Trichloroethene
20.00
20.83
104
Toluene
20.00
21.02
105
Chlorobenzene
20,00
20.44
102

Environment 1, Incor
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
ID#: 6003 C
ti.
PHONE (252) ,:
FAX (252) 7W0633
JUDSON
WHITEHURST (C&D
LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
DATE COLLECTED:
12/12/19
4021 STIRRUP CREEK DR.
STE
100
DATE REPORTED :
02/20/20
DURHAM
,NC 27703
REVIEWED
BY:
SW-1
SW-2
SW-3
Bw-4
Analysis
Method
PARAMETERS
MDL
MRL
Date Analyst
Code
PH (field measurement),
Unite
6.9
6.6
6.0
6.8
12/12/19
BF
4500HB-11
Antimony, ug/l
0,03
1.0
0,40 J
0,05 J
0.09 J
0.04 J
02/03/20
NAB
8PA200.0
Arsenic, ug/1
0.08
5.0
30
--- U
2.3J
--- U
02/19/20
NAB
EPA200.0
Barium, ug/1
0,04
10.0
1725
155
02/12/20
LFJ
EPA200.7
Barium, ug/l
0.04
10.0
48.4
60.0
02/03/20
NAB
EPA200.B
Beryllium, ug/1
0,02
1.0
1
--- U
0.28 J
0,06 J
02/03/20
NAB
BPA200.8
Cadmium, ug/1
0.04
1.0
2
--- U
0.12 J
--- U
02/19/20
NAB
EPA200.8
Cobalt, ug/1
0,02
1.0
0.9
0.26 J
2.0
0,44 J
02/03/20
NAB
EPA200.8
Total Chromium, ug/1
0.12
5.0
18
--- U
--- D
--- V
02/03/20
NAB
8PA200.8
Copper, ug/1
0.04
10.0
41
6.1J
8.4 J
4.99
02/04/20
NAB
EPA200,8
Lead, ug/1
0,03
5.0
46
0.30 J
7.2
0,64 J
02/04/20
NAB
BPA200.0
Nickel, ug/l
0603
10.0
13.7
1.2J
2.9J
Ito
02/03/20
NAB
EPA200t8
Selenium, ug/l
0.05
10.0
5.4J
0,54 J
0.99 J
0.26 J
02/04/20
NAB
HPA200.0
Silver, ug/1
0,22
5.0
--- U
--- U
--- U
--- U
02/03/20
NAB
EPA200.0
Thallium, ug/1
0.02
1.0
0.46 J
--- V
0.11 J
0,02 J
02/04/20
NAB
BPA200.8
Vanadium, ug/1
0,20
1.0
84
0.9J
11
2
02/12/20
LPJ
8PA200.7
zinc, ug/1
0,17
10.0
202
4.2 J
31
3.0 J
02/04/20
NAB
EPA200.8
Conductivity (at 250),
uMhoe/cm 1.0
1.0
943
184
385
156
12/12/19
PJC
2510D-11
Temperature, °C
30
5
7
10
12/12/19
BF
2550B-1D
Turbidity (Field), NTU
1.0
1.0
335
440
22.8
14.1
12/12/19
8P
2130E-11
J 8etimated value between the MDL end MRL, U Below ALL Quentitatlon Limits.

Environment 1, Incorporated
I1 OAKMONT DRIVE
GREENVILLE, N.C. 27858
Wastewater IDi 10
PHONE [phone]
FAX [phone]
CLIENT: JUDSON WHITEHURST %U% LANDFILL) CLIENT ID: 6003 C
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 7703 DATE ANALYZED: 12/20/19
DATE REPORTED: 02/20/20
REVIEWED BY:
VOLATILE ORGANICS
APA METHOD 8260D R4(18)
PARAMETERS, ug/l
MDL
MRL
Sw-1
SW-2
Bw-3
SW-4
1,
Chloromethane
0,77
3.000
---
U
---
U
---
U
---
U
2.
Vinyl Chloride
0,12
0.200
---
U
---
V
---
U
---
U
3.
Bromomethane
0,67
10.000
---
U
---
V
---
U
---
V
4,
Chloroethene
0.98
30.000
---
V
---
U
---
U
---
U
5.
Trichlorofluoromethane
0.24
1.000
---
U
---
D
---
U
---
U
6.
1.1-Dichloroathene
0,17
5.000
---
U
---
V
---
U
•--
V
7,
Acetone
9,06
100,000
---
U
---
V
---
V
---
U
B.
Iodomethane
0.26
10,000
---
U
---
V
---
V
---
U
9,
Carbon Dleulfide
0,23
100,000
---
U
---
U
---
U
---
U
10,
Methylene Chloride
0,64
1.000
---
U
---
U
---
V
---
V
11.
trans-1,2-Dlchloroethene
0,23
5.000
---
U
---
U
---
U
---
U
12,
1,1-Dichloroathane
0,20
5.000
---
U
---
U
---
U
---
U
13,
Vinyl Acetate
0,20
500000
---
U
---
U
---
V
---
U
14,
Cis-1.1-Dichloroathane
0,25
5.000
___
U
___
g
___
U
__.
U
15.
2-Butsnone
2.21
100,000
---
V
---
U
---
U
---
U
16,
Bromochloromethane
0,27
3,000
---
U
---
U
---
V
---
U
17,
Chloroform
0.25
5,000
---
U
---
V
---
U
---
V
10.
1,1,1-Trlchloroethane
0.19
1.000
---
U
---
U
---
U
---
V
19,
Carbon Tetrachloride
0,04
0,200
---
U
--•
V
---
U
---
U
20,
Benzene
0,24
1.000
---
U
---
V
---
V
---
V
21.
1,2-Dichloroathane
0,02
0,200
---
U
---
U
---
V
•--
U
22,
Trichloroethene
0,23
1.000
---
U
---
U
---
U
---
U
23.
1.2-Dichloropropane
0,04
0,200
---
V
---
U
---
U
---
U
24,
Bromodichloromethane
0,04
0,200
---
U
---
U
---
U
---
U
25.
Cis-1,3-Dichloropropane
0.06
0.200
•--
U
---
U
---
U
---
U
26.
4-Methyl-2-Pentanons
1.19
100,000
---
V
---
U
---
U
---
U
27.
Toluene
0,23
1.000
1,13
---
V
---
U
---
V
29,
trans-1,3-Dichloropropane
0,04
0.200
---
u
---
u
---
U
---
u
29,
1,1,2-Trlchloroethane
0,03
0,200
---
V
---
U
---
U
---
U
30.
Tetrachloroethene
0010
0,200
---
U
---
U
---
U
---
V
31.
2-Bexanone
1.57
40,000
---
U
---
U
•--
U
---
u
32,
Dibromochloromethane
0.03
0,200
---
U
---
V
---
U
---
V
33.
1.2-Dibromoethans
0,03
0,200
---
V
---
U
---
V
---
V
34.
Chlorobenzene
0.30
3,000
---
U
---
U
---
V
---
U
354
1,1,1,2-Tetrachloroethane
0,22
1.000
---
U
---
U
---
U
---
U
36.
Ethylbenzene
0.21
11000
---
V
---
U
---
U
---
U
37,
Aylenes
0.68
5.000
---
V
---
V
---
0
---
U
38,
Dlbromomethane
0.28
30.000
---
V
---
U
---
V
---
U
39,
Styrene
0.19
1.000
---
V
---
V
---
U
---
U
40.
Bromoform
0,20
3.000
---
U
---
V
---
U
---
V
41,
1,1,2,2-Tetrachloroethane
0.03
0.200
---
V
---
V
---
U
---
V
42,
1,2,3-Trlchlozopropane
0.09
0,200
---
U
---
U
---
U
---
U
43,
1,4-Dlchlorobanzene
0,39
1.000
---
U
---
U
---
U
-'-
U
44,
1,2-Dichlorobanzene
0,32
5,000
---
U
---
U
---
V
---
U
45,
1,2-Dibromo-3-Chloropropane
0,07
d.200
---
u
-•-
U
---
U
---
U
46.
Acrylonitrile
2.72
200,000
---
U
---
U
---
V
---
U
47,
trans-1,9-Dichloro-2-Butene
0.42
100,000
---
U
---
U
---
U
---
U
4B.
Tetrahydrofuran
0,39
1.000
4,22
0,93
il
---
U
---
U
Pages 1
J Estimated value between the MDL and MRL, V Below ALL Ovantitation Limits.

Environment 1, Incorporated
114 OAKMONT DRIVE PHONE
GREENVILLE, N.C. 27858 FAX
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: 12/12/19
DURHAM, NC 27703 DATE ANALYZED: 12/20/19
DATE REPORTED: 02/20/20
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4(18)
PARAMETERS, Ug/1 MDL MRL
aw-1
sw-a
sw-3
sw-a
49, 1,9-Dioxane
2,71
3.000
4,14
--- U
--- U
--- U
756-0633
Page: 2
.T = Eetlmated value between the MDL end MRL, D = Below ALL Quantitatlon Limi te.

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Environment 1, Incorno Ed
GREENVILLE, N.C. 27858
FAX [phone]
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 C
AMEC FOSTER WHEELER
ENVIRONMENT 6 INFRASTRUCTURE ANALYST: JP
4021 STIRRUP CREEK DR, STE 100 DATE COLLECTED: 12/12/19
DURHAM, NC 27703 DATE ANALYZED: 12/20/19 -
12/21/19
DATE REPORTED: 02/21/20
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
METHOD BLANK RESULTS
PARAMETERS, ug/1
MDL
MRL
Conaentsation
1. Chloromethane
0,77
3,00
-- U
2. Vinyl Chloride
0,12
0,20
--- U
3. Bxomomethane
0.67
10,00
--- U
4. Chloroethane
0,48
10.00
- U
5. Trichlorofluoromethane
0.24
1.00
--- U
6, 1,1-Dichloroethene
0,17
5,00
--- U
7. Acetone
9,06
100.00
-- U
8, Iodomethans
0.26
10.00
-- U
9. Carbon Disulfide
0.23
100.00
- U
10. Methylene Chloride
0,64
1.00
--- U
11, trane-1,2-Dichloroethene
0,23
5.00
--- U
12, 1,1-Dichloroethane
0.20
5.00
--- U
13. Vinyl Acetate
0.20
50,00
--- U
14. cis-1,2-Dichloroethene
0,25
5,00
--- U
15. 2-Butanone
2.21
100.00
-- U
16, Bromochloromethane
0.27
3.00
- U
17. Chloroform
0.25
5.00
-- U
18, 1,1,1-Trichloroethane
0.19
1.00
--- U
19. Carbon Tetrachloride
0,04
0,20
-- U
20, Benzene
0,24
1.00
-- U
21. 1,2-Dichloroethane
0,02
0,20
--- U
22, Trichloroethane
0,23
1.00
- U
23, 1,2-Dichloropropane
0.04
0.20
--- U
24, Bromodichloromethane
0,04
0.20
- U
25. cis-1,3-Dichloropropane
0.06
0,20
--- U
26. 4-methyl-2-Pentanone
1.19
100,00
--- U
27. Toluene
0.23
1.00
-- U
28. trans-1,3-Dichloropropene
0,04
0,20
--- U
29. 1,1,2-Trichloroethane
0,03
0,20
--- U
30. Tetrachloroethane
0.10
0.20
- U
31, 2-Hexanone
1.57
40.00
--- U
32, Dibromochloromethane
0.03
0.20
- U
33, 112-Dibromoethane
0,03
0,20
--- U
34, Chlorobenzene
0.30
3.00
- U
35, 1,1,1,2-Tetrachloroethane
0,22
1.00
--- U
36, Ethylbenzene
0.21
1.00
--- U
37. Xylenes
0.68
5,00
--- U
38. Dibromomethane
0,28
10,00
- U
39, Styrene
0.19
1.00
--- U
40, Bromoform
0,20
3,00
- U
41. 1,1,2,2-Tetrachloroethane
0.03
0.20
--- U
42. 1,2,3-Trichloropropane
0.09
0,20
--- U
43, 1,4-Dichlorobenzene
0,39
1.00
--- U
44, 1,2-Diohlorobenzene
0.32
5.00
--- U
45, 1,2-Dibromo-3-Chloropropane
0.07
0.20
--- U
46. Aorylonitrile
2.72
200.00
--- U
97. trans-1,4-Dichloro-2-Butene
0.42
100.00
--- U
48, Tetrahydrofuran
0.39
1.00
--- U
49. 1,4-Dioxane
2,71
3,00
--- U

Environment 1, Incorporated
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:
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
SURROGATE RECOVERY RESULTS
PHONE [phone]
FAX [phone]
6003 C
JP
12/12/19
12/20/19 -
12/21/19
02/21/20
Sample Name
Limite
(� recovery)
1,2-DCA-d4
( recovery)
Toluene-d8
(% recovery)
4-HFB
recovery)
Continuing Calibration std.
70-130
98.3
9901
100
Method Blank
70-130
106
103
101
SW-1
70-130
104
104
101
SW-2
70-130
105
104
102
SW-3
70-130
107
107
104
SW-4
70-130
105
105
102
6003 SW-4 M.S.
70-130
106
107
102
6003 SW-4 M.S.D.
70-130
96.9
99,8
SOS

Environment 1, Incorporated
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27703
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
REVIEWED BY: 4dI&
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
MATRIX SPIKE/MATRIX SPIKE DUPLICATE RESULTS
PHONE [phone]
FAX [phone]
6003 C
JP
12/12/19
12/20/19 -
12/21/19
02/21/20
Sample Spiked:
(6003)
SW-4
Spike
Amount
Ug/1
sample
Result
Ug/l
Spike
Result
Ug/1
Spike
Recovery
(70-130%)
spike Dup.
Result
Ug/l
Spike Dup.
Recovery
(70-130%)
MS/MSD
RPD
(20%)
1,1-Dichloroethene
20.0
- U
20.25
101
23.32
117
14,1
Benzene
20.0
- U
19,07
95.4
22.48
112
16.4
Trichloroethene
20.0
- U
18,74
93,7
22.67
113
1910
Toluene
20,0
-- U
18,90
94.5
22.50
113
17.4
Chlorobenzene
20.0
- U
18.66
93.3
22,01
110
16.5
LABORATORY CONTROL SAMPLE RESULTS
Sample Compound:
Spike
Amount
Ug/1
Spike
Result
Ug/l
spike
Recovery
(70-130%)
1,1-Dichloroethene
20.00
19,63
98.2
Benzene
20,00
19,93
99.7
Trichloroethene
20.00
20,40
102
Toluene
20,00
20,27
101
Chlorobenzene
20,00
19,94.
99.7

Environment 1,
GREENVILLE, NI 27858
JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR, STE 100
DURHAM INC 27703
PARAMETERS MDL
PH (Eielfl m sure ant), snits
Nitrate Nitrogen ae N, m9/1
0.009
Alkalinity (Co pH 4. 5), mg CaCO3/1
1.0
Cyanide, ug/l
5.0
Sulfate, mg/l
5,0
Antimony, ug/l
0,03
Antimony, ug/l
0,03
ArBenior ug/1
0,08
Barium, ug/l
0,32
Barium, ug/l
0.32
Barium, ug/1
0,32
Barium, ug/l
0,32
Beryllium, ug/1
0.02
Beryllium, ug/1
0,02
Cadmium, ug/l
0,04
Cobalt, ug/l
0,02
Cobalt, ug/l
0,02
Total Chromium, ug/1
0,12
Total Chromium, ug/l
0,12
Copper, ug/1
1,47
Coppers USA
1,47
Iron, ug/l
12,08
Iron, ug/l
12.08
Manganese, ug/l
0.31
Manganese, ug/l
0,31
Lead, ug/l
0.D3
Lead, ug/l
0.03
Mercury, ug/l
0005
Nickel, ug/l
0.03
Nickel, ug/1
0,03
Selenium, ug/l
0.05
selenium, ug/l
0.05
silver, ug/1
0.22
Silver, ug/l
0,22
Thallium, ug/1 -
0.02
Thallium, ug/1
0,02
Tin, ug/1
0.05
Tin, ug/1
045
Vanadium, ug/l
0,20
Vanadium, ug/l
0,20
Zino, ug/1
1.10
Zinc, ug/l
1.30
-W2a'taweter TD% TO
PHONE [phone]
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ID#: 6003 D
DATE COLLECTED: 12/16/19
DATE REPORTED : 02/21/20
REVIEWED BY:
MW-15 MW-16 MW-17 MW-14S MW-14D Analysis Method
MRL Date Analyst Code
5.8 611 5.7 615 7.6 12/16/19 BB/NA 4500HB-11
0.04 --- U --- U --- U --- U 0.25 12/17/19 BLD 353.2 R2-9
1.0 130 240 51 1140 205 12/23/19 GNB 2320B-11
5.0 --- U --- U --- U --- U --- U 12/18/19 SHJ 4500CNB-Il
5.0 133 59.3 268 135 --- U 12/19/19 SBJ 45008042E1
160 0406 J 0,18 J 02/03/20 NAB HPA200.8
1.0 Owls J 0.06 J o,22 J 02/19/20 NAB EPA200.8
5$0 0.10 J 3.9J --- U 0.58 J -•- U 02/19/20 NAB RPA200.8
30.0 255 D1/17/20 LPJ EPA200.7
30 w0 394 02/12/20 LFJ BPA200,7
10.0 49.2 02/11/20 LFJ BPA200.8
10.0 332 9 J 02/03/20 LFJ EPA200.7
1.0 0,12J 0.0E J 02/03/20 NAB EPA200.0
140 0.05 J 0,04 J --- U 02/11/20 LFJ EPA200.0
1,0 --- U --- U --- U --- U 0,06 J 02/19/20 NAB BPA200.8
1.0 0,71J L,8 02/03/20 NAB EPA200.8
1.0 0.9 J 0,8 J 0.14 J 02/12/20 LFJ 9PA200.7
5.0 --- U 11117 02/03/20 NAB EPA200,8
5,0 5 1.2J --- U 02/12/20 LFJ EPA200.7
10.0 --- V 2 J 01/17/20 LFJ HPA200.7
10,0 2.0 J 5.0J 2 J 02/11/20 LPJ HPA200.8
5040 21100 14240 01/31/20 NAB 3111E-11
50.0 51400 1700 221 02/07/20 NAB 311IS-11
10.0 107 1664 02/03/20 LFJ EPA200.7
10.0 340 116 3 J 02/12/20 LFJ EPA200.7
5.0 0,32 J 0,22 J 02/04/20 NAB BPA200.8
5.0 0.08.T 0.12 J 0,06 J D2/11/20 LFJ BPA200.8
0.20 --- U --- U --- U --- U --- U 01/09/20 MTM 245.1 R3-9
10.0 3,Oa 14,2 02/03/20 NAB EPA200.8
10.0 2.8J 2,6 J 2.5J 02/11/20 LFJ EPA200.8
3040 4.1J 2.7 J 02/04/20 NAB SPA200.8
10.0 3,4J 0.65 J 0,31 J 02/11/20 LFJ 9PA200.8
5.0 --- U --- U 02/03/20 NAB EPA200.8
5.o --- U --- V --- U 02/11/20 LFJ BPA200.8
110 01101 0,31 J 02/04/20 NAB BPA200.8
1.D 0.09 J 0.06 J 0,02 J 02/11/20 LFJ EPA200PO
100.0 0.10 J 0.16 J 02/03/20 HAD SPA200.8
100.0 --- U --- U 0,20 J 02/21/20 NAB SPA200.8
1.0 35 4 02/03/20 LFJ EPA200.7
1.0 11.2 3.3 O,SJ 02/12/20 NAB BPA200,8
30.0 13 3 J 02/03/20 LFJ HPA200.7
10.0 2.4 J 1.811 9 J 02/11/20 LFJ EPA200.8
T = Estimated value between the M➢L and MAL, U � Below ALL Quantitation Limits.

Environment 1,
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
ID#: 6003 D
swat ar Ini 18
PHONE [phone]
FAX [phone]
JUDSON WHZTEHURST (C&D
LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
DATE COLLECTED:
12/16/19
4021 STIRRUP CREEK DR.
STE 100
DATE REPORTED
02/21/20
DURHAM ,NC 27703
REVIEWED
BY;
MW-15
MW-16
W. 17
Mw-148
MW-14D
Analysis
Method
PARAMBTBRS MDL
MRL
Date Analyst
Code
Sulfide, ug/1 100
1000 --- u
--- ❑
226
J --- U
--- U
12/19/19 LFJ
450OS2D-11
Conductivity (at 25c), uMhos/om 1.0
1.0 669
1155
555
2008
521
12/16/19 SB/NK
25108-11
Oxygen, mg/l 0.1
0.1 0,78
1.26
0.95
0181
0,53
12/16/19 SB/NK
450000-11
Dissolved
17
16
18
20
12/16/19 8B/NK
2550E-10
Temperature, °C
19
6,33
5.90
7.15
5,51
6,10
12/16/19 SB/NK
Static Water Level, feat
41,92
12/16/19 SB/NX
Well Depth, feet
22. 14
22,73
22.25
23,12
+54
+97
+112
+93
+66
12/16/19 SR/NK
25BOB-11
ORP, my
1.0
110 4,63
7979
6.60
8,24
2,07
12/16/19 SB/NK
2130E-11
Turbidity (Field), NTU
J Setlmated Value between the MDL end MRL, U ealow ALL quantltation Limits.

Environment 1, Incor
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:
PESTICIDES AND PCB'3
RPA MRTmon 8081E R2(07)
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE EXTRACTED:
DATE ANALYZED:
DATE REPORTED:
wastewater IDi 10
PHONE [phone]
FAX [phone]
6003 D
HIC
12/16/19
12/18/19
O1/04/20
02/21/20
PARAMETERS, ug/l
MDL
MRL
MW-15
MW-16
MW-17
HW-149
MW-14D
1,
Aldrin
0,029
0.050
---
U
---
U
---
U
---
U
---
V
2,
Alpha-BHC
0,032
0,050
---
U
---
u
---
U
---
V
---
U
3,
Beta-BHC
0,D31
0.050
---
U
---
U
---
U
---
U
---
U
4,
Delta-BHC
0.030
0.050
---
U
---
U
---
U
---
V
---
U
5.
gamma-BHC (Lindane)
0.032
0.050
---
V
---
V
---
U
---
V
---
U
6,
Chlordane
0.320
0.500
---
V
---
U
---
U
---
U
---
V
7.
9,4-DDD
0.051
0.300
---
U
---
V
---
U
---
U
---
U
9,
414-DDE
0.049
0.100
---
U
---
V
---
U
---
V
---
V
9,
4,4-DDT
0.052
0.100
---
U
---
V
---
U
---
U
---
U
10,
Dleldrin
0,042
0.075
---
U
---
u
---
U
---
V
---
V
11,
Endoeulfan I
0.056
0.100
---
U
---
V
---
U
---
U
---
V
12,
Endoaulfan II
0.D46
0.100
---
U
---
U
---
U
---
U
---
U
33.
Endoeulfan Sulfate
0,072
0.100
---
U
---
V
•--
U
---
U
'--
U
14,
Sndrin
0.053
0.100
---
U
---
U
---
U
---
U
---
V
15.
Sndrin Aldehyde
0.069
0.100
---
V
---
U
---
U
---
U
---
U
16,
Heptachlor
0.039
0.050
---
V
---
U
---
U
---
U
---
U
17,
Haptachlor Spoxide
0.042
0.075
---
U
---
V
---
U
---
U
---
U
19,
Methoxychlor
0.530
1,000
---
U
---
U
---
U
---
U
---
U
19,
Pob's (Aroclore)
0.500
2,000
---
U
---
U
---
U
---
U
---
V
20.
Toxaphene
0.690
1.500
---
U
---
U
---
U
---
U
---
U
NOTE: EPA METHOD SOS1B R2 (07):
Initial and Final Continuing Calibration verification
exceeded control limit for Heptachlor.
Final Continuing
Calibration verification exceeded control
limit for 4,4-DDT. These analytes were not detected
in samples. Data not impacted.
g BeEimated value between the MDL and MRL, U Below ALL Quentitatlon Limits.

Environment 1, Incorporated
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: UUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 2 703
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8151A R1(96)
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE EXTRACTED:
DATE ANALYZED:
DATE REPORTED:
PHONE [phone]
FAX [phone]
6003 D
HIC
12/16/19
12/19/19
01/30/20
02/21/20
MW-15
m-16
Mw-17
Mw-34a
MW-19D
PARAMHTERS, ug/1
MDL
MRL
1,
214-D
0,36
2,000
---
U
---
U
---
U
---
U
---
U
2,
Dlnoeeb
0,54
1.000
---
U
---
U
---
U
---
U
---
U
3.
2,4,5-TF
0,42
2,000
---
U
---
U
---
U
---
U
---
U
4,
2,4,5-T
0.97
2.000
---
U
---
U
---
U
--
U
U
J = estimated vela¢ between the MDL and MRL, U e Below ALL Quantitatlon Limit¢.

Environment 1, Inco
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:
CLIENT ID:
J6,
PHONE [phone]
FAX [phone]
6003 D
ANALYST: JAP
DATE COLLECTED: 12/16/19 Page: 1
DATE REPORTED: 02/21/20
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
PARAMETERS. ug/l
Date Extracted
Date Analyzed
MDL MRL
12/16/19
01/23/20
Mw-15
12/23/19
12/28/19
MW-16
12/23/19
12/28/19
NW-17
12/13/10
12/28/19
MW-148
12/23/19
12/2B/19
MW-14D
1.
Acenaphthene
2,66
10,000
---
u
---
U
3,24
J
---
U
---
U
2,
Acenaphthylene
2,60
104000
---
U
---
U
---
U
---
U
---
U
3,
Anthracene
2,97
10,000
---
U
---
U
---
U
---
V
---
V
4,
Benzo[alantrhacene
4,16
10,000
---
U
---
V
---
U
---
U
---
U
5,
Benzo[blfluoranthens
3,32
10,000
---
u
---
U
---
u
---
U
---
U
6,
Benzo[klflucranthene
4,23
10,000
---
V
---
U
---
u
---
U
---
U
7,
Benzo[g,h,ilperylene
2461
10,000
---
U
---
U
---
V
---
U
---
U
8,
Benzo[alpyrene
3.27
10.000
---
U
•--
U
---
U
---
U
---
U
9.
4-Bromophenyl Phenyl Ether
2,63
10,000
---
U
---
U
---
V
---
U
---
U
10,
Butyl Benzyl Phthalate
5,78
104000
---
U
---
U
---
U
---
U
---
U
11,
Ble(2-Chloroethoxy) Methane
3,14
104000
---
U
W.
U
---
U
---
0
---
V
12,
Bia(2-Chloroethyl) Ether
2,58
104000
---
U
---
U
---
U
---
V
---
U
13.
BSs(2-Chloro-l-methylethyl) Ether
2,58
10,000
---
U
--•
U
---
V
---
V
---
U
lfl.
2-Chloronaphthalene
2.17
10.000
---
U
___
V
___
V
•__
❑
___
V
15,
4-Chlorophenyl Phenyl Ether
2.42
10.000
---
u
---
U
---
U
---
V
---
U
16,
Chrysene
4,04
10,000
---
U
W.
U
--•
U
---
U
---
U
17,
Dibenzo[a,hlanthracene
2,78
104000
---
U
---
U
---
V
---
V
---
V
18.
Di-N-Butyl Phthalate
3,09
10,000
---
U
---
u
---
V
---
U
---
U
19.
Dlmethyl Phthalate
3478
10,000
---
U
---
U
---
u
---
U
M.
U
20.
methyl Phthalate
3.92
10.000
---
U
---
V
---
U
-•-
U
---
U
21.
2,4-Dinitrotoluens
3,95
104000
---
V
---
U
---
V
---
U
---
U
22.
2,6-Dinitratoluene
3.80
10.000
---
V
---
U
---
U
---
U
---
U
23,
Di-N-Octyl Phthalate
2,81
10.000
---
U
---
U
---
V
---
V
---
V
24.
Bis-(2-Sthylhexyl) Phthalate
9497
15,D00
---
U
---
U
---
U
---
u
---
U
25,
Pluoranthene
3,92
10.000
---
U
---
u
---
V
---
V
---
U
26.
Pluo rene
2.95
10.000
---
U
---
V
---
U
U
---
U
27,
Rexachlorobenzene
2.61
10,000
---
U
---
U
---
V
---
V
---
U
18,
8exachlorocyolopent adiene
4.16
106000
---
U
---
O
---
V
u
___
V
29,
Indeno[1,2,3-Cd)pyrene
2,91
10.000
---
u
---
U
---
U
---
U
---
U
30.
Ieophorone
3.74
10.000
---
V
---
V
---
V
U
U
31,
Nitrobenzene
2,85
10,000
---
U
---
U
•--
V
---
U
---
U
32,
N-Nitroeodimethylamine
4.25
10,000
---
V
---
U
---
V
---
U
--•
V
33,
N-Nitrosodiphenylamine
3.95
10,000
---
U
---
V
---
V
---
V
---
U
34,
N-NStrosodl-N-Propylamine
4,06
104000
---
V
---
U
---
u
---
U
---
U
35,
Phenanthrens
344
10,000
---
U
---
U
-•-
U
---
V
---
U
36.
Pyrene
3.63
30.000
---
V
---
U
---
U
V
u
37,
4"Chloro-3-Methylphenol
3,79
20,000
---
V
---
V
---
U
---
V
---
38.
2-Chlorophenol
2,75
10,000
---
V
---
U
---
V
---
U
---
V
39.
O-Cresol
3,68
10,000
---
U
---
U
---
U
---
U
---
U
40,
P-Cresol
4,12
10,000
---
V
---
V
---
U
---
U
---
V
41,
2,4-Dichlorophenol
5.19
10,000
---
U
---
U
---
U
---
U
---
V
42.
2,6-Dichlorophenol
4,89
10,000
---
V
---
U
---
U
---
U
---
U
43,
2,4-Dimethylphenol
3,21
10,000
---
U
---
U
---
O
---
U
---
U
44,
4,6-Dlnitro-2-Methylphenol
4977
50,000
---
U
---
U
---
U
---
U
---
u
45.
2,4-Dinitrophenol
4,37
50,000
---
V
---
U
---
U
---
U
---
U
46,
Ethyl Methanesulfonate
5.26
20,000
"--
U
---
U
---
U
---
U
---
u
J Estimated value between the MDL and NRL, U Below ALL Quentitatlon Limits,

Environment 1, Incor
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
A14EC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 7703
REVIEWED BY:
SEMI -VOLATILE ORGANICS
RPA METHOD 8270E R6(18)
CLIENT ID:
IDi
PHONE [phone]
FAX [phone]
6003 D
ANALYST: JAP
DATE COLLECTED: 12/16/19 Page: 2
DATE REPORTED: 02/21/20
PARAMRTRRS, U9/1
Date Rxtracted
Date Analyzed
MDL NRL
12/16/19
01/23/20
MW-15
12/23/19
12/28/19
NW-16
12/23/19
12/28/19
NW-17
12/23/19
12/28/19
MW-14B
12/23/19
12/20/19
MN-14D
97,
Methyl MethaneeulEonate
4.92
10.000
---
U
---
U
---
u
---
V
---
U
98,
2-NitroBhenol
3.64
10.000
---
U
---
U
---
u
---
V
---
U
99.
4-NitroBhenol
3417
50.000
---
V
---
u
---
u
---
U
---
u
50.
Pantachlozophenol
5.33
25.000
---
U
---
U
---
U
---
V
---
U
51,
Phenol
1.86
10,000
---
U
---
U
---
V
---
V
---
U
52.
2,3,4,6-Tatzaohlorophenol
3.12
10.000
---
U
---
U
---
u
---
u
W.
u
53,
2,4,5-Trichlorophanol
4,17
10.000
---
U
---
U
---
U
---
V
---
U
54,
2,9,6-Trichlorophanol
3,84
10.000
•--
V
---
U
---
U
---
U
^--
U
55,
Acetophenone
2,59
10,000
---
V
---
U
---
U
...
V
---
V
56.
2-Acetylaminofluorene
3,98
20,000
---
u
---
U
-•-
U
---
U
---
V
57.
4-Aminobiphe¢yl
4.12
20.000
---
U
---
U
---
U
---
U
---
U
58.
Denzyl Alcohol
4,47
20,000
---
U
---
U
---
u
---
U
---
V
59,
9-ChlozoanilSne
3.36
20,000
---
U
---
u
---
U
---
V
W.
u
60.
Chlorobenzilate
5.12
10.000
---
U
---
U
---
V
U
---
U
61.
Di allete
2.98
10.000
---
U
---
U
---
U
u
___
U
62,
Dibenzofuran
4,28
10,000
---
U
---
V
---
V
---
U
---
U
63.
3,31-DSchlerobenzidine
4.22
20,000
---
U
---
U
---
u
•--
U
---
U
64.
Dimetho ate
3.98
20.000
---
V
---
U
---
U
u
U
65,
P-Dimethylaminoazobenzene
2,89
10.000
-"-
V
---
U
---
U
---
U
---
U
66.
7,12-Dimethylbenz[alanthracene
5,26
10.000
---
U
---
U
---
U
---
U
---
U
67.
3,3-Dimethylben zldina
3.21
30.000
---
U
---
U
---
U
---
U
---
U
68.
1,3-DSnitrobenzena
2,89
20.000
---
V
---
U
---
U
---
U
---
U
69,
Diphenylamine
5.10
10,000
---
U
---
V
---
U
---
U
---
U
70.
Disulfoton
9.28
10,000
...
U
...
U
--•
U
---
u
---
u
71,
Famphur
3.98
20,000
---
U
---
U
--"
u
"'
U
---
V
72.
Hexachloropropene
4.31
10.000
---
V
___
u
___
U
"".
U
__"
U
73,
Ieoeaf tole
1.88
10.000
---
U
---
U
___
U
•_•
U
"."
U
74,
Kepone
2,78
20.000
---
U
---
V
---
U
---
V
--•
U
75.
Methapyzlle ne
3,54
100.000
---
D
---
V
---
U
---
U
...
V
76,
3-Methyleholenthsene
4,21
10.000
--"
D
-"-
D
-""
U
---
u
---
U
77,
2-Methylnaphthalene
3.79
10.000
---
U
---
V
---
U
---
V
---
U
78,
Methyl Parathion
4,32
10,000
---
V
---
U
---
U
---
V
•--
U
79.
m-Cresol
3.81
30.000
---
U
-^-
U
---
U
---
U
---
U
80.
1,4-Naphthoquinone
4,00
10,000
---
U
---
u
---
V
---
U
---
U
81.
1-Naphthylamine
5.61
10.000
_._
U
___
U
___
U.
___
U
___
u
82.
2-Naphthylamine
4.62
10.000
---
U
---
V
---
U
---
U
---
U
83,
2-Nltroaniline
3.61
50,000
---
U
---
U
---
V
---
U
---
U
04,
3-Nitroaniline
4,91
50.000
---
U
---
U
---
V
---
U
---
U
85.
4-NStzoaniline
4.22
20,000
---
U
---
V
---
U
---
V
---
U
86.
5-Nitro-O-Toluidine
4.01
10,000
---
U
---
U
...
V
---
U
---
U
87.
N-Nitroeodi-n-butylamine
3,63
10,000
---
U
^--
U
•-•
U
---
U
---
U
88.
N-Nit roeo diethy lamina
3.83
20.000
---
U
---
U
---
V
---
V
---
U
89.
N-Nitroecmethylethylamine
3.03
10.000
---
U
---
U
---
U
---
u
---
U
90,
N-NitrosoplparSdine
5.19
20.000
---
U
---
V
---
U
--
u
U
91.
N-Nitrosopyrrolidine
2.89
10,000
---
V
---
V
---
U
---
U
---
V
92,
Parathion
3.12
30.000
---
u
---
U
---
u
---
D
---
u
J KBtimated value between the MDL and MRL, U Below ALL UaantitatlOR Limits,

Environment 1, InCO
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:
CLIENT ID:
wastewater Tpi 10
PHONE [phone]
FAX [phone]
6003 D
ANALYST: JAP
DATE COLLECTED: 12/16/19 Page: 3
DATE REPORTED: 02/21/20
SEMI -VOLATILE ORGANICS
EPA METHOD 8270E R6(18)
Date Extrdrtetl
Date Analyzed
PARAMETERS, ug/1 MDL MRL
12/16/19
01/23/20
MW-15
12/23/19
12/26/19
MW-16
12/23/19
12/20/19
MW-17
32/23/19
12/20/19
NW-148
12/23/19
12/20/19
MW-14D
93, Pentachlorobenzene
3.92
10,000
--- D
--- u
--- V
--- V
--- u
94, Pentachloronitrobenzene
3.71
20.D9H
--- u
--- a
--- u
--- u
--- u
95, Phenaoetin
4941
20,000
--- a
--- u
--- v
--- u
--- u
96. 1,4-Henzenediamine
2,99
10,000
--- U
--- u
--- U
--- u
--- u
97. Phorate
3,86
10.000
--- U
--- u
--- u
--- u
--- U
98. Pronamide
3.69
10.000
--- u
--- u
--- u
--- u
--- u
99, Sa[role
4,12
10,000
--- U
--- V
--- u
--- u
--- U
100. 1,2,4,5-Tetrachlorobenzene
5.01
10,000
--- u
--- a
--- U
--- u
--- u
101, Thionazin
4.62
20.000
--- V
--- u
--- v
--- u
--- u
102, 0-Toluidine
4,11
10,000
--- u
--- U
--- u
--- u
--- u
103. 1,3,5-Trinitrobenzene
3.95
10.000
--- u
--- U
--- V
--- v
--- u
104. 0,0,0-Triethyl Phoephorothioate
3.61
10,000
--- u
--- u
--- u
--- u
--- u
105, Hexachloroethane
1.49
10,000
--- U
--- u
--- u
--- u
--- V
106, Ieodrin
3,11
20.000
--- U
--- V
--- u
--- U
--- u
J = 8etimated value between the MHL and MAL, U = Helow ALL Quantitation LSm1ta.

Environment 1, Inco
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHQRST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE
4021 STIRRUP CREEK DR. STE 100
DURHAM, NC 27103
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
CLIENT ID:
PHONE [phone]
FAX [phone]
6003 D
ANALYST: JAP
DATE COLLECTED: 12/16/19 Page: 1
DATE REPORTED: 02/21/20
PARAMETERS, ug/1
Date
HDL
Analyzes
MRL
12/20/19
MW-15
12/20/19
MW-16
12/21/19
MW-17
la/21/19
MW-14S
la/al/19
MW-14D
1.
Chloromethane
0,77
34000
---
U
-•-
U
---
U
---
U
---
U
2.
Vinyl Chloride
0,12
0,200
---
V
...
U
---
U
2.53
---
U
3.
Bromomethane
0.67
10,000.
---
U
---
U
---
U
---
U
---
V
4,
Chloroathane
0.48
10,000
---
U
---
U
---
V
---
U
...
U
5,
Trichlorofluoromethane
0,24
1.000
---
U
---
U
---
U
---
U
---
U
6.
101-Dichloroethene
0417
5.000
---
U
---
U
---
U
---
U
---
U
7,
Acetone
9.06
100,000
---
U
---
U
---
U
---
U
---
U
8,
Iodomethane
0,26
10.000
---
V
---
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-Dichloroethena
0,23
5.000
---
U
---
U
---
U
--•
U
---
U
12.
1,1-Dichloroethane
O.aO
5.000
---
U
---
U
---
U
U
U
13.
Vinyl Acetate
0.20
50.000
---
U
---
V
---
U
---
U
---
V
14,
Cie-1,2-Dichloroethena
0,25
5,000
---
U
---
U
---
U
0.46
J
---
U
15.
2-Butanons
2,21
100,000
---
U
---
U
---
V
•--
U
---
U
16,
Bromochloromethans
0,27
3,000
---
U
---
U
---
U
---
V
---
U
17,
Chloroform
0.25
5.000
___
U
.__
U
___
U
___
U
___
U
18.
1,1,1-Trichloroethans
0.19
1.000
---
U
---
U
---
U
---
U
---
U
19,
Carbon Tetrachloride
0.04
0,200
---
U
---
U
---
U
---
V
---
U
20.
Benzene
0,24
1.000
---
U
---
U
---
U
1,47
---
U
21,
1,2•Dichloroethane
D.02
04200
•--
U
---
U
---
U
0911
J
---
U
22,
Trichloroethene
0,23
1.000
---
V
---
U
---
U
---
V
---
U
23.
1,2-Dichloropropane
0.04
0,200
---
U
---
V
---
U
0.05
J
---
U
24.
Bromodichloromethane
0,04
0.200
---
U
---
V
---
U
---
U
---
U
25.
Cie-1,3-D ichloropropene
0.06
0.200
---
U
---
U
---
U
---
U
---
U
26.
4-Methyl-2-Pent anone
1,19
1000000
---
U
---
V
---
U
U
---
U
27,
Toluene
0.23
1.000
---
U
•--
U
---
U
---
U
---
U
28.
Crane-1,3-➢Sohla ropropene
0.04
0.200
---
U
---
V
---
U
U
---
U
29,
l,l,a-Trichlo roethane
0,03
0.200
___
❑
-__
U
__.
U
__.
U
.__
U
30,
Tetrachloroethens
0.10
0,200
---
U
---
V
---
U
---
U
---
U
31.
2-Heranone
1.57
50,000
---
V
---
U
---
U
---
U
---
U
324
Dibromochloromethane
0.03
0,200
---
V
---
U
---
U
---
U
---
V
33.
1,2-Dibromoethane
0.03
0.200
---
V
---
U
---
V
U
___
U
34,
Chlorobenzene
0.30
3,000
---
U
---
U
---
U
---
U
---
U
35,
1,1,1,2-Tetrachloroethans
0,22
1.000
---
U
---
U
---
U
---
U
---
U
36,
Ethylbenzens
0,21
1.000
---
U
---
V
-•-
U
---
U
---
U
37,
%ylenes
0.68
5.000
---
U
---
U
---
U
---
U
---
U
38.
Dibromomethene
0,28
10,000
W.
U
---
U
---
U
---
V
---
U
39.
Styrene
0.19
1.000
---
U
---
U
---
U
---
V
---
U
40.
Bromoform
0.20
3.000
---
U
---
U
---
U
---
U
---
U
41,
1,1,2,2-Tatrachloroethans
0,03
0.200
---
U
---
U
---
U
---
U
---
V
42,
1,2,3-Trichloropropane
0,09
0.200
---
U
---
V
---
U
---
U
---
U
43,
1,4-Dlchlorobsnzene
0,39
1.000
---
U
---
U
---
U
---
U
---
U
44,
1,2-Dichlorobenzene
0,32
5.000
---
U
-•-
V
---
U
---
V
---
U
45,
1,2-Dibromo-3-Chloropropsna
0,07
0,200
---
U
---
U
---
U
---
U
---
U
46,
Acrylonitrile
2.72
200.000
---
U
---
V
---
U
---
U
---
V
47.
trans-1,4-Dichlero-2-Butens
D.42
100.000
---
U
---
V
---
V
'--
V
-'-
U
J = Estimated value between the MDL and MRL, U = Below ALL Uuantitatlon Limits,

Environment 1, Incor
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)
CLIENT ID:
PHONE [phone]
FAX [phone]
6003 D
ANALYST: JAP
DATE COLLECTED: 12/16/19 Page: 2
DATE REPORTED: 02/21/20
PARAMETERS, ug/1
Date
MDL
Analyzed
MRL
12/20/19
MW715
12/20/19
MW-16
12/21/19
MW-17
12/21/19
MW-14S
12/21/19
MW-14D
98,
Acroleln
1.97
4.000
---
U
---
U
---
u
•--
V
---
U
49,
Allyl Chloride
0,20
10.000
---
U
---
U
---
u
---
V
---
u
50.
Chloroprene
0,21
20,000
---
U
---
U
---
U
---
u
---
u
51,
1,3-Dlchlorobenzene
0,41
5.000
---
U
---
D
---
U
---
V
---
U
52.
DSchlorodl Eluoromethane
0.51
5.000
---
U
---
U
---
U
D
U
53.
1,3-Dichloropropane
D.2E
1.000
---
U
---
U
---
U
---
V
---
U
54,
2,2-Dichloropropane
0,17
15.000
---
U
---
U
---
U
---
U
---
U
55,
1,1-Dichloropropene
0.22
5.000
---
V
---
U
---
U
---
U
---
U
56.
Ethyl Nethacrylate
0.16
30.000
---
u
---
U
---
u
---
U
---
U
57,
Hexachlorobutadiene
0.10
0.200
---
V
---
u
---
U
---
U
---
U
58,
Ieobutyl Alcohol
12.80
100,000
---
U
---
u
---
U
---
U
---
u
59,
Methacrylonitrlle
1.93
100.000
---
u
---
U
---
u
---
U
---
V
60,
Methyl Methacrylate
0,25
30,000
---
U
---
U
---
U
---
V
---
V
61,
Naphthalene
0,47
6.000
---
U
---
U
---
u
---
U
---
U
62.
Propionitrile
3.26
150,000
---
U
---
U
---
V
---
u
---
U
63.
1,2,4-Trichlorobenzene
0,50
10.000
---
U
---
U
---
V
---
U
---
V
64.
Acatonitrile
36,29
55.000
---
U
---
U
---
u
---
V
---
u
65.
TetrahydroEuran
0,39
1.OD0
---
U
---
U
---
V
10.50
---
U
66.
1,4-Dioxane
2,71
3.000
3,69
---
U
---
V
3.71
---
u
J = Retimated value between the MDL and MRL, U = Below ALL Quentl tfltion Limlte.

Environment 1, Incor
GREENVILLE, N.C. 27858
FAX
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: 12/16/19
DURHAM, NC ? 703 DATE REPORTED: 02/21/20
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
PARAMETERS, ug/l
Date
MDL
Analyses
MRL
la/a0/19
Trip
Blank
1,
Chloromethane
0,77
34000
---
U
2.
Vinyl Chloride
0,12
0.200
---
V
3.
eromomethane
0.67
10,000
---
U
4,
Chloroethane
0,48
10.000
---
D
5,
Trichlorofluoromethane
0,24
1.000
---
V
6,
1,1-Dichloroethene
0.17
5,000
---
V
7.
Acetone
9.06
100,000
---
D
8,
Iodomethane
0,26
10,000
---
D
9,
Carbon Disulfide
0,23
100,000
---
U
10,
Methylene Chloride
0,64
1.000
---
V
11,
Crane-1,2-Dichloroethene
0,23
5.000
---
U
12,
1,1-Dichloroethane
0.20
5,000
---
D
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
---
V
17,
Chloroform
0,25
5,000
---
➢
18,
1,1,1-Trichloroethane
0.19
1,000
---
D
19,
Carbon Tetrachloride
0.04
0.200
---
V
20,
Benzene
0,24
1.000
---
V
21,
1,2-Dichloroethane
0,02
0.200
---
U
22,
Trichloroethens
0,23
1.000
---
U
23.
1,2-Dichloropropane
0.04
0.200
---
V
24.
Bromodichloromethane
0,04
0,200
---
V
25,
Cis-1,3-Dichloropropene
0.06
0,200
---
V
26.
4-Methyl-2-Pentanone
1.19
100,000
---
V
27,
Toluene
0,23
1.000
W.
U
26,
trans-1,3-➢Schloropropene
0,04
0,200
•--
U
29,
1,1,2-Trichloroethane
0,03
0,200
---
V
30,
Tetrachloroethens
0.10
0,200
---
U
31.
2-Rexanone
1.57
50,000
---
U
32.
Dibromochloromethane
0.03
0,200
---
V
$3.
1,2-Dibromoothane
0,03
0,200
---
V
34,
Chlorobenzene
0.30
3.000
---
V
35,
1,1,1,2-Tetrachloroethane
0,22
1.000
---
V
36,
Ethylbenzene
0,21
1.000
---
V
37,
Xylenes
0068
54000
---
U
38,
DSbromomethane
0,28
10,000
---
V
39,
Styrene
0.19
1.000
---
V
40,
Bromoform
0,20
3.000
---
V
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
54000
---
V
459
1,2-Dibromo-3-Chloropropane
0,07
0,200
---
U
46,
Acrylonitrlle
2,72
200. 000
---
V
47.
Crane-1,4-Dichloro-2-Butene
0,42
100,000
---
V
756-0633
Page: 3
J Estimated value between the MDL and MRL, V Below ALL Vuantitation Llml L'a.

Environment 1I Incor
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
FAX
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 D
AMEC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST$ SAP
4021 STIRRUP CREEK DR. STE 100 DATE COLLECTED: 12/16/19
DURHAM, NC 27703 DATE REPORTED: 02/21/20
REVIEWED BY:
LANDFILL APPENDIX II
EPA METHOD 8260D R4(18)
PARAMETBRS, ug/l
Date
NDL
Analysed
MAL
32/20/19
Trip
Blank
48,
Acrolein
1,97
4,000
---
U
49,
Allyl Chloride
0.20
10,000
---
u
50,
Chloroprene
0,21
20,000
---
U
51,
1,3-Dichlorobenaene
0,41
5.000
---
➢
52,
DSahlorodifluoromethane
0.51
5.000
---
U
53,
1,3-Dichloropropane
0.28
1.000
---
u
54,
2,2-Dichloropropane
0.17
15,000
---
u
55,
1,1-Dichloropropane
0.22
5.000
---
U
56,
Bthyl Methacrylate
0.16
10,000
---
U
57,
Bexachlorobutadiene
0.10
0,200
---
U
58,
Ieobutyl Alcohol
12.80
1004000
---
u
59,
Methacrylonitrlle
1,93
100.000
---
u
60,
Methyl Methacrylate
0,25
30,000
---
u
61,
Naphthalene
0,47
6.000
---
u
62,
Proplonitrile
3,26
150,000
---
U
63,
1,2,4-Trichlorobenzene
0.50
10,000
---
U
64,
Aaetonitrlla
36.29
55,000
---
u
65,
Tetrahydroiuran
0,39
1.000
---
u
66,
1,4-Diaxane
2,71
3,000
---
u
756-0633
Page: 4
S = Setima[ed value between the NDL find MRL, U e BelOW ALL Ouflntitatlon LlmlEe,

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Environment 1, Incor
114 OAKMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL)
AMEC FOSTER WHEELER
ENVIRONMENT 6 INFRASTRUCTURE
4021 STIRRUP CREEK DR, STE 100
DURHAM, NC 27703
REVIEWED BY: oe
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
METHOD BLANK RESULTS
FAX
CLIENT ID: 6003 D
ANALYST:
JP
DATE
COLLECTED:
12/16/19
DATE
ANALYZED:
12/20/19 -
12/21/19
DATE
REPORTED:
02/21/20
PARAMETERS, ug/1
MDL
MRL
Concentration
1, Chloromethane
0.77
3,00
--- U
2. Vinyl Chloride
0,12
0,20
--- U
3, Bromomethane
0,67
10.00
--- U
4, Chloroethane
0,48
10,00
--- U
5, Trichlorofluoromethane
0,24
1.00
--- U
6. 1,1-Dichloroethene
0.17
5,00
--- U
7. Acetone
9.06
100.00
--- U
8, Iodomethane
0.26
10,00
--- U
9. Carbon Disulfide
0,23
100,00
--- U
10. Methylene Chloride
0.64
1.00
--- U
11. trans-1,2-Dichloroethene
0,23
5.00
--- U
12, 1,1-Dichloroethane
0,20
5.00
--- U
13, Vinyl Acetate
0,20
50,00
--- U
14. cis-1,2-Dichloroethene
0.25
5,00
--- U
15, 2-Butanone
2.21
100,00
--- U
16. Bromochloromethane
0.27
3.00
--- U
17, Chloroform
0.25
5.00
--- U
18. 1,1,1-Trichloroethane
0.19
1400
--- U
19, Carbon Tetrachloride
0.04
0.20
--- U
20, Benzene
0,24
1,00
-- U
21, 1,2-Dichloroethane
0,02
0,20
--- U
22. Trichloroethene
0,23
1.00
--- U
23, 1,2-Dichloropropane
0,04
0,20
--- U
24. Bromodichloromethane
0,04
0,20
--- U
25. cis-1,3-Dichloropropene
0.06
0,20
--- U
26. 4-methyl-2-Pentanone
1,19
100.00
--- U
27. Toluene
0.23
1.00
--- U
28. trans-1,3-Dichloropropene
0,04
0,20
--- U
29. 1,1,2-Trichloroethane
0,03
0.20
--- U
30, Tetrachloroethene
0.10
0.20
--- U
31. 2-Hexanone
1,57
40,00
--- U
32. Dibromochloromethane
0.03
0.20
--- U
33, 1,2-Dibromoethane
0,03
0.20
--- U
34. Chlorobenzene
0,30
3,00
--- U
35, 1,1,1,2-Tetxachloroethane
0,22
1.00
--- U
36. Ethylbenzene
0.21
1.00
--- U
37. Xylenes
0.68
5.00
--- U
38. Dibromomethane
0,28
10.00
--- U
39, Styrene
0,19
1.00
--- U
40. Bromoform
0,20
3.00
--- U
41, 1,1,2,2-Tetrachloroethane
0.03
0.20
--- U
42. 1,2,3-Trichloropropane
0.09
0.20
--- U
43. 1,4-Dichlorobenzene
0,39
1.00
--- U
44. 1,2-Dichlorobenzene
0.32
5.00
--- U
45. 1,2-Dibromo-3-Chloropropane
0,07
0.20
--- U
46. Acrylonitrile
2,72
1 200,00
--- U
47. trans-1,4-Dichloro-2-Butene
0.42
100.00
--- U
48. Acrolein
1.97
4,00
--- U
49, Allyl Chloride
0,20
10.00
--- U
50. Chloroprene
0,21
20.00
--- U
756-0633

Environment 1, I
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:
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
METHOD BLANK RESULTS (continued)
PHONE [phone]
FAX [phone]
6003 D
JP
12/16/19
12/20/19 -
12/21/19
02/07/20
PARAMETERS, ug/1
MDL
MRL
Concentration
51, 1,3-Dichlorobenzene
0.41
5.00
--- U
52. ➢ichlorodifluoromethane
0,51
5.00
--- U
53. 1,3-Dichloropropane
0.28
1.00
--- U
54. 2,2-Dichloropropane
0,17
15.00
--- U
55. 1,1-Dichloropropane
0.22
5.00
--- U
56, Ethyl Methacrylate
0.16
10,00
--- U
57, Hexachlorobutadiene
0.10
0.20
--- U
58, Isobutyl Alcohol
12,80
500.00
--- U
59, Methacrylonitrile
1.93
100.00
--- U
60. Methyl Methacrylate
0,25
30.00
--- U
61, Naphthalene
0.47
6.00
--- U
62. Propionitrile
3.26
150.00
--- U
63: 1,2,4-Trichlorobenzene
0.50
10,00
--- U
64, Acetonitrile
36,29
55.00
--- U
65. Tetrahydrofuran
0,39
1,00
--- U
66. 1,4-Dioxane
2,71
3.00
--- U

Environment 1, Inco
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: 2�/
CLIENT ID:
ANALYST:
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
VOLATILE ORGANICS
EPA METHOD 82601) R4 (18)
SURROGATE RECOVERY RESULTS
ENE [phone]
FAX [phone]
6003 D
JP
12/16/19
12/20/19 -
12/21/19
02/21/20
Sample Name
Limita
(8 recovery)
1,2-DCA-d9
(% recovery)
Toluene-d8
recovery)
4-HFH
(& recovery)
Continuing Calibration atd.
Method Blank
70-130
70-130
9B.3
106
99.1
103
100
101
MW-15
70-130
106
105
102
MW-16
70-130
107
106
103
MW-17
70-130
106
105
102
MW-14S
70-130
105
105
102
MR-14D
70-130
106
107
102
Trip Blank
6003 3W-4 M.9.
70-130
70-130
103
106
103
107
SOS
102
6003 SW-4 M.9.D.
70-130
96.9
99.8 101

Environment 1,
1 I4 OAMMONT DRIVE
GREENVILLE, N.C. 27858
CLIENT: JUDSON WHITEHURST (C&D LANDFILL) CLIENT ID: 6003 D
AMC FOSTER WHEELER
ENVIRONMENT & INFRASTRUCTURE ANALYST: JP
4021 STIRRUP CREEK DR, STE 100 DATE COLLECTED: 12/16/19
DURHAM, NC 27703 DATE ANALYZED: 12/20/19 -
12/21/19
DATE REPORTED: 02/21/20
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4 (18)
MATRIX SPIKE/MATRIX SPIKE DUPLICATE RESULTS
Sample Spiked:
Spike
Sample
Spike
spike
Spike Dup.
Spike Dup.
MS/MSD
(6003)
Amount
Result
Result
Recovery
Result
Recovery
RPD
SW-4
[7g/1
Ug/l
Ug/1
(70-130%)
Ug/l
(70-130%)
(20%)
1,1-Dichloroethene
20.0
--- U
20.25
101
23.32
117
14.1
Benzene
20.0
- U
19.07
95.4
22,48
112
16.4
Trichloroethene
20.0
- U
1s.74
93.7
22.67
113
19.0
Toluene
20.0
- U
16, 90
94.5
22.50
113
17.4
Chlorobenzene
20.0
- U
18.66
93.3
22,01
110
16.5
LABORATORY CONTROL SAMPLE RESULTS
sample Compound:
Spike
Amount
Ug/1
Spike
Reavlt
Ug/l
Spike
Recovery
(70-130$)
1,1-Dichloroethene
20.00
19,63
98.2
Benzene
20.00
19.93
99.7
Trichloroethene
20.00
20.40
102
Toluene
20.00
20.27
101
Chlorobenzene
20.00
19.94
99.7

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

Appendix B
MW-11) Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
2
VIC
1
1,000
15
1
20
2,000
0.3
"11000
2001-May
NS
NS
NS
NS
iv.
ivy
NS
NS
N�
NS
NS
NS
ivy
ivy
2001-Nov
ND
ND
ND
ND
ND
83
ND
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
22
ND
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
0.24 U
0.41 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
11J
0.06U
0.11
0.3J
0.11
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
0.57J
0.49J
71.1J
0.02U
0.85J
0.24J
0.22J
4.8J
0.27J
NS
3.4J
0.24J
0.01U
0.03J
NS
0.88J
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
0.3 J
0.07 U
74.6 J
0.07 U
0.60 J
0.13 J
0.38 J
4.1 J
0.29 J
0.07 U
4.4 J
0.51 U
0.20 U
0.08 U
0.52 J
2.2 J
11
2017-Dec
0.26J
4.9J
115
0.07J
0.55J
2.1J
0.57J
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
0.15 U
0.22 J
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
0.111
2.5J
35.5
0.05U
0.111
1.4J
0.27J
1.6J
11
0.05U
1.6J
0.3J
0.091
0.05U
0.17J
2
14
2019-Jun
9
1.5 J
28.1
0.05 U
0.02 U
0.15 U
0.07 J
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
2019-Dec
0.03 U
0.08 U
25
0.38 J
0.04 U
1.3 J
0.76 J
1.47 U
0.03 U
0.06 J
5 J
0.05 U
0.52 J
0.02 U
0.05 U
0.7 J
7 J
1 of 53

Appendix B
MW-1D Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
.. -.
.
14m,
.
GWPS
1
70
NE
0.03
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
1000
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
42.70
2.71 U
13.34
2019-Jun
0.24 U
0.02 U
0.25 U
100 U
0.12 U
43.30
2.71 U
12.50
2019-Dec
0.24 U
0.02 U
0.25 U
422 J
0.12 U
122.00
2.71 U
12.28
2 of 53

Appendix B
MW-1S 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
ND
Total
Chromium
CobaltCopper
ND
ND
ND
NS
ND
ND
ND
ND
ND
ND
ND
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
15
ND
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
0.24 U
0.41 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
0.3J
1.51
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
0.2J
0.8J
1.5
1.6
NS
5.2J
1.91
0.2J
0.11
0.8J
0.81
4.5J
2008-Nov
0.11
1.11
62.5J
0.7J
0.3J
0.5J
0.91
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
0.10U
1.2J
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
0.10U
2.5J
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
0.5J
0.7J
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
0.5J
0.8J
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
0.44J
0.41J
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
0.66J
0.48J
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
0.911
0.38J
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
0.45J
0.31J
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
0.50J
0.20J
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
0.45 J
0.13 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
1.6J
0.33J
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
0.17J
0.44J
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
0.12U
0.30J
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
0.52J
0.20J
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
0.53J
0.31J
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
0.17J
0.24U
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
0.111
0.24U
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
0.15U
0.2J
1.3J
0.48J
0.07U
2J
0.56J
0.05U
0.05U
1.2
1.2
1.11
2018-Dec
0.52 J
0.96 J
38.5
0.05 U
0.14 J
0.77 J
0.27 J
1.9 J
0.28 J
0.05 U
3.1 J
1.9 J
0.05 U
0.05 U
1.8
1.8
8.1 J
2019-Jun
0.67J
0.68J
31.3
0.05U
0.07J
0.18J
0.37J
3.1J
0.6J
0.06J
2.4J
0.7J
0.05U
0.14J
0.05U
1.5
2.3J
2019-Dec
1 0.03 U
1 0.08 U
1 43
1 0.42 J
1 0.04 U
1 3 J
1 0.32 U
1 1.47 U
1 0.03 U
0.05 U
7.9 J
0.05 U
0.51 U
0.02 U
0.05 U
5
13
3 of 53

Appendix B
MW-1S Selected VOCs and other Analytes
Historical Analytical Data and Groundwater Elevations
C&D Landfill, Pitt County, North Carolina
GWPS
70
NE
--
2001-May
ND
ND
ND
NS
ND
NS
NS
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
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
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
NL
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
2019-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
4.39
12.73
4 of 53

Appendix B
MW-21) Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
10
1
1,000
15
1
20
2,000
2001-May
ND
ND
ND
ND
ND
29
ND
ND
AU
JJ
ND
ND
ND
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
24
ND
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
it
ND
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
0.24 U
0.41 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
0.44U
0.4J
16J
0.06U
0.35J
0.3J
0.11
0.7
0.2
NS
1.4J
0.2J
0.04U
0.04U
ND
0.07U
2.2
2008-Nov
NS
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
1.7 J
0.4 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
0.04 U
0.03 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
0.18U
0.04J
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
0.7J
0.26J
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
0.31J
0.04J
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
0.63 J
0.24 U
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
0.57 J
0.24 U
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
2J
0.51J
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
0.35 J
0.12 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
0.09 J
0.15 U
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
2019-Dec
0.03 U
0.08 U
13
0.32 U
0.04 U
4 J
1
1.47 U
0.03 U
0.06 J
5 J
0.05 U
1.3 J
0.02 U
0.05 U
0.39 J
8 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
1
0.4
70
NE
0.03
NE
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
2019-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
9.13
6 of 53

Appendix B
MW-2S 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
�mmw15
ND
Total
Chromium
CobaltCopper
ND
ND
29
NS
ND
q'w0.2
ND
ND
ND
NS
ND
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
85
ND
ND
ND
NS
ND
ND
ND
ND
NS
124
99
2002-Nov
ND
ND
ND
ND
ND
69
19
ND
ND
NS
ND
ND
ND
ND
NS
98
57
2003-May
ND
ND
ND
ND
ND
ND
16
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
42
ND
ND
20
NS
ND
ND
ND
ND
NS
ND
ND
2004-Nov
ND
ND
ND
ND
ND
33
11
ND
ND
NS
ND
ND
ND
ND
NS
44
ND
2005-May
ND
ND
ND
ND
ND
33
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-Nov
ND
ND
ND
ND
ND
15
13
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
0.05U
0.47U
0.04U
0.08U
0.06U
0.24U
0.41U
0.2U
0.07U
0.04U
0.66U
0.35U
0.52U
0.07U
NS
0.42U
0.2U
2007-Nov
0.4J
4.2J
96.9J
0.06U
0.3J
0.5J
9.3J
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
0.6J
1.3J
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
1.7J
10
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
0.7J
5.8J
1.9
0.5
NS
1.8J
2.5J
0.04U
0.03U
NS
1.8J
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
0.10U
0.4J
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
0.7J
1.11
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
0.6J
3.3J
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
0.62J
3.7J
1.5J
0.92J
NS
3.1J
0.20U
0.02U
0.11
NS
0.94J
3.1J
2011-Nov
0.14 U
0.9 J
34.3 J
0.07 J
0.17 J
0.29 J
1.11
0.49 J
0.68 J
NS
1.2 J
1.3 J
0.02 U
0.07 J
NS
0.75 J
2.0 J
2012-May
0.12J
6.1J
166
0.17J
0.25J
1.7J
7.0J
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
1.91
8.6J
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
0.57J
2.0J
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
0.81 J
1.0 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
3.5J
5.6J
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
0.14 J
0.29 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
1.2J
0.39J
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
0.70 J
0.49 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
0.37J
1.7J
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
0.82 J
1.11
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
7.6J
4.1J
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
0.43 J
1.1
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
3 J
1.4
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
0.09 J
5.3
94.7
0.05 J
0.06 J
1.3
2 J
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
2019-Dec
0.03 U
16
331
0.32 U
0.04 U
5.7
3.4
7.8 J
0.03 U
0.05 U
0.32 U
14
0.51 U
0.02 U
0.05 U
4
3.5 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
70
NE
--
2001-May
ND
ND
ND
NS
ND
NS
NS
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
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
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
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
NIA
11.62
2018-Dec
0.24 U
0.02 U
0.02 U
100 U
0.12 U
4.85
6.20
11.08
2019-Jun
0.24 U
0.02 U
0.25 U
100 U
0.12 U
3.94
11.90
10.69
2019-Dec
0.44 J
0.02 U
0.25 U
100 U
0.12 U
27.90
129.00
10.09
8 of 53

Appendix B
MW-31) Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
99L-
I
I
L
m
N=.
GWPS
1
10
4
2
10
1
1,000
15
1
20
2,000
2001-May
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
0.24U
0.41U
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
1.5 J
13
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
0.11U
0.11
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
0.10U
0.11
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
0.15 J
0.05 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
0.18 U
0.03 J
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
0.38J
0.08J
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
0.40 J
0.05J
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
0.58 J
0.24 U
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
0.08 U
0.24 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
4.6J
0.26J
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
0.15 U
0.08 J
0.54 J
0.03 U
0.05 U
11
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
0.03 J
0.15 U
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
2019-Dec
0.03 U
1 0.08 U
8 J
0.32 U
0.04 U
1.05 U
1
1.47 U
0.03 U
0.05 U
2 J
0.05 U
1 J
0.02 U
0.05 U
0.2 U
5 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
70
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
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
1000
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
2019-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
9.93
10 of 53

Appendix B
MW-3S Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
Date Sampled
GWPS
Antimony
Arsenic
Barium
NS
Beryllium
NS
Cadmium
NS
Total
Chromium
CobaltCopper
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2001-May
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
1.2J
9.4J
1.8
0.1
NS
5.9J
5.6J
0.04U
0.04U
NS
1.7J
8J
2008-May
0.44 U
0.4 J
4 J
0.06 U
1
0.2 J
0.11
0.8
0.04 U
NS
0.5 J
0.3 J
0.04 U
0.04 U
NS
0.07 U
1.6 J
2008-Nov
0.1 J
8.4 J
447
0.06 U
0.04 U
1.4 J
17
1.3
0.1
NS
7.1 J
9.8 J
0.11
0.04 U
NS
1.5 J
3.3 J
2009-May
0.06 J
7.0 J
460
0.06 U
0.11
1.6 J
12.6
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
8.8 JB
10.6
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
0.06 J
6.8 J
492
0.06 U
0.04 U
11
5.7 J
1.9 J
0.11
0.03 U
5.8 J
0.12 U
0.2 J
0.03 U
0.08 U
2.3 J
1.3 J
2010-May
0.22U
9.2J
527
0.02U
0.3J
2J
18
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
1.7 J
37
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
0.76 J
14
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
1.7J
6.8J
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
1.01
2.6J
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
1.5J
15
1.6J
0.31J
0.02J
5.8J
0.3J
0.1U
0.07U
0.13J
1.8J
7.6J
2013-May
0.02 U
3.7 J
288
0.09 J
0.111
0.50 J
2.2 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
1.8 J
5.91
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
5.1J
2.6J
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
2.6J
0.89J
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
7.3J
2.7J
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
9.8J
3.1J
2.2J
0.24J
0.04J
4.5J
2J
0.06U
0.05U
0.11J
3.4J
3.8J
2016-Nov
0.19 J
7
945
0.14 J
0.05 U
18
3.0 J
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
13
2.5J
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
17
3.9 J
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
24
4.7
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
32
3
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
502
1 0.06 J
1 0.02 U
1 2.9
1 24
2.2 J
0.03 U
0.13 J
5.6 J
14
0.05 U
0.05 U
0.05 U
5.9
2.8 J
2019-Dec
0.03 U
1 22
1 650
1 0.32 U
1 0.04 U
1 25
1 6
4 J
0.03 U
0.05 U
5 J
27
0.51 U
0.02 U
0.05 U
5
3 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
.1,4-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
ND
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
1000
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
35.30
184.00
11.52
2019-Jun
0.89 J
0.11 J
0.25 U
100 U
0.12 U
26.60
176.00
11.12
2019-Dec
1.81
0.02 U
0.25 U
100 U
0.12 U
23.10
326.00
10.28
12 of 53

Appendix B
MW-3A Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
1
1,000
15
1�4=
2
2,000
2001-May
NS
NS
NS
NS
NS
NS
LN_
Lv-)
LJJ
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
125 B
0.44 U
0.18 J
3.36 JB
19.9
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
0.10U
15
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
0.11
3.8 J
4.0 J
0.01 U
0.08 U
1.5 J
1.01
0.03 U
0.05 U
3.9 J
0.81
2.9 J
2010-Nov
0.22U
5.4J
100
0.11
0.11
0.3J
17
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
0.3J
7.7J
1.11
0.15J
0.05J
1.6J
1.11
0.02U
0.02U
0.32J
0.69J
3.2J
2011-Nov
0.14 U
2.2 J
70.7 J
0.02 U
0.36 J
0.67 J
15
0.88 J
0.17 J
0.05 J
3.6 J
2.3 J
0.02 U
0.14 J
0.47 J
0.88 J
4.7 J
2012-May
0.101
2.8J
86.6J
0.07U
0.08J
1.5J
25
0.85J
0.25J
0.04J
4.8J
4.3J
0.1U
0.101
0.24J
2.0J
5.7J
2012-Nov
0.50 J
5.5 J
120
0.07 U
0.34 J
2.3 J
28
1.4 J
0.35 J
0.05 J
8.8 J
11
0.1 U
0.13 J
0.28 J
1.6 J
8.4 J
2013-May
0.07 J
2.4 J
62.5 J
0.03 U
0.07 J
1.01
18
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
0.29 J
0.28 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
2.8J
15
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 U
0.12 J
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
5.1J
11
1.3J
0.28J
0.05U
9.7J
0.22U
0.03J
0.16J
0.35J
1.51
6.9J
2016-May
0.05U
1.5J
78.9J
0.05J
0.07J
1.01
7.6J
1.3J
0.34J
0.04U
2.6J
1.11
0.06U
0.05U
0.06U
1.51
3.7J
2016-Nov
0.111
6.8J
198
0.08J
0.08J
4.1J
6.2J
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
8.7J
8.6J
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
10
9.5 J
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
2.5J
2.1
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
13
8.3
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
6
9.3
11
0.03 U
0.05 U
4.9 J
4 J
0.05 U
0.05 U
0.05 U
2.5
3.1 J
2019-Dec
0.03 U
20
299
0.32 U
0.04 U
15
7
2 J
0.03 U
0.05 U
5 J
19
0.51 U
0.02 U
0.05 U
4
3 J
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
70
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
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
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
U.sy 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
'r,
12.35
2018-Dec
1.69
0.13 J
0.25 U
100 U
1.09
24.40
87.00
11.19
2019-Jun
1
0.13 J
0.25 U
100 U
0.12 U
8.44
66.90
10.73
2019-Dec
1.49
0.02 U
0.25 U
100 U
0.12 U
20.50
257.00
10.28
14of53

Appendix B
MW-4 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
Date Sampled
2001-May
Antimony
ND
Arsenic
ND
Barium
ND
Beryllium
ND
Cadmium
ND
Total
Chromium
CobaltCopper
ND
ND
15
ND
NS
ND
ND
ND
0.2
ND
NS
ND
ND
ND
2001-Nov
ND
ND
ND
ND
ND
29
ND
ND
11
NS
ND
ND
ND
ND
NS
ND
ND
2002-May
ND
ND
ND
ND
ND
42
ND
ND
13
NS
ND
ND
ND
ND
NS
ND
ND
2002-Nov
ND
ND
ND
ND
ND
13
ND
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
12
ND
ND
25
NS
ND
ND
ND
ND
NS
ND
ND
2004-Nov
ND
ND
ND
ND
ND
25
ND
ND
19
NS
ND
ND
ND
ND
NS
45
ND
2005-May
ND
ND
ND
ND
ND
30
ND
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
0.24 U
0.41 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
2.7 J
1.0 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
1.2J
1.01
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
1.01
0.4J
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
2.1J
1.3J
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
2.8J
0.91
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
2.1J
0.91
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
3.1J
1.11
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
3J
0.58J
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
3.7J
0.76J
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
5.7J
0.63J
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
3.6J
0.38J
0.88J
3.1J
NS
1.8J
1.2J
0.1U
0.07U
NS
5.8J
6.7J
2013-May
0.02 U
0.83 J
108
0.03 U
0.09 J
2.2 J
0.35 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
1.9 J
0.30 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
0.14U
0.13J
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
3.0J
0.80J
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
3.3J
1.3J
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
1.9 J
0.38 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
2.0 J
0.33 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
2.0 J
0.36 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
3.2J
0.51J
0.92J
1.91
0.07U
1.5J
0.59J
0.20U
0.08U
0.13U
4.6J
5.6J
2018-Jun
0.07 J
1.1 J
93.2
0.26 J
0.09 J
2.4 J
0.46 J
11
1.8 J
0.07 U
1.7 J
0.79 J
0.05 U
0.06 J
0.05 U
5.1
3.3 J
2018-Dec
0.08 J
0.48 J
52.5
0.11
0.14 J
4.4 J
0.22 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
0.57J
3.8J
0.39J
0.05J
0.11
1.91
1.11
0.07J
0.16J
0.05U
2.7
3.5J
2019-Dec
0.03 U
0.08 U
72
0.36 J
0.04 U
3 J
0.82 J
1.47 U
0.03 U
0.05 U
3 J
2.2 J
11
0.02 U
0.05 U
3
11
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
70
NE
--
2001-May
ND
ND
ND
NS
ND
NS
NS
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
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
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
2019-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
8.64
16 of 53

Appendix B
MW-5 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
1
1,000
15
1
20
0.2
2,000
2001-May
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
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
ND
21
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-May
ND
ND
ND
ND
ND
ND
12
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-Nov
ND
ND
ND
ND
ND
ND
29
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-May
ND
5.3
ND
ND
ND
ND
17
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
0.24 U
0.41 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
0.4J
2.3J
1.6
0.4
NS
9.11
2.3J
0.04U
0.04U
NS
1.6J
5.9J
2008-May
0.51
5.0J
101
0.11
0.11
1.2J
1.7J
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
1.11
0.5J
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
0.7J
1.2J
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
2.7J
1.6J
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
2.3J
2.8J
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
11
7.8J
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
6.2J
1.51
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
9.5J
1.6J
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
6.1J
1.7J
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
5.2J
1.11
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
4.8J
1.6J
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
0.05J
3.1J
0.34J
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
9.3 J
2.6 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
9.8J
1.51
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
13
2.9J
5.5J
7.8J
NS
8.7J
3.6J
0.20U
0.111
NA
17.2J
27
2017-Dec
0.69 J
2.1 J
76.1 J
0.07 U
0.08 U
6.7 J
0.99 J
3.6 J
0.3 J
0.07 U
4.4 J
3.8 J
0.20 U
0.08 U
0.13 U
3.0 J
2.7 J
2018-Jun
0.18J
5J
82.5
0.13J
0.12J
4.9J
1.1
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
3.3 J
1.2
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
0.26 J
7
280
0.09 J
0.14 J
4
7.5
1.11
0.03 U
0.11
7.9 J
3.8 J
0.05 U
0.13 J
0.05 U
2.8
4.7 J
2019-Dec
1 0.03 U
1 3.2 J
119
0.02 U
0.04 U
11
2
2 J
0.03 U
0.05 J
10
5.8 J
1 J
0.02 U
0.05 U
5
11
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
70
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
Ninn
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
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
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
amagea
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
'r,
12.45
2018-Dec
0.24 U
0.02 U
0.25 U
390 J
0.12 U
2.27
16.40
12.30
2019-Jun
0.24 U
0.07 J
0.25 U
100 U
0.12 U
6.80
74.20
11.90
2019-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
2.48
31.70
11.20
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
10
ND
Barium
ND
Beryllium
ND
Cadmium
ND
Total
Chromium
CobaltCopper
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
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
ND
11
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2003-Nov
ND
ND
ND
ND
ND
11
52
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-May
ND
ND
ND
ND
ND
15
23
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-Nov
ND
14
ND
ND
ND
22
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-May
ND
ND
ND
ND
ND
20
15
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2005-Nov
ND
22
ND
ND
ND
11
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-May
ND
ND
ND
ND
ND
ND
11
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2006-Nov
ND
ND
ND
ND
ND
12
ND
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
0.24 U
0.41 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
0.2 J
16
233
0.9 J
0.6 J
13
6.3 J
6.7
5.9
NS
9.11
7.9 J
0.04 U
0.2 J
NS
17 J
20
2008-May
0.2J
5.3J
65J
0.11
0.4J
3.1J
1.7J
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
4.7J
4.4J
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
2.5J
1.11
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
0.8J
0.6J
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
4.2J
5.4J
2.4J
0.2J
NS
7.5J
7.5J
0.03U
0.05U
NS
5.8J
3.3J
2010-Nov
0.22U
4.8J
155
0.11
0.6J
2J
0.7J
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
2.4J
1.4J
1.6J
0.18J
NS
2J
1.3J
0.02U
0.9J
NS
3.9J
1.8J
2011-Nov
0.14U
2.4J
157
0.06J
0.29J
2.7J
1.11
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
2.5J
1.3J
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
1.8J
0.55J
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
3.2J
3.0J
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
0.38 J
0.22 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
2.6J
2.8J
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
0.86J
0.911
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
1.3J
1.11
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
4.0J
4.5J
2.5J
0.14J
NS
5.5J
3.2J
0.06U
0.18J
NS
4.9J
3.2J
2016-Nov
0.08 J
13
336
0.13 J
0.18 J
4.8 J
2.5 J
1.01
0.66 J
NS
3.6 J
6.3 J
0.06 U
0.05 U
NS
5.6 J
1.9 J
2017-May
0.06U
6.4J
98.1J
0.18J
0.25J
3.4J
1.4J
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
7.7 J
2.9 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
0.08 J
1.2 J
348
0.05 U
0.15 J
1.3 J
1.6
1.4 J
0.07 J
0.07 U
3.6 J
2.5 J
0.05 U
0.11
0.05 U
1.2
0.11 U
2018-Dec
0.19 J
5.7
470
0.05 U
0.17 J
4.3 J
2.9
1.3 J
0.03 U
0.06 J
6.3 J
3.7 J
0.05 U
0.05 U
0.05 U
2
2.3 J
2019-Jun
0.15 J
11
776
0.07 J
0.13 J
3.5
7.1
0.98 J
0.03 U
0.16 J
6.2 J
4 J
0.05 U
0.05 U
0.05 U
6.2
2.2 J
2019-Dec
1 0.03 U
1 10
1 535
1 0.02 U
0.04 U
12
4
1.47 U
0.03 U
0.05 J
7 J
10
0.6 J
0.02 U
0.05 U
7
4 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
70
NE
--
2001-May
ND
ND
ND
NS
ND
NS
NS
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
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
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
'r,
11.38
2018-Dec
0.24 U
0.02 U
0.25 U
100 U
0.18 J
6.88
13.50
10.98
2019-Jun
0.24 U
0.02 J
0.25 U
100 U
0.12 U
14.40
40.10
10.61
2019-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
14.70
25.30
10.30
20 of 53

Appendix B
MW-7 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
ND
Total
Chromium
CobaltCopper
ND
ND
ND
NS
ND
ND
ND
0.2
ND
NS
ND
ND
ND
2001-Nov
ND
ND
ND
ND
ND
15
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
ND
17
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
40
ND
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
0.24 U
12
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
6.4 J
136
0.11
0.4 J
1.3 J
17
2.7
0.3
NS
7.5 J
6.0 J
0.04 U
0.04 U
NS
2.5 J
3.4 J
2008-May
0.2J
3.6J
31J
0.11
0.04U
1.11
2.6J
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
1.11
2.8J
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
0.5J
2.3J
1.6
0.1
NS
0.91
0.8J
0.04U
0.03U
NS
1.8J
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
0.10U
1.11
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
2.5J
9.01
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
0.4J
0.8J
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
1.2J
4.2J
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
0.92J
1.2J
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
2.0J
3.6J
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
1.5J
1.3J
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
7.4 J
9.2 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
6.1J
5.2J
1.7J
0.14J
NS
3.5J
3.4J
0.03U
0.26J
NS
1.3J
1.91
2014-Nov
0.22 J
4.1 J
398
0.04 U
0.26 J
11
5.01
4.8 J
0.22 J
NS
6.0 J
0.44 U
0.04 U
0.13 U
NS
1.3 J
1.4 J
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
9.91
4.1J
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
18
16
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
8.8J
3.3J
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
8.9 J
8.3 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
0.12 J
0.47 U
312
0.07 U
0.09 J
8.2 J
3.5 J
4.6 J
0.24 J
0.07 U
5.1 J
0.5 U
0.20 U
0.08 J
0.13 U
1.11
1.11
2018-Jun
0.06 J
1.9 J
132
0.05 U
0.06 J
2.7 J
2.4
0.65 J
0.14 J
0.07 U
2 J
2.7 J
0.05 U
0.06 J
0.05 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
0.05 U
0.05 U
0.05 U
2.4
3.4 J
2019-Jun
0.1 J
9
524
0.06 J
0.02 U
8
14
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
2019-Dec
0.03 U
2.8 J
234
0.02 U
0.04 U
15
4
7 J
0.03 U
0.05 J
8 J
9.2 J
0.22 U
0.02 U
0.05 U
0.86 J
5 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
0.4
70
NE
--
2001-May
ND
ND
ND
NS
ND
NS
NS
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
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
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
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
NIA
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
2019-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
2.47
8.51
10.89
22 of 53

Appendix B
MW-8 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
Total
Chromium
CobaltCopper
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
13
ND
ND
ND
ND
ND
ND
2.8J
NS
ND
ND
ND
ND
NS
115
134
2003-Nov
ND
ND
ND
ND
ND
122
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-May
ND
ND
ND
ND
ND
10
ND
ND
ND
NS
ND
ND
ND
ND
NS
ND
ND
2004-Nov
ND
ND
ND
ND
ND
25
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
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
ND
43
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
0.24 U
38
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
1.01
0.41U
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
1.11
19
0.9
0.2
NS
7.8J
5.9J
0.04U
0.04U
NS
1.01
2.7J
2008-Nov
0.05 U
2.7 J
121
0.06 U
0.11
0.4 J
12
0.8
0.2
NS
4.7 J
3.5 J
0.04 U
0.04 U
NS
0.8 J
1.7 J
2009-May
0.06J
1.6J
113
0.06U
0.2J
0.11
8.4J
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
4.76 JB
12.3
2.31 J
6.79 U
0.024 U
3.91 J
4.59 J
7.77 JB
0.198 U
5.12 JB
0.586 U
1.29 U
2010-Jan
0.06J
4.0J
169
0.11
0.2J
0.10U
10
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
0.8J
21
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
0.8J
24
0.8J
0.4J
0.08U
9.11
4.7J
0.11
0.05U
0.5J
1.91
5.4J
2011-May
0.14U
3.2J
124
0.06J
0.06J
0.84J
31
1.3J
0.13J
0.08J
5.2J
3.0J
0.02U
0.02U
0.95J
0.76J
5.4J
2011-Nov
0.14U
2.7J
184
0.24J
0.13J
2.1J
17
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
1.7J
31
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
3.0J
27
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
2.2J
24
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
3.8J
22
2.0J
0.191
0.01U
7.8J
4.9J
0.03U
0.03J
0.06U
1.01
3.4J
2014-Nov
0.20 J
10
189
0.04 J
0.08 J
5.8 J
12
1.2 J
0.13 U
0.06 U
8.4 J
0.16 U
0.04 U
0.13 U
0.22 J
1.11
2.8 J
2015-May
0.11 J
4.3 J
202
0.26 J
0.101
2.9 J
14
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
1.3J
4.0J
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
0.05 U
8.7 J
it
1.7 J
0.20 J
0.04 J
6.4 J
8.6 J
0.06 U
0.05 U
0.09 J
1.8 J
1.9 J
2016-Nov
0.24 J
21
285
0.24 J
0.20 J
9.3 J
9.8 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
12
8.0J
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
17
3.3 J
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
3.9 J
3.2
11
0.26 J
0.07 U
3.1 J
4.5 J
0.05 U
0.05 U
0.05 U
1.7
1.5 J
2018-Dec
0.22 J
15
358
0.06 J
0.08 J
15
3.4
1.11
0.04 J
0.05 U
7.4 J
NS
0.05 U
0.05 U
0.05 U
1.6
3 J
2019-Jun
0.24 J
19
608
0.08 J
0.02 U
3.8
21
2 J
0.03 U
0.08 J
7.1 J
8.4 J
0.05 U
0.05 U
0.05 U
3.1
2.9 J
2019-Dec
1 0.03 U
1 28
1 475
1 0.02 U
1 0.04 U
1 23
4.1
5 J
0.03 U
0.05 U
13.4
17
0.22 U
0.02 U
0.05 U
5
5 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
.1,4-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
21.20
49.30
12.22
2019-Jun
1.17
0.06 J
0.25 U
100 U
0.12 U
28.10
94.70
11.71
2019-Dec
1.13
0.02 U
0.25 U
100 U
0.12 U
32.90
218.00
11.36
24 of 53

Appendix B
MW-9A Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
1
1,000
15
1
20
2,000
2001-May
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
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
3 JB
1.72 U
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
2.7J
0.7J
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
0.3 J
0.2 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
0.03 U
0.2 J
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
0.17 J
0.09 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
0.23 J
0.111
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
0.18 U
0.06 J
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
0.18U
0.08J
0.50J
0.12J
NS
1.3J
0.21J
0.1U
0.07U
NS
0.25J
4.4J
2013-May
0.04J
0.15J
39.5J
0.03U
0.64J
0.13J
0.04J
0.35J
0.12J
NS
0.98J
0.08J
0.03U
0.02U
NS
0.07J
3.7J
2014-May
0.02 U
0.05 U
29.3 J
0.03 U
1
0.04 U
0.05 J
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
0.14U
0.12U
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
0.18 J
0.06 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
0.12 U
0.10 J
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
0.08 J
0.07 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
0.06 U
0.113 J
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
0.08 U
0.24 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
0.36 J
0.29 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
0.15 U
0.27 J
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
0.15 U
0.12 J
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
0.111
0.15 U
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
2019-Dec
0.05 J
0.08 U
62
0.02 U
0.04 U
0.12 U
0.51 J
2 J
0.06 J
0.05 U
5.2 J
0.62 J
0.22 U
0.06 J
0.16 J
1
8 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
.. -.
W'. -
.-
.
GWPS
1
A
70
NE
0.03
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
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
2019-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
14.62
26 of 53

Appendix B
MW-10 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
1
1,000
15
1�4=
2,000
2001-May
NS
NS
NS
NS
NS
NS
LN_
Lv-)
LJJ
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
76.1 B
0.44 U
0.17J
3 JB
1.72 U
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
0.91
0.3J
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
0.6J
0.2J
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
0.11
0.3 J
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
0.83J
2.2J
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
0.86J
0.26J
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
0.50 J
0.45 J
0.37 J
0.74 J
NS
2.3 J
0.93 J
0.1 U
0.07 U
NS
5.9 J
0.48 U
2012-Nov
0.09 J
1.5 J
132
0.08 J
0.08 J
0.80 J
0.86 J
0.64 J
0.43 J
NS
1.6 J
2.1 J
0.1 U
0.07 U
NS
4.1 J
3.1 J
2013-May
0.04J
0.74J
169
0.08J
0.06J
1.11
0.33J
0.68J
0.23J
NS
1.5J
1.7J
0.03U
0.02U
NS
4.6J
2.1J
2014-May
0.02 U
0.05 U
58.9 J
0.04 J
0.17 J
0.83 J
0.44 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
1.11
0.49J
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
1.4 J
0.31 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
1.7J
0.38J
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
9.2J
0.92J
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
11
1.0 J
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
12
0.87 J
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
4.7J
0.56J
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
4.1J
0.42J
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
14
1.8
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
1.9
19
0.8J
0.03U
0.05U
9.3J
4.1J
0.05U
0.18J
0.05U
9.5
2.7J
2019-Dec
0.18 J
5.5
267
0.02 J
0.05 J
21
2.6
5 J
0.05 J
0.05 J
18.0
7.4 J
0.22 U
0.05 J
0.05 U
11
6 J
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
■
.•
c
�.
GWPS
A A
7n
NE
nnq
mr--
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
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
NIA
13.37
2018-Dec
1.57
0.34
0.31 J
328 J
2.2
25.42
5.40
13.72
2019-Jun
2.26
0.4
0.35 J
849 J
1.77
29.00
10.70
12.82
2019-Dec
1.28
0.21
0.25 1,
849 J
0.33
31.20
10.50
12.79
28 of 53

Appendix B
MW-11 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
1
1,000
15
1
20
0.2
2,000
2001-May
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
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
3.09 JB
1.72 U
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
0.10U
0.5J
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
0.11
0.3 J
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
0.14U
0.10U
19.2J
0.31J
0.17J
0.23J
0.26J
0.67J
0.11
NS
1.2J
0.20U
0.02U
0.02U
NS
0.54J
2.1J
2011-Nov
0.14U
0.23J
17.3J
0.101
0.13J
0.04J
0.20J
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
0.18 U
0.22 J
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
0.25J
0.53J
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
0.78J
0.73J
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
0.20 J
0.19 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
0.34J
0.66J
0.96J
0.13U
NS
4.5J
0.44U
0.04J
0.13U
NS
0.34J
3.1J
2015-May
0.02U
0.46J
24.4J
0.18J
0.33J
1.11
0.43J
0.901
0.101
NS
3.20J
1.40J
0.01U
0.30J
NS
0.22U
3.0J
2015-Nov
0.12J
0.24J
21.3J
0.06J
0.45J
0.65J
0.52J
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
0.85 J
0.30 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
0.43 J
0.70 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
0.08 U
0.28 J
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
0.8 J
0.73 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
1.3J
1.4J
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
0.1 J
0.56 J
1
0.3 J
0.04 J
0.05 U
5.7 J
1.1 J
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
0.9 J
0.77 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
2019-Dec
0.36 J
4.6 J
131
0.04 J
0.04 U
0.12 U
2.4
2 J
0.05 J
0.05 U
14.6
3.5 J
0.22 U
0.02 J
0.19 J
3
1.4 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
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
17.30
9.21
9.95
2019-Dec
2.56
0.27
0.52 J
100 U
0.57
43.80
25.20
10.87
30 of 53

Appendix B
MW-12S Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
1
1,000
15
1�4=
2,000
2001-May
NS
NS
NS
NS
NS
NS
LN_
Lv-)
LJJ
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
56.6 B
0.44 U
0.158 U
2.48 JB
1.72 U
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
0.10U
0.2J
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
0.6J
0.2J
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
1.7J
0.8J
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
2.6J
1.51
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
14
0.84 J
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
6.5 J
0.72 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
16
1.11
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
19
0.88 J
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
9.0 J
0.82 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
21
1.11
1.2J
0.13U
0.06U
6.7J
0.44U
0.04U
0.13U
0.18J
11.01
1.91
2015-May
0.70 J
15
292
0.02 U
0.09 J
8.9 J
0.81 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
2.7J
0.30J
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
27
1.7 J
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
28
2.0 J
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
28
1.8 J
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
0.25 J
41
541
0.07 U
0.15 J
31
2.0 J
2.4 J
0.24 J
0.07 U
6.9 J
0.5 U
0.20 U
0.08 U
0.24 J
21.3 J
5.5 J
2018-Jun
0.18 J
37
466
0.07 J
0.13 J
26
1.9
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
24
1.6
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
3.2
55
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
2019-Dec
j 0.31 J
j 29
589
0.02 U
0.04 U
44
3.3
3 J
0.03 U
0.05 U
14.7
16
0.22 U
0.02 U
0.60 J
40
8 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
.
.1,4-Dioxane
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
64.90
32.80
11.46
2019-Dec
2.12
0.15 J
0.34 J
100 U
1.25
40.10
27.40
10.92
32 of 53

Appendix B
MW-13 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
1
1,000
15
1
OIL
NEL2
2,000
2001-May
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
411 JB
0.44 U
0.16 J
1.77 JB
1.72 U
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
0.7J
1.3J
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
0.8J
0.91
0.5J
1.81
NS
1.7J
0.32U
0.03U
0.05U
NS
2.4J
7.5J
2010-Nov
0.22U
1.81
106
0.3J
0.2J
0.91
1.01
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
0.51J
1.2J
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
0.57J
0.60J
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
0.61J
1.51
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
0.68J
0.46J
1.01
1.5J
NS
1.7J
1.01
0.1U
0.07U
NS
3.0J
3.3J
2013-May
0.03J
0.34J
69.7J
0.12J
0.21J
0.59J
0.47J
0.63J
0.93J
NS
0.84J
0.83J
0.03U
0.02U
NS
2.0J
3.5J
2014-May
0.02 U
0.05 U
52.4 J
0.04 J
1
0.46 J
0.32 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
0.35J
0.47J
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
0.63 J
0.28 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
0.42J
0.35J
2.0J
1.01
NS
2.5J
0.63J
0.01U
0.06J
NS
5.8J
3.6J
2016-May
0.12J
0.66U
46.2J
0.06J
0.23J
0.81J
0.26J
1.3J
2.1J
NS
1.4J
0.73J
0.06U
0.07J
NS
10.5J
4.5J
2016-Nov
0.11 J
0.85 J
53.1 J
0.04 U
0.05 J
0.26 J
0.94 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
0.15J
0.50J
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
0.4J
0.37J
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
0.15 U
0.85 J
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
0.31 J
0.54 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
0.75 J
0.3 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
2019-Dec
0.11 J
0.08 U
77
0.02 U
0.04 U
0.12 U
0.49 J
1.47 U
0.16 J
0.05 U
8.2 J
1.4 J
0.22 U
0.04 J
0.05 U
1
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
.. -.
W'. -
.-
.
GWPS
1
A
70
NE
0.03
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
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
2019-Dec
0.24 U
0.02 U
0.25 U
592 J
0.12 U
0.39 U
2.71 U
10.94
34 of 53

Appendix B
MW-14D Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
1
1,000
15
1
Nk
2,000
2001-May
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
13.9 JB
0.44 U
0.4 J
4.24 JB
1.72 U
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
1.8J
0.2J
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
0.04 U
0.08 J
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
0.4J
0.101
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
0.27 J
0.04 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
0.12 U
0.05 J
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
0.08U
0.24 U
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
0.08 J
0.24 U
0.6 J
0.18 J
0.07 U
3.0 J
0.51 U
0.20 U
0.08 U
0.21 J
0.59 J
7.4 J
2018-Jun
0.03 U
0.24 J
10.2
0.05 U
0.22 J
0.15 U
0.09 J
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
0.15 U
0.07 J
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
0.05 J
0.15 U
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
2019-Dec
0.22 J
0.08 U
9 J
0.02 U
0.06 J
0.12 U
0.14 J
2 J
0.06 J
0.05 U
2.5 J
0.31 J
0.22 U
0.02 J
0.2 J
0.51
9 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
.. -.
W'. -
.-
.
GWPS
NE
0.03
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
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
^'"j
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
2019-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
11.35
36 of 53

Appendix B
MW-14S Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
1
1,000
15
1
2
2OIL,000
2001-May
NS
NS
NS
NS
NS
NS
LN_
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
111
0.44 U
0.23 J
2.8 JB
1.72 U
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
2.6J
0.4J
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
0.5J
0.2J
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
0.5J
0.3J
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
0.48J
0.18J
0.81J
4.4J
NS
0.86J
0.44J
0.02U
0.04J
NS
11.81
2.6J
2011-Nov
0.14 U
1.7 J
223
0.29 J
0.29 J
1.3 J
0.42 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
2.0J
3.4J
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
1.2J
1.6J
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
5.8J
2.4J
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
2.1J
0.24J
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
14
1.8J
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
0.82 J
0.79 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
8.4J
1.6J
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
3.0J
0.61J
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
1.2J
1.3J
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
0.101
0.61J
2.1 J
0.74 J
1.4 J
2.1 J
0.07 U
2.6 J
0.51 U
0.20 U
0.08 U
NA
5.9 J
13
2017-Dec
0.111
2.6J
92.0J
0.32J
0.44J
9.11
1.6J
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
0.84 J
0.59 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
0.48 J
0.36 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
0.69 J
2 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
2019-Dec
0.18 J
1 0.58 J
332
0.02 J
0.04 U
1.11
1.8
=2 J
0.22 J
0.05 U
14.2
2.7 J
0.22 U
0.31 J
0.16 J
4
3 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
.. -.
W'. -
.-
.
GWPS
1
A70
NE
0.03
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
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
2019-Dec
1.47
0.11 J
0.46 J
100 U
2.53
10.50
3.71
11.09
38 of 53

Appendix B
MW-15 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
4
2
10
1
1,000
15
1
2,000
2001-May
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
0.101
6.4 J
88.7 J
0.42 J
0.20 J
2.9J
0.32
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
2.9J
0.36J
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
2.6J
0.33J
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 U
0.15 J
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
0.26 J
0.46 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
2019-Dec
0.06 J
1 0.10 J
255
0.12 J
0.04 U
0.12 U
0.71 J
1.47 U
0.32 J
0.05 U
3 J
4.1 J
0.22 U
0.10 J
0.10 J
15
13
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
.. -.
W'. -
.-
.
GWPS
1
A
70
NE
0.03
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
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
2019-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
3.69
13.34
40 of 53

Appendix B
MW-16 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
GWPS
1
10
A
1
1,000
15
JL
1
20
2,000
.3
1,000
2001-May
ivy
NS
NS
NS
NS
NS
NS
NS
ivy
NS
NS
NS
NS
NS
2001-Nov
NS
NS
NS
NS
NS
NS
W
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-May
NS
NS
NS
NS
NS
NS
W
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2002-Nov
NS
NS
NS
NS
NS
NS
W
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-May
NS
NS
NS
NS
NS
NS
W
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2003-Nov
NS
NS
NS
NS
NS
NS
W
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-May
NS
NS
NS
NS
NS
NS
W
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2004-Nov
NS
NS
NS
NS
NS
NS
W
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-May
NS
NS
NS
NS
NS
NS
N'
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2005-Nov
NS
NS
NS
NS
NS
NS
N'
N�
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-May
NS
NS
NS
NS
NS
NS
N'
N�
NS
NS
NS
NS
NS
NS
NS
NS
NS
2006-Nov
NS
NS
NS
NS
NS
NS
N'
N�
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-May
NS
NS
NS
NS
NS
NS
N'
N�
NS
NS
NS
NS
NS
NS
NS
NS
NS
2007-Nov
NS
NS
NS
NS
NS
NS
N'-
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-May
NS
NS
NS
NS
NS
NS
W
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2008-Nov
NS
NS
NS
NS
NS
NS
W
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-May
NS
NS
NS
NS
NS
NS
N�
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2009-Aug
NS
NS
NS
NS
NS
NS
N�
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
W
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2011-Nov
NS
NS
NS
NS
NS
NS
W
NS
NS
NS
NS
NS
NS
NS
NS
NS
NS
2012-May
NS
NS
NS
NS
NS
NS
W
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
Nc-
NS
NS
NS
NS
NS
NS
NS
Nc-
NS
NS
NS
NS
NS
NS
Nc-
Nc-
2017-Dec
0.14J
3.2J
251
0.16J
0.21J
6.9J
0.86J
2.6J
3.11
0.07U
1.7J
3.01
0.20U
0.131
0.18J
12.0J
6.9J
2018-Jun
0.04J
2.4J
196
0.07J
0.131
2.5J
0.55J
1.2J
0.8J
0.07U
0.97J
2.7J
0.05U
0.11
0.43J
8.8
5.4J
2018-Dec
0.05J
3.2J
67.7
0.091
0.15J
1.51
0.531
0.25J
0.12J
0.05U
1.51
2.1J
0.05U
0.05U
9.1
0.84J
2019-Jun
0.46J
5
418
0.16J
0.131
0.94J
2.9J
1.4J
0.71J
0.05U
7J
4.3J
0.05U
0.091
0.05U
11.9
5J
2019-Dec
0.18 J
3.9 J
394
0.05 J
5
0.9 J
2.0 J
0.08 J
0.05 U
2.8 J
3.4 J
0.22 U
0.09 J
0.05 U
11.2
2.4 J
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
.. -.
W'. -
.-
.
GWPS
NE
0.03
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
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
2019-Dec
0.24 U
0.02 U
0.25 U
100 U
0.12 U
0.39 U
2.71 U
NM
42 of 53

Appendix B
MW-17 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
...
GWPS
1
10
1
1,000
15
1
2,000
2001-May
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
0.3J
3.6J
51.5J
1
2
3.3J
1.2J
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
1.5J
0.33J
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
2.4J
0.28J
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
2.9 J
0.33 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
0.94 J
0.32 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
0.2 J
0.18 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
2019-Dec
0.06 J
0.08 U
49.2
0.04 J
0.04 U
1.2 J
0.8 J
5.0 J
0.12 J
0.05 U
2.6 J
0.65 J
0.22 U
0.06 J
0.05 U
3.3
1.8 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
.. -.
W'. -
.-
.
GWPS
NE
0.03
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
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
2019-Dec
0.24 U
0.02 U
0.25 U
226 J
0.12 U
0.39 U
2.71 U
13.59
44 of 53

Appendix B
SW-1 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
SW Standard
2001-May
rAntimony
ND
Arsenic
ND
Barium
21,000
ND
Beryllium
ND
Cadmium
ND
Chromium
CobaltTotal
ND
...
ND
ND
dk
ND
ND
ND
ND
E
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
0.24 U
0.41 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
8.0 J
1.2 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
5.1 J
1.01
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
2.1J
0.6J
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
0.4J
0.3J
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
0.5J
0.4J
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
1.8J
0.84J
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
0.74 J
0.50 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
2.6J
0.89J
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
0.54 J
0.42 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
2.4J
0.73J
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
1.9 J
0.38 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
0.98 J
0.41 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
1.2 J
0.33 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
0.101
0.71 J
55.8 J
0.02 U
0.04 J
0.86 J
0.26 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
1.6 J
0.27 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
0.95 J
0.34 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
1.3 J
0.35 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
6.1
0.79 J
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
0.56 J
5.1
2.2 J
3.9 J
1.8 J
0.87 J
0.05 U
0.05 U
9.4
13
2019-Dec
1 0.4 J
1 30
1 1,725
1 1
1 2
1 18
1 8.9
1 41
1 46
13.7
1 5.4 J
1 0.22 U
1 0.46 J
1 84
202
45 of 53

Appendix B
SW-1 Selected VOCs
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
SW Standard
7
2001-May
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
2019-Dec
0.24 U
0.02 U
0.25 U
0.12 U
4.22
4.14
46 of 53

Appendix B
SW-2 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
SW Standard
2001-May
rAntimony
ND
Arsenic
ND
Barium
21,000
ND
Beryllium
ND
Cadmium
Chromium
CobaltTotal
ND
...
s.Is
ND
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
0.24 U
0.41 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
1.5 J
0.8 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
1.11
0.8J
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
5.0J
1.91
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
0.5 J
0.4 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
0.7J
0.3J
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
0.91
0.6J
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
0.58 J
1.5 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
0.14 U
2.5 J
69.4 J
0.06 J
0.02 J
1.2 J
0.75 J
1.2 J
0.79 J
0.99 J
0.29 J
0.02 U
0.02 U
3.4 J
8.2 J
2012-May
0.09 J
2.0 J
84.8 J
0.07 U
0.03 U
1.4 J
0.79 J
0.36 J
2.1 J
2.9 J
0.57 J
0.1 U
0.07 U
2.5 J
18
2012-Nov
0.02 U
0.68 J
49.1 J
0.07 U
0.03 J
0.545 J
0.31 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
1.6J
0.52J
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
0.05 U
0.95 J
0.88 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
0.81J
0.34J
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
1.11
0.32J
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
0.43 J
0.20 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
0.05 U
0.80 J
0.28 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
0.05 U
0.96 J
65.8 J
0.04 U
0.05 U
1.0 J
0.32 J
0.56 J
0.40 J
1.0 J
0.76 J
0.06 U
0.05 U
0.54 J
2.9 J
2017-May
0.06 U
1.5 J
77.5 J
0.07 U
0.08 U
0.46 J
0.35 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
0.64 J
0.24 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
0.15 U
0.3 J
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
0.53 J
0.19 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
0.33 J
0.74 J
0.62 J
0.63 J
0.88 J
0.45 J
0.05 U
0.05 U
0.92 J
5 J
2019-Dec
0.05 J
0.08 U
48.4
0.02 U
0.04 U
0.12 U
0.26 J
6.1 J
0.30 J
1.2 J
0.54 J
0.22 U
0.02 U
0.9 J
4.2 J
47 of 53

Appendix B
SW-2 Selected VOCs
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
SW Standard
7
2001-May
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
2019-Dec
0.24 U
0.02 U
0.25 U
0.12 U
0.93 J
2.71 U
48 of 53

Appendix B
SW-3 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
SW Standard
2001-May
rntimony
NS
Arsenic
NS
Barium
21,000
NS
Beryllium
NS
Cadmium
NS
Chromium
CobaltTotal
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
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
0.24 U
0.41 U
0.2 U
0.07 U
0.66 U
0.35 U
0.52 U
0.07 U
ND
15
2007-Nov
0.05 U
0.5 J
571
0.11
0.2 J
0.24 U
0.7 J
1.6
0.2
0.7 J
0.14 U
0.04 U
0.04 U
0.7 J
71
2008-May
0.44U
0.11
63J
0.11
0.11
0.4J
1.01
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
0.3J
5.1J
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
0.5 J
1.3 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
0.4J
1.2J
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
0.4J
0.6J
0.11
0.6J
0.8J
0.32U
0.03U
0.05U
1.4J
11
2010-Nov
0.22U
0.6J
75.5J
0.11
0.11
0.2J
1.01
1.11
0.5J
0.8J
0.32U
0.03U
0.05U
0.91
17
2011-May
0.14 U
1.1 J
77.8 J
0.02 U
0.29 J
0.99 J
0.42 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
0.63J
1.3J
0.34J
1.11
0.76J
0.21J
0.02U
0.12J
1.11
16
2012-May
0.05 J
1.0 J
60.8 J
0.07 U
0.03 U
0.38 J
0.76 J
0.58 J
0.46 J
5.0 J
0.17 U
0.1 U
0.07 U
1.0 J
6.0 J
2012-Nov
0.02 U
0.50 J
74.1 J
0.07 U
0.04 J
0.18 J
0.89 J
1.11
0.111
0.78 J
0.26 J
0.1 U
0.07 U
0.67 J
8.2 J
2013-May
0.03J
0.35J
30.3J
0.111
0.08J
1.6J
0.48J
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
0.05 U
0.51 J
0.31 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
0.14U
0.75J
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
1.2J
0.48J
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
0.85J
0.74J
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
0.05 U
1.11
0.72 J
0.39 J
1.0 J
0.75 J
0.54 U
0.06 U
0.05 U
1.7 J
5.2 J
2016-Nov
0.06 J
0.72 J
99.11
0.09 J
0.05 U
0.61 J
0.47 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
0.08U
0.36 J
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
0.4 J
0.51 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
0.05 J
1.7 J
117
0.09 J
0.03 J
1.2 J
0.65 J
0.66 J
1.11
1.11
0.56 J
0.05 U
0.05 U
1.8
5.2 J
2018-Dec
0.05 J
0.44 J
77.5
0.05 J
0.02 J
0.37 J
0.32 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
0.67J
1.7J
0.96J
2.5J
1.6J
0.65J
0.05U
0.05U
2.4
8.2J
2019-Dec
1 0.09 J
1 2.3 J
1 155
1 0.28 J
1 0.12 J
1 0.12 U
1 2.0
1 8.4 J
1 7.2
2.9 J
0.99 J
0.22 U
0.11 J
11
31
49 of 53

Appendix B
SW-3 Selected VOCs
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
775-5-1-M
Standard
720
110,000
80
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
2019-Dec
0.24 U
0.02 U
0.25 U
0.12 U
0.39 U
2.71 U
50 of 53

Appendix B
SW-4 Metals
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
SW Standard
640
10
21,000
4
7
25
5
0.06
0.47
m1mL NE
2001-May
ivy
NS
NS
NS
NS
-_
LN_
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
0.3J
0.2J
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
0.91
0.5J
0.3J
1.6J
0.81
0.32U
0.03U
0.05U
3.0J
3.0J
2010-Nov
0.22U
0.5J
94.2J
0.11
0.2J
0.3J
0.7J
1.5J
0.2J
0.81
0.32U
0.03U
0.05U
0.91
3.9J
2011-May
0.29J
1.3J
137
0.57J
0.14J
3.1J
1.6J
0.02U
5.7J
1.5J
0.33J
0.02U
0.091
7.2J
9.4J
2011-Nov
0.14 U
0.51 J
81.2 J
0.10 J
0.05 J
0.46 J
0.86 J
0.42 J
0.29 J
0.55 J
0.20 U
0.02 U
0.09 J
0.88 J
2.4 J
2012-May
0.04J
0.92J
74.3J
0.15J
0.03U
1.001
0.72J
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
1.11
1.7J
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
0.95J
0.34J
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
0.53 J
0.26 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
0.71 J
0.18 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
3.1 J
0.47 J
1.6 J
4.3 J
1.4 J
ND
0.20 U
0.10 J
5.6 J
8.1 J
2017-Dec
0.07 J
0.14 J
83.0 J
0.07 U
0.08 U
0.08 J
0.24 U
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
0.6J
0.62J
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
0.36J
0.72J
1.11
1.11
0.81J
0.38J
0.05U
0.05U
3.1
4.8J
2019-Dec
0.04 J
0.08 U
60.0
0.06 J
0.04 U
0.12 U
0.44 J
4.8 J
0.64 J
1.0 J
0.26 J
0.22 U
0.02 J
2
3.0 J
51 of 53

Appendix B
SW-4 Selected VOCs
Historical Analytical Data
C&D Landfill, Pitt County, North Carolina
SW Standard
7
2001-May
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
2019-Dec
0.24 U
0.02 U
0.25 U
0.12 U
0.39 U
2.71 U
52 of 53

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

TOOLKIT
for • - Analysis
Evaluation Date: 22-Mar-20 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
1-Dec-19
1.81
1.49
1.13
1.28
2.56
2.12
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 No Trend No Trend No Trend Increasing
10
--4- M W-3S
^` --41-- M W-3A
J
\ MW-8
_ M W-10
v
_ MW-11
O1 MW-12S
L
d
V
_
O
U
0.1
07115 01116 08116 03117 09117 04118 10118 05119 12119 06120
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: 22-Mar-20 Job ID: 6480199035
Facility Name: C&D Landfill Constituent: Vinyl Chloride
Conducted By: DH Concentration Units: N IL
VINYL CHLORIDE CONCENTRATION (N9Coefficient of Variation:
Mann -Kendall Statistic (S):
Confidence Factor:
Concentration Trend: l�end
/
U)