8103_8105_Rutherford_Central_MSWLF_CDLF_Oct2019GW_FID1407653_20200526

1 ❑Paper Report ❑Electronic Data - Email CD (data loaded: Yes / No Doc/Event #
NC DE►vR Environmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solid Waste Moo terin '' Data Submittal information
Name of entity submitting data (laboratory, consultant, facility owner):
SCARLETT GEOPHYSICAL CONSULTING, P.C.
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: E. W. SCARLETT, JR. Phone: [phone]
E-mail: wscarlettna.scarlettgeophysics.com
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or .1600) October 20-24, 2006)
RUTHERFORD COUNTY 656 LAUREL HILL DRIVE 81-03 .1600 OCTOBER 2-11, 2019
CENTRAL LANDFILL RUTHERFORDTON, NC
Environmental Status: (Check all that apply)
Initial/Background Monitoring �X Detection Monitoring ❑X Assessment Monitoring �X Corrective Action
T e of data submitted: (Check all that apply)
X Groundwater monitoring data from monitoring wells ❑ Methane gas monitoring data
Groundwater monitoring data from private water supply wells X Corrective action data (specify) MNA
Leachate monitoring data
X Surface water monitoring data Other(specify) C&D
I
Notification attached?
No. No groundwater or surface water standards were exceeded.
X Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
❑ Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. 1 am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
E. W. SCARLETT, JR PG 919452-1236
Title (Area Code) Telephone Number
MAY 15, 2020 Affix NC Licensed/ Professional Qppjggist Seal
Date
500 HEPOWIL TRACE, HILLSBOROUGH, NC 27278
Facility Representative Address
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 612009

RUTHERFORD COUNTY CENTRAL SANITARY LANDFILL
APPENDIX I DETECTION MONITORING
APPENDIX 11 TRIGGERED CONSTITUENTS
MNA PARAMETERS
C & D PARAMETERS
OCTOBER 2019 SAMPLING
I hereby certify this 15th day of May, 2020, that this report was prepared by me or under my direct
supervision.
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SEAL
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Principal Geologist/Geo $;44 41,,W0,,
E. W. Scarlett, Jr., P.G.
Review performed by:
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Reviewer
C. W. Scarlett

RUTHERFORD COUNTY
CENTRAL SANITARY LANDFILL
APPENDIX I DETECTION MONITORING
APPENDIX II TRIGGERED CONSTITUENTS
MNA PARAMETERS
C & D PARAMETERS
OCTOBER 2019 SAMPLING
PREPARED FOR
RUTHERFORD COUNTY
SGC PROJECT NUMBERS 0001.001 AND 0001.006
MAY 15, 2020
SCARLETT GEOPHYSICAL
500 Hepowil Trace
Hillsborough, NC
CONSULTING, P.C.
919-477-9519
www.scarlettgeophysics.com

RUTHERFORD COUNTY CENTRAL SANITARY LANDFILL
APPENDIX I DETECTION MONITORING
APPENDIX II TRIGGERED CONSTITUENTS
MNA PARAMETERS
C & D PARAMETERS
OCTOBER 2019 SAMPLING
I hereby certify this 15th day of May, 2020, that this report was prepared by me or under my direct
supervision.
Review performed by:
Principal Geologist/Geophysicist
E. W. Scarlett, Jr., P.G.
Reviewer
C. W. Scarlett

TABLE OF CONTENTS
1.0 EXECUTIVE SUMMARY
2.0 INTRODUCTION
3.0 SCOPE OF WORK
4.0 METHODS EMPLOYED
4.1 Monitoring Well Sampling
4.2 Stream Sampling
4.3 MNA Sampling
5.0 RESULTS
5.1 Groundwater
5.1.1 Analytical Results
5.1.2 Hydraulic Conductivity
5.1.3 Groundwater Flow Direction and Rate
5.2 Surface Water
5.3 Monitored Natural Attenuation
5.4 C & D Monitoring
5.5 Notifications
5.6 Quality Assurance
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6.0 REFERENCES 17

TABLES
Table 1 Summary of Monitoring Well Data, Central Sanitary Landfill
Table 2 Ground and Surface Water Sampling Field Data, Central Sanitary Landfill, October
2-11, 2019
Table 3 Groundwater Sampling Results, Appendix I Inorganic Constituents by SW-846
Method 6010, Central Sanitary Landfill, October 2-11, 2019
Table 4 Groundwater Sampling Results, Appendix I Volatile Organic Constituents by SW-
846 Method 8260, Central Sanitary Landfill, October 2-11, 2019
Table 5 Groundwater Sampling Results, Appendix II Triggered Constituents, Central
Sanitary Landfill, October 2-11, 2019
Table 6 Groundwater Sampling Results, Appendix II Inorganic Constituents, Central
Sanitary Landfill, October 2-11, 2019
Table 7 Groundwater Sampling Results, Appendix I1 Volatile Organic Constituents by SW-
846 Method 8260, Central Sanitary Landfill, October 2-11, 2019
Table 8 Groundwater Sampling Results, Appendix II Semi -Volatile Organic Constituents by
SW-846 Method 8270, Central Sanitary Landfill, October 2-11, 2019
Table 9 Groundwater Sampling Results, Appendix II Organophosphorus Pesticides by SW-
846 Method 8270, Appendix II Herbicides by SW-846 Methods 8151 and
8270, Central Sanitary Landfill, October 2-11, 2019
Table 10 Groundwater Sampling Results, Appendix II Pesticides/PCBs by SW-846 Method
8081/8082, Central Sanitary Landfill, October 2-11, 2019
Table 11 Groundwater Sampling Results, Monitored Natural Attenuation Parameters, Central
Sanitary Landfill, October 2-11, 2019
Table 12 Groundwater Sampling Results, C&D Parameters, Central Sanitary Landfill,
October 2-11, 2019
Table 13 Summary of Sampling Events, Central Sanitary Landfill
Table 14 Groundwater Flow Rates, Central Sanitary Landfill, October 2-11, 2019

Table 15 Surface Water Sampling Results, Appendix I Inorganic Constituents by SW-846
Method 6010, Central Sanitary Landfill, October 2-11, 2019
Table 16 Surface Water Sampling Results, Appendix I Volatile Organic Constituents by SW-
846 Method 8260, Central Sanitary Landfill, October 2-11, 2019
Table 17 Notification Table, Constituents Detected at or Above Groundwater Standards,
Central Sanitary Landfill, October 2-11, 2019
Table 18 Notification Table, Constituents Detected At or Above Surface Water Standards,
Central Sanitary Landfill, October 2-11, 2019
FIGURES
Figure 1 Site Location Map
Figure 2 Groundwater Contour Map, October 2-11, 2019
APPENDICES
Appendix A Ground and Surface Water Sampling Field Data Sheets
Appendix B Laboratory Reports

RUTHERFORD COUNTY CENTRAL SANITARY LANDFILL
APPENDIX I DETECTION MONITORING
APPENDIX II TRIGGERED CONSTITUENTS
MNA PARAMETERS
C&D PARAMETERS
OCTOBER 2019 SAMPLING
1.0 EXECUTIVE SUMMARY
Sixteen monitoring wells and four stream locations at the Rutherford County Central Sanitary
Landfill were sampled October 2-11, 2019. Six of the wells (8103-MW-2, 8103-MW-4, 8103-
MW-6, 8103-MW-7, 8103-MW-8, and 8103-MW-9) comprise the Subtitle D groundwater
monitoring system for the municipal solid waste disposal area of the landfill. Six monitoring wells
comprising two well nests (8103-MW-10A, 8103-MW-10B, 8103-MW-10C, 8103-MW-lOD, 8103-
MW-11A, and 8103-MW-11B) were installed in August 1998 to provide additional data on the
nature and extent of the contaminant plume emanating from the disposal area. 8103-MW-IOA has
an extremely slow recharge rate and is not used as a sampling location. Five monitoring wells
(8103-MW-3, 8103-MW-12, 8103-MW-13, 8103-MW-14, and 8103-MW-15) comprise the
groundwater monitoring system for the construction and demolition (C&D) and yard waste
disposal areas and the transfer station facility. 8103-MW-2 provides the upgradient groundwater
data for the closed MSW and C&D sections of the facility. All sampling was conducted in
accordance with North Carolina Solid Waste Management Guidelines.
8103-MW-16 was installed in May of 2019 October 2-11, 2019 to provide additional data west of
the assumed groundwater divide formed by an unnamed tributary to Cleghorn Creek (Figure 2).
This location had less than one liter of recharge over 24 hours and the sample obtained was judged
to be too muddy for reliable analysis by the laboratory. The well will be reassessed during the
Spring 2020 sampling event and either sampled or scheduled for replacement.
Samples from 8103-MW-2, 8103-MW-3, 8103-MW-4, 8103-MW-6, 8103-MW-7, 8103-MW-8,
8103-MW-9, 8103-MW-10B, 8103-MW-10C, 8103-MW-10D, 8103-MW-11A, 8103-MW-11B,
8103-MW-12, 8103-MW-13, 8103-MW-14, and 8103-MW-15 were submitted to a North Carolina
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Rutherford County, NC Page 1

certified laboratory for analysis using the Federal Appendix I list of constituents for detection
monitoring. The Appendix I detection monitoring constituent list is a subset of the Federal
Appendix II assessment monitoring constituent list.
Samples from 8103-MW-IOB, 8103-MW-10C, 8103-MW-10D, 8103-MW-11A, and 8103-MW-
I IB were also analyzed for triggered Federal Appendix II assessment monitoring constituents. In
this report, the term "triggered Appendix II constituent" refers to any Appendix II constituent not
included in the Appendix I list that was detected above the quantitation limit established by the
Solid Waste Section during previous sampling events. Samples from surface water sampling
locations 8103-SW-2, 8103-SW-3, 8103-SW-4, and 8103-SW-5A were analyzed for Federal
Appendix I detection monitoring constituents.
In addition to Appendix I and triggered Appendix II parameters, samples from 8103-MW-2, 8103-
MW-4, 8103-MW-6, 8103-MW-9, 8103-MW-IOD, and 8103-MW-I IA were analyzed for the MNA
parameters set forth in the NC Solid Waste Section CAP approval letter dated August 17, 2007.
The results of the laboratory analyses and field tests for the MNA parameters are discussed in
Section 5.3.
Beginning with the Spring 2019 sampling event, samples from 8103-MW-2, 8103-MW-3, 8103-
MW-12, 8103-MW-13, 8103-MW-14, and 8103-MW-15 were analyzed for Appendix I, Appendix
II, and the C&D parameters set forth in the NC Solid Waste Section approved monitoring plan.
Surface water samples 8103-SW-2, 8103-SW-3, and 8103-SW-4 were analyzed for Appendix I and
the C&D parameters. The results of the laboratory analyses for the Appendix II and C&D
parameters are discussed in Section 5.4.
Beginning with the Fall 2018 sampling event, all monitoring well and surface water samples were
analyzed for 1,4-dioxane. 1,4-Dioxane is listed and discussed with the Appendix I constituents.
Results from the sixteen monitoring wells sampled indicate that five Appendix I inorganic
constituents (chromium in 8103-MW-10B, 8103-MW-10C, and 8103-MW-11B; cobalt in 8103-
MW-3, 8103-MW-6, 8103-MW-7, 8103-MW-8, 8103-MW-10B, 8103-MW-10C, 8103-MW-IOD,
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8103-MW-11A, 8103-MW-1113, 8103-MW-12, and 8103-MW-13; lead in 8103-MW-6; thallium in
8103-MW-6, 8103-MW-10D, 8103-MW-11A, and 8103-MW-13; and vanadium in 8103-MW-2,
8103-MW-3, 8103-MW-4, 8103-MW-6, 8103-MW-7, 8103-MW-8, 8103-MW-9, 8103-MW-1013,
8103-MW-10C, 8103-MW-11A, 8103-MW-1113, 8103-MW-12, 8103-MW-13, 8103-MW-14, and
8103-MW-15) were present in concentrations exceeding the 15A NCAC 2L Standards for Class
GA Groundwater (2L) or NC Groundwater Protection (NCGP) Standards.
Concentrations of five Appendix I volatile organic constituents (1,2-dichloropropane in 8103-MW-
9; 1,4-dichlorobenzene in 8103-MW-6; benzene in 8103-MW-6 and 8103-MW-IOD;
tetrachloroethene in 8103-MW-IOD; and vinyl chloride in 8103-MW-6 and 8103-MW-13)
exceeded the 2L or NCGP Standards on the date the samples were collected.
No Appendix II triggered constituents exceeded the 2L or NCGP Standards on the dates the
samples were collected. Two Appendix II triggered constituents (1,3-dichlorobenzene and
mercury) were detected in one or more of the monitoring well samples at concentrations at or
above the MDLs, but below the 2L Standards.
One Appendix II constituent (naphthalene in 8103-MW-13) exceeded the 2L Standard on the date
that samples were collected. In addition to the Appendix I and triggered Appendix II constituents
noted above, one Appendix II constituent (bis(2-ethylhexyl)phthalate in 8103-MW-3) was detected
at concentrations below the 2L/NCGP Standards.
1,4-Dioxane was detected in 8103-MW-3 and 8103-6 at concentrations that exceeded the 2L
Standard.
Surface water samples were collected from creeks along the northern, western, and southern
perimeters of the landfill property.
One Appendix I inorganic constituent (silver in 8103-SW-3) was detected at a concentration that
exceeded the Recommended Action Level. One Appendix II/C&D parameter (mercury in 8103-
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SW-2, 8103-SW-3, and 8103-SW-4) was detected at concentrations that exceeded the 2B Standard.
No volatile organic constituents were detected in any of the surface water samples.
2.0 INTRODUCTION
Central Sanitary Landfill is a Solid Waste Management Facility (SWMF) located off of Business
Highway 74 at the south end of Laurel Hill Drive south of Rutherfordton in Rutherford County,
North Carolina. Figure 1 is a map showing the site location. Groundwater and surface water
sampling locations are shown on Figure 2. Scarlett Geophysical Consulting, P.C. (SGC) was
contracted by Rutherford County to conduct sampling efforts to satisfy the following groundwater
monitoring requirements:
• 2019 semi-annual C&D water quality monitoring
• 2019 semi-annual Appendix I detection monitoring
• 2019 semi-annual Appendix I detection and Appendix II (triggered constituents only)
assessment monitoring for five supplemental wells installed in 1998
• 2019 semi-annual MNA monitoring
To complete the semi-annual C&D water quality monitoring requirement, samples from 8103-MW-
2, 8103-MW-3, 8103-MW-12, 8103-MW-13, 8103-MW-14, 8103-MW-15 were analyzed for the
full Appendix II set of constituents and the C&D parameters set forth in the NC Solid Waste
approved monitoring plan. Surface water samples 8103-SW-2, 8103-SW-3, 8103-SW-4, and 8103-
SW-5a were analyzed for the Appendix I constituent list and the C&D parameters set forth in the
NC Solid Waste approved monitoring plan.
To complete the semi-annual Appendix I and triggered Appendix II monitoring requirements,
samples from 8103-MW-2, 8103-SW-2, 8103-SW-3, 8103-SW-4, and 8103-SW-5 were analyzed
for Appendix I inorganics and volatile organics and samples from 8103-MW-4, 8103-MW-6, 8103-
MW-7, 8103-MW-8, and 8103-MW-9, 8103-MW-10B, 8103-MW-10C, 8103-MW-IOD, 8103-
MW-11A, and 8103-MW-IIB were analyzed for the Appendix I constituents and triggered
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Appendix II constituents 1,3-dichlorobenzene; 1,3-dichloropropane; dichlorodifluoromethane; 4,4'-
DDD; 4,4'-DDT; alpha-BHC; beta-BHC; delta-BHC; endrin; gamma-BHC (Lindane); and mercury.
Monitoring wells 8103-MW-6, 8103-MW-7, 8103-MW-8, and 8103-MW-9 were installed in
November 1994 and March 1995 after three of the Appendix I baseline sampling rounds had been
completed. The March 1995 sampling event was the first in which they were included.
Monitoring wells 8103-MW-IOA, 8103-MW-IOB, 8103-MW-10C, 8103-MW-IOD, 8103-MW-
I IA, and 8103-MW-I IB were installed in August -September 1998 and were first included in the
September 1998 sampling event. 8103-MW-IOA was installed to provide deep groundwater
samples, and 8103-MW-IOD was installed to provide water level data. 8103-MW-IOA has a very
low recharge rate (less than 0.03 gallons over 24 hours); therefore, 8103-MW-IOD has been
designated the deep sample well. Monitoring wells 8103-MW-12 and 8103-MW-13 were installed
in June 2002 and May 2001 to monitor the C&D waste disposal area of the landfill. 8103-MW-12
and 8103-MW-13 were first sampled in June 2002. Monitoring wells 8103-MW-14 and 8103-MW-
15 were installed in February 2008 to supplement the C&D area monitoring and were first sampled
in May 2008.
8103-MW-16 was installed in May of 2019 October 2-11, 2019 to provide additional data west of
the assumed groundwater divide formed by an unnamed tributary to Cleghorn Creek (Figure 2).
This location had less than one liter of recharge over 24 hours and the sample obtained was judged
to be too muddy for reliable analysis by the laboratory. The well will be reassessed during the
Spring 2020 sampling event and either sampled or scheduled for replacement.
To complete the semi-annual MNA water quality monitoring requirement, samples from 8103-
MW-2, 8103-MW-4, 8103-MW-6, 8103-MW-8, 8103-MW-9, 8103-MW-IOD, and 8103-MW-11A
were analyzed for the MNA parameters set forth in the NC Solid Waste Section CAP.
3.0 SCOPE OF WORK
To fulfill the groundwater monitoring requirements, SGC completed the following tasks:
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• Sampled sixteen monitoring wells and four surface water locations at the Central Sanitary
Landfill SWMF
• Obtained field values for pH, temperature, and conductivity at each sample location
• Obtained field values for ORP, DO, and turbidity at the MNA sample locations
• Analyzed the appropriate samples for Appendix I, Appendix II, and triggered Appendix II
constituents by a North Carolina certified laboratory using State approved methods
• Analyzed the appropriate samples for MNA parameters
• Analyzed the appropriate samples for C&D parameters
• Determined groundwater flow rates and directions at the monitoring well locations
• Prepared a report for the State
4.0 METHODS EMPLOYED
4.1 Monitoring Well Sampling
Groundwater monitoring well sampling took place on October 2-11, 2019. The monitoring well
locations are shown on Figure 2. A representative from SGC opened each well and measured the
static water level from the top of the PVC casing. The volume of water in the well was calculated.
These data are summarized in Table 1. The wells were purged until a minimum of three well
volumes was removed, the well was purged dry, or the indicator field parameters were stabilized
(for the wells purged using pneumatic pumps). Following purging, groundwater samples were
collected and pH, temperature, and conductivity were measured and recorded on the groundwater
sampling field data sheets. Field measurements for oxidation-reduction potential (ORP), dissolved
oxygen (DO), and turbidity were obtained from the designated MNA wells. A groundwater
sampling field data sheet for each well is included in Appendix A. Table 2 summarizes the results
of the field data.
Samples from 8103-MW-3, 8103-MW-4, 8103-MW-10D, and 8103-MW-11A were collected using
the dedicated pumps installed in each well. Samples from 8103-MW-2, 8103-MW-6, 8103-MW-8,
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Rutherford County, NC Page 6

and 8103-MW-9 were collected using a properly decontaminated pneumatic pump and dedicated
tubing. Samples from 8103-MW-7, 8103-MW-10B, 8103-MW-10C, 8103-MW-11B, 8103-MW-
12, 8103-MW-13, 8103-MW-14, and 8103-MW-15 were collected using properly decontaminated
teflon bailers. Immediately upon collection, each sample was placed in laboratory supplied sample
containers, packed on ice, and placed under chain -of -custody. The sampling technician wore new
latex gloves and used separate bailers at each of the bailed wells to minimize the possibility of
cross contamination. Additionally, new bailer cord was used for each purging/sampling event
where a pneumatic pump was not available. The surface water samples were collected by
immersing laboratory supplied containers in the water to be sampled. After collection, each
sample was packed on ice and placed under chain -of -custody. All samples were submitted to
Research & Analytical Laboratories, Inc. (R&A), a North Carolina certified laboratory, for
analysis.
4.2 Stream Sampling
Surface water sampling took place on October 2, 2019. Sample 8103-SW-2 was collected from a
tributary of Cleghorn Creek immediately upstream from the confluence. This stream flows to the
southwest along the northwest boundary and south along the west boundary of the landfill
property. Sample 8103-SW-3 was collected from Stonecutter Creek, a stream that flows to the
southwest along the southeastern toe of the landfill. Sample 8103-SW-4 was collected from the
same stream as 8103-SW-2 approximately 2,500 feet upstream near the northern boundary of the
landfill property. The original 8103-SW-5 sampling location is an intermittent stream
downgradient from the C&D landfill. This feature drains into the Cleghorn Creek tributary
upstream from the 8103-SW-2 sampling location. This location is usually dry and rarely available
for sampling; therefore, the sampling location has been moved to the Cleghorn Creek tributary 50
feet upstream from the intersection with the drainage feature. Comparison of the data collected at
the new location with the 8103-SW-2 data should reveal whether or not conditions upgradient from
the drainage feature are impacting surface water quality. The new location is designated 8103-SW-
5A and is shown on Figure 2. Immediately upon collection, pH, temperature, and conductivity
were measured and recorded on the surface water sampling field data sheets. A surface water
sampling field data sheet for each location is included in Appendix A and the field data are
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summarized in Table 2. All stream samples were analyzed for the same Appendix I and C&D
parameters as the groundwater samples. The stream sample locations are shown on Figure 2.
4.3 MNA Sampling
The October 2007 event was the first to include a comprehensive set of baseline MNA
parameters. Subsequent MNA sampling has occurred on a semi-annual basis to evaluate the
effectiveness of MNA as a groundwater protection strategy. The MNA performance wells are
8103-MW-2, 8103-MW-4, 8103-MW-6, 8103-MW-8, 8103-MW-9, 8103-MW-IOD, and 8103-
MW-11A. A Corrective Action Evaluation Report (CAER) discussing the first thirteen MNA
sampling events was submitted on April 1, 2014.
8103-MW-4, 8103-MW-IOD, and 8103-MW-11A have dedicated bladder pumps and were
purged and sampled in general accordance with the EPA guidelines for low -flow groundwater
sampling. Low -flow sampling was accomplished in 8103-MW-2, 8103-MW-6, 8103-MW-8,
and 8103-MW-9 using a properly decontaminated portable pneumatic pump and dedicated
tubing.
5.0 RESULTS
5.1 Groundwater
5.1.1 Analytical Results
The results of the laboratory analyses for Appendix I constituents in the groundwater monitoring
wells are summarized in Tables 3 and 4. Table 5 summarizes the results of the laboratory analyses
for triggered Appendix II constituents. Tables 6 through 10 summarize the results of the
laboratory analyses for all Appendix II constituents in 8103-MW-2, 8103-MW-3, 8103-MW-12,
8103-MW-13, 8103-MW-14, and 8103-MW-15, including the subset of Appendix I inorganics and
volatile organics presented in Tables 3 and 4 and triggered Appendix II constituents presented in
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Table 5. Table 11 summarizes the results of the laboratory analyses for MNA parameters 8103-
MW-2, 8103-MW-4, 8103-MW-6, 8103-MW-8, 8103-MW-9, 8103-MW-10D, and 8103-MW-11A.
Table 12 summarizes the results for the additional C&D parameters required by the current C&D
monitoring plan. Complete laboratory reports for all Appendix I, Appendix II, MNA, and C&D
analytical testing are included in Appendix B.
The groundwater sample analyses revealed that eleven Appendix I constituents had concentrations
above 2L or NCGP Standards in one or more of the wells. A summary of these analytical results is
provided below.
• Chromium was detected in 8103-MW-IOB at 16.4 ppb, 8103-MW-10C at 49.2 ppb, and
8103-MW-11B at 78.1 ppb. The 2L Standard is 10.0 ppb.
• Cobalt was detected in 8103-MW-3 at 1.9 ppb, 8103-MW-6 at 21.5 ppb, 8103-MW-7 at 1.4
ppb, 8103-MW-8 at 1.2 ppb, 8103-MW-IOB at 7.5 ppb, 8103-MW-10C at 29.6 ppb, 8103-
MW-lOD at 24.3 ppb, 8103-MW-11A at 13.0 ppb, 8103-MW-11B at 39.0 ppb, 8103-MW-
12 at 3.5 ppb, and 8103-MW-13 at 7.1 ppb. The NCGP Standard is 1.0 ppb.
• Lead was detected in 8103-MW-11B at 26.8 ppb. The 2L Standard is 15.0 ppb.
• Thallium was detected in 8103-MW-6 at 31.2 ppb, 8103-MW-10D at 4.86 ppb, 8103-MW-
11A at 16.9 ppb, and 8103-MW-13 at 7.3 ppb. The NCGP Standard is 0.28 ppb.
• Vanadium was detected in 8103-MW-2 at 1.5 ppb, 8103-MW-3 at 5.3 ppb, 8103-MW-4 at
2.4 ppb, 8103-MW-6 at 2.6 ppb, 8103-MW-7 at 4.8 ppb, 8103-MW-8 at 6.0 ppb, 8103-
MW-9 at 1.0 ppb. 8103-MW-10B at 29.0 ppb, 8103-MW-10C at 88.3 ppb, 8103-MW-11A
at 1.4 ppb, 8103-MW-11B at 158.0 ppb, 8103-MW-12 at 14.6 ppb, 8103-MW-13 at 1.6
ppb, 8103-MW-14 at 3.1 ppb, and 8103-MW-15 at 2.0 ppb. The NCGP Standard is 0.3
ppb.
• 1,2-Dichloropropane was detected in 8103-MW-9 at 14.5 ppb. The 2L Standard is 0.6 ppb.
• 1,4-Dichlorobenzene was detected in 8103-MW-6 at 6.3 ppb. The 2L Standard is 6.0 ppb.
• 1,4-Dioxane was detected in 8103-MW-3 at 6.1 ppb and 8103-MW-6 at 10.1 ppb. The 2L
Standard is 3.0 ppb.
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• Benzene was detected in 8103-MW-6 at 1.2 ppb and 8103-MW-IOD at 1.6 ppb. The 2L
Standard is 1.0 ppb.
• Tetrachloroethene was detected in 8103-MW-10D at 1.2 ppb. The 2L Standard is 0.7 ppb.
• Vinyl Chloride was detected in 8103-MW-6 at 1.8 ppb and 8103-MW-13 at 0.2 ppb. The
2L Standard is 0.03 ppb.
The following Appendix I constituents were detected in one or more of the wells in concentrations
above the MDLs and below established 2L or NCGP Standards.
• Arsenic
• Barium
• Beryllium
• Cadmium
• Chromium
• Copper
• Lead
• Nickel
• Silver
• Zinc
• 1, 1 -Dichloroethane
• 1,2-Dichlorobenzene
• 1,4-Dichlorobenzene
• 2-Butanone
• Acetone
• Benzene
• Chlorobenzene
• Chloroethane
• Cis-1,2-Dichloroethene
• Tetrachloroethene
• Total Xylenes
Rutherford County Central Sanitary Landfill July 31, 2019
Rutherford County, NC Page 10

The groundwater sample analyses did not reveal any Appendix II triggered constituent
concentrations above the 2L or NCGP Standards.
The following Appendix II triggered constituents were detected in one or more of the wells in
concentrations above the MDLs and below established 2L Standards.
• 1,3 -Dichlorobenzene
• Mercury
The results of the laboratory analyses for MNA parameters are presented in Table 11 and discussed
in Section 5.3.
The results of the laboratory analyses for C&D parameters (including the Appendix II constituents
added for this sampling event) are presented in Tables 6, 7, 8, 9, 10, and 12 and discussed in
Section 5.4.
Table 13 summarizes the sampling history for the wells in the groundwater monitoring plan and
includes the C&D and MNA wells.
5.1.2 Hydraulic Conductivity
In -situ hydraulic conductivity tests were performed on wells 8103-MW-2, 8103-MW-4, 8103-MW-
6, 8103-MW-7, 8103-MW-8 and 8103-MW-9 on March 20, 1995. These tests resulted in hydraulic
conductivity values ranging from 2.9 x 10-6 to 1.6 x 10-4 cm/sec (average 3.7 x 10-5 cm/sec). These
data are included in Table 14 and were used to calculate groundwater flow velocities across the
site. A complete discussion of the test methods and calculations is presented in BPA
Environmental & Engineering's July 7, 1995, report "Monitoring Well System Upgrade, Central
Sanitary Landfill, Rutherford County, North Carolina."
5.1.3 Groundwater Flow Direction and Rate
Rutherford County Central Sanitary Landfill July 31, 2019
Rutherford County, NC Page I I

The static levels in the monitoring wells were measured October 2-11, 2019. The water table
elevations ranged from 804.78 to 957.16 feet MSL on these dates. Groundwater and well casing
elevation data are included in Table 1. A groundwater contour map was constructed and is
presented as Figure 2. Based on field data, groundwater appears to be flowing in a radial pattern
from the fill area towards the east, south, and west. Groundwater flow lines were drawn through
each well as shown on Figure 2. The groundwater gradient at each well was calculated assuming a
constant groundwater gradient along the flow line between adjacent groundwater elevation
contours, between two monitoring wells along the same flow path, or between a well and the
nearest stream.
Based on a variation of Darcy's Law, the rate of groundwater movement within the regolith aquifer
was calculated at each monitoring well using the following equation:
V=Ki
n
where V = velocity (ft/day)
K = hydraulic conductivity (ft/day)
i = groundwater gradient (ft/ft)
n = porosity (dimensionless)
Calculated hydraulic conductivity and gradient values and estimated effective porosity values for
each well were used in the velocity calculations. The 20 percent effective porosity value is based
on porosity and specific yield versus grain size distribution relationships presented in Fetter (1988)
and is typical for the type of soil (sandy silt with some clays) comprising the regolith at the
landfill. The calculated groundwater velocities ranged from 0.68 to 21.74 ft/yr (average 8.19 ft/yr)
and are included in Table 14.
5.2 Surface Water
Rutherford County Central Sanitary Landfill July 31, 2019
Rutherford County, NC Page 12

No Appendix I volatile organic constituents were detected above the MDLs in any of the surface
water samples.
One Appendix I inorganic constituent was detected at a concentration above the Recommended
Action Level.
• Silver was detected in 8103-SW-3 at 4.5 ppb. The Recommended Action Level is 0.06
ppb.
Appendix I inorganic constituents with established standards (listed below) were detected in one or
more of the surface water samples at concentrations above the MDL and below the 2B Standards or
Action Levels.
• Cadmium
• Chromium
• Copper
• Nickel
• Zinc
The following Appendix I inorganic constituents were detected in one or more of the surface water
samples in concentrations above the MDL. No 2B Standards have been established for these
constituents.
• Barium
• Cobalt
• Vanadium
The results of the laboratory analyses for C&D surface water parameters are presented in Table 12
and discussed in Section 5.4.
Rutherford County Central Sanitary Landfill July 31, 2019
Rutherford County, NC Page 13

The results of the laboratory analyses for Appendix I constituents in the surface water samples are
summarized in Tables 15 and 16, and the complete laboratory reports are included in Appendix B.
5.3 Monitored Natural Attenuation
The designated MNA performance wells are 8103-MW-2, 8103-MW-4, 8103-MW-6, 8103-
MW-8, 8103-MW-9, 8103-MW-lOD, and 8103-MW-11A. MNA parameters have been included
in the semi-annual sampling schedule since October 2007. These analytical results provide a
sufficient set of baseline data for constructive evaluation of MNA processes. The results are
encouraging. The presence and ratios of reductive dehalogenation chlorinated ethenes and other
MNA parameter concentrations in the wells that are in the primary plume migration routes
(8103-MW-4, 8103-MW-6, and 8103-MW-11A to the west and 8103-MW-IOD to the east) are
consistent with the impacts expected from biodegradation processes at work in a mixed
contaminant plume. A Corrective Action Evaluation Report (CAER) discussing the first thirteen
MNA sampling events was submitted on April 1, 2014.
One MNA parameter (shown below) was detected at concentrations above the 2L Standard. The
results of the MNA field parameter measurements are included in Table 2, and the complete
results of the MNA laboratory parameter analyses are presented in Table 11.
• Iron was detected in 8103-MW-6 at 8,180 ppb, 8103-MW-8 at 1,560 ppb, 8103-MW-10D at
691 ppb, and 8103-MW-11A at 3,850 ppb. The 2L Standard is 300.0 ppb.
5.4 C & D Monitoring
The groundwater sample analyses revealed that four C&D parameters (listed below) exceeded
established groundwater water protection standards.
Rutherford County Central Sanitary Landfill July 31, 2019
Rutherford County, NC Page 14

• Iron was detected in 8103-MW-3 at 2,330.0 ppb, 8103-MW-12 at 4,000.0 ppb, 8103-MW-
13 at 2,980.0 ppb, 8103-MW-14 at 671.0 ppb, and 8103-MW-15 at 772.0 ppb. The 2L
Standard is 300.0 ppb.
• Manganese was detected in 8103-MW-3 at 316.0 ppb, 8103-MW-12 at 1,210.0 ppb, 8103-
MW-13 at 1,860.0 ppb, and 8103-MW-15 at 64.4 ppb. The 2L Standard is 50.0 ppb.
• TDS were detected in 8103-MW-3 at 575,000 ppb. The 2L Standard is 500,000 ppb.
One C&D surface water constituent had concentrations (listed below) that exceeded the 2B
Standards for Class B,C Surface Waters.
• Mercury was detected in 8103-SW-2 at 0.04 ppb, 8103-SW-3 at 0.07 ppb, and 8103-SW-4
at 0.02 ppb. The 2B Standard is 0.012 ppb.
Notifications
All groundwater constituent concentrations that exceeded the 2L or NCGP standards are listed in
Section 5.1.1, Section 5.3, and Section 5.4, and indicated by shaded cells and bold typeface in
Tables 3 through 12. Surface water constituent concentrations that exceeded the 2B or NCGP
Standards are listed in Sections 5.2 and 5.4 and indicated by shaded cells and bold typeface in
Tables 12, 15, and 16. A summary of groundwater notifications is provided in Table 17 and
surface water notifications in Table 18.
Groundwater and surface water concentrations that exceeded the reporting limits but were below
the 2L or NCGP standards are listed in Sections 5.1.1 and 5.2 and in Tables 3 through 12, 15, and
16.
The volatile organic constituents present in the groundwater samples are likely due to past waste
disposal activities; however, contributions by ongoing borrow, maintenance, and transfer station
activities cannot be ruled out. Continued operation of the C&D facility adjacent to the old disposal
area is also a potential contributor. There is no evidence indicating that volatile organic
Rutherford County Central Sanitary Landfill July 31, 2019
Rutherford County, NC Page 15

constituents resulting from waste disposal at Central Landfill currently exceed the 2L or NCGP
Standards at locations beyond the facility boundary.
The inorganic constituents present in the groundwater samples have been influenced by past waste
disposal, but it is likely that local geology has an impact. The upgradient well, 8103-MW-2, shows
no volatile organic impacts but over time has shown a number of inorganic concentrations similar
to those in downgradient wells. Upgradient surface water sample 8103-SW-4 also shows inorganic
impacts similar to those in the downgradient surface water samples. Inorganic concentrations have
shown significant fluctuations over time at several sampling locations monitoring the C&D
disposal area. It is possible/likely that the fluctuations are significantly influenced by long
duration precipitation patterns.
5.6 Quality Assurance
A duplicate sample was collected from 8103-MW-15and submitted for analysis as "Duplicate."
This sample was analyzed for Appendix I volatile organic constituents. The duplicate Appendix I
volatile organic results are consistent with the 8103-MW-3 results. The results of the duplicate
sample analyses are included in Appendix B.
Trip blank samples accompanied the sample bottles from the time they left the laboratory until
their return. The laboratory did not report the presence of any Appendix I constituents above the
detection in the trip blank sample.
Rutherford County Central Sanitary Landfill July 31, 2019
Rutherford County, NC Page 16

6.0 REFERENCES
BPA Environmental & Engineering, Inc., Monitoring Well System Upgrade, Central Sanitary
Landfill, Rutherford County, N.C., July 7, 1995.
Fetter, C.W., 1988, Applied Hydrogeology, New York, New York; Macmillan Publishing
Company, 1988, 592 pp.
North Carolina Administrative Code, Title 15A, Department of Environment, Health and Natural
Resources, Division of Environmental Management, Subchapter 2L, Classifications and Water
Quality Standards Applicable to the Groundwaters of North Carolina, Sections .0100, .0200, and
.0300 (Downloaded from NCSW Web Site, June 11, 2012); from the Environmental Management
Commission, Raleigh, North Carolina.
North Carolina Administrative Code, Title 15A, Department of Environment, Health and Natural
Resources, Division of Environmental Management, Subchapter 213, Classifications and Water
Quality Standards Applicable to the Surface Waters of North Carolina, Section .0200, May 1,
2007; from the Environmental Management Commission, Raleigh, North Carolina.
Composite 15A NCAC Subchapter 2B and EPA National Criteria for Freshwater Aquatic Life,
current as of February 5, 2010.
North Carolina Administrative Code, Title 15A, Department of Environment, Health and Natural
Resources, Division of Solid Waste Management, Subchapter 1313, Solid Waste Management,
Section .1600 (August 27, 2001).
North Carolina Administrative Code, Title 15A, Department of Environment, Health and Natural
Resources, Division of Solid Waste Management, Subchapter 1313, Solid Waste Management,
recently added/updated rules .1604, .1626, .1632, .1633, .1634, .1635, and .1637 (effective
April/May 2011)
Rutherford County Central Sanitary Landfill July 31, 2019
Rutherford County, NC Page 17

North Carolina Water Quality Monitoring Guidance Document for Solid Waste Facilities,
Department of Environment, Health and Natural Resources, Division of Solid Waste Management,
Solid Waste Section, (January 2000), Download from NCSW Web Site.
North Carolina Solid Waste Section Memorandum Regarding New Guidelines for Electronic
Submittal of Environmental Data, October 27, 2006.
Addendum to October 27, 2006, North Carolina Solid Waste Section Memorandum Regarding New
Guidelines for Electronic Submittal of Environmental Data, February 23, 2007.
North Carolina Department of Environment and Natural Resources, Division of Solid Waste
Management, Solid Waste Management, Solid Waste Environmental Monitoring Reporting Limits
and Standards, updated June 13, 2011, downloaded from NCDENR June 11, 2015.
Rutherford County Central Sanitary Landfill July 31, 2019
Rutherford County, NC Page 18

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TABLE 1
SUMMARY OF MONITORING WELL DATA
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
Well
No.
Elevation (ft)
Depth
of
Well
(ft)
Static Water Levels3
May 10-17, 2018
Oct 1-8, 2018
May 7-15,
2019
Oct 2-11, 2019
Land
Surface
Top of
Casing'
Top of
Screen
Bottom of
Screen
Depth
(ft)
Elevation
(ft)
Depth
(ft)
Elevation
(ft)
Depth
(ft)
Elevation
(ft)
Depth
(ft)
Elevation
(ft)
8103-MW-2
995.43
995.51
945.43
935.43
60.0
46.89
948.62
46.20
949.31
32.05
963.46
38.35
957.16
8103-MW-3
859.62
860.28
822.62
812.62
47.0
32.09
828.19
33.23
827.05
30.17
830.11
33.23
827.05
8103-MW-4
849.72
851.03
809.72
799.72
50.0
31.91
819.12
34.82
816.21
28.49
822.54
34.60
816.43
8103-MW-6
833.43
834.90
810.93
795.93
37.5
31.36
803.54
31.12
803.78
26.57
808.33
30.12
804.78
8103-MW-7
890.51
892.70
851.51
836.51
54.0
34.93
857.77
35.88
856.82
33.20
859.50
35.90
856.80
8103-MW-8
857.86
860.31
828.36
813.36
44.5
39.89
820.42
42.56
817.75
35.98
824.33
40.78
819.53
8103-MW-9
864.97
867.25
842.47
827.47
37.5
34.02
833.23
34.64
832.61
29.04
838.21
31.35
835.90
8103-MW-10A
834.73
837.23
743.73
733.73
101.0
6.475
830.765
6.725
830.51'
5.745
831.49'
5.445
831.795
8103-MW-10B
834.50
836.15
802.50
797.50
37.0
9.11
827.04
9.51
826.64
7.86
828.29
9.00
827.15
8103-MW-10C
834.50
836.19
823.50
818.50
16.0
8.88
827.31
9.29
826.90
7.82
828.37
8.78
827.41
8103-MW-10D
834.73
837.23
778.73
768.73
66.0
9.96
827.27
9.44
827.79
8.34
828.89
9.57
827.66
8103-MW-11A
815.39
817.18
780.39
770.39
45.0
8.26
808.92
8.55
808.63
7.40
809.78
8.73
808.45
8103-MW-11 B
816.32
817.72
806.32
796.32
20.0
9.45
808.27
9.42
808.30
8.85
808.87
9.97
807.75
8103-MW-12
884.33
886.68
849.33
834.33
50.0
32.27
854.41
38.10
848.58
34.55
852.13
40.08
846.60
8103-MW-13
960.80
962.90
887.80
872.80
88.0
81.21
881.69
80.26
882.64
70.04
892.86
75.06
887.84
8103-MW-14
867.08
869.48
849.68
834.68
32.4
20.67
848.81
27.18
842.30
18.53
850.95
21.63
847.85
8103-MW-15
887.58
889.54
839.58
849.58
38.0
29.10
860.44
32.40
857.14
27.18
862.36
33.38
856.16
Notes:
1 Elevations for 8103-MW-2 through 8103-MW-11 B determined by survey: Burnt Chimney Surveying, Forest City, NC,
December 1998, elevations for 8103-MW-12 and 8103-MW-13 provided by David Garrett P.G., P.E., Engineering
and Geology, Raleigh, NC, 2002 and 1999, respectively
2 Depth to groundwater measured by Scarlett Geophysical Consulting, P.C.
3 Water levels taken from top of casing
4 Depth of well measured from land surface
5 Does not represent static water level. Well has very slow recharge rate (less than 0.03 gallons per day)
RuthCent_1019

TABLE 2
GROUND AND SURFACE WATER SAMPLING FIELD DATA
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
Parameter
Sample Location
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10A
8103-MW-10B
Temperature
15.95°C
16.8°C
15.22°C
18.12°C
16.3°C
15.81°C
14.86°C
NS
15.6°C
Conductivity
86.0 pmhos/cm
885 pmhos/cm
473 pmhos/cm
1570 pmhos/cm
854 pmhos/cm
239 pmhos/cm
37.0 pmhos/cm
NS
158.5 pmhos/cm
pH
7.95
7.35
6.50
6.47
7.50
5.16
5.56
NS
5.83
ORP
169 mV
NA
171 mV
-85 mV
NA
277 mV
271 mV
NS
NA
DO
10.60 mg/I
NA
0.00 mg/I
5.55 mg/I
NA
8.25 mg/I
9.19 mg/I
NS
t
NA
Turbidity
8.9 NTU
NA
3.3 NTU
9.8 NTU
NA
7.4 NTU
3.0 NTU
NS
NA
Parameter
Sample Location
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
8103-MW-16
Temperature
16.4°C
14.99°C
14.98°C
16.9°C
17.3°C
17.2°C
16.9°C
15.3°C
15.2°C
Conductivity
99.0 pmhos/cm
297 pmhos/cm
808 pmhos/cm
276.0 pmhos/cm
528 pmhos/cm
189.8 pmhos/cm
201 pmhos/cm
204 pmhos/cm
316 pmhos/cm
pH
6.15
6.10
6.22
5.80
6.43
5.86
5.58
5.68
8.66
ORP
NA
80 mV
-69 mV
NA
NA
NA
NA
NA
NA
DO
NA
0.00 mg/I
0.00 mg/I
NA
NA
NA
NA
NA
NA
Turbidity
NA
0.8 NTU
7.6 NTU
NA
NA
NA
NA
NA
NA
Parameter
Sample Location
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
Temperature
20.6°C
22.4°C
20.5°C
20.4°C
Conductivity
91.4 pmhos/cm
61.0 pmhos/cm
53.1 pmhos/cm
73.6 pmhos/cm
pH
7.34
7.11
6.93
7.18
ORP
NA
NA
NA
NA
DO
NA
NA
NA
NA
Turbidity
NA
NA
NA
NA
NS - Not sampled
NA - Not analyzed
RuthCent_1019

TABLE 3
GROUNDWATER SAMPLING RESULTS
APPENDIX I INORGANIC CONSTITUENTS BY SW-846 METHOD 6010 C
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11. 2019
Parameter
Well Number
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
ANTIMONY
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.0
ARSENIC
BQL
BQL
BQL
6.20
BQL
BQL
BQL
BQL
10.0
BARIUM
18.80
192.00
92.80
232.00
119.00
125.00
63.20
193.00
700.0
BERYLLIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.29
4.0
CADMIUM
BQL
0.50
0.30
0.20
0.40
BQL
BQL
BQL
2.0
CHROMIUM
1.90
3.00
1.20
6.40
3.60
4.70
3.40
16.40
10.0
COBALT
BQL
1.90
BQL
21.50
1.40 '
1.20
BQL
BQL
7.50 '
1.0
COPPER
4.48
5.60
2.00
2.70
6.90
BQL
2.50
11.30
1,000.0
LEAD
BQL
BQL
BQL
BQL
BQL
BQL
BQL
3.90
15.0
NICKEL
BQL
1.60
BQL
7.90
2.70
1.40
0.60
8.30
100.0
SELENIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
SILVER
BQL
BQL
5.20
1.70
5.50
BQL
BQL
BQL
20.0
THALLIUM
BQL
BQL
BQL
31.20
BQL
BQL
BQL
BQL
0.28
VANADIUM
1.50
&W
2.40
2.60
4.80
6.00
1:00
29.00 `
0.3
ZINC
9.20
18.50
11.80
16.90
26.70
15.30
16.50
39.10
1,000.0
Parameter
Well Number
15A NCAC 2L
Standard for Class
GAGroundwater
NC Groundwater
Protection
Standard
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
ANTIMONY
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.0
ARSENIC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
BARIUM
593.00
200.00
185.00
680.00
126.00
198.00
111.00
111.00
700.0
BERYLLIUM
1.20
BQL
BQL
3.90
BQL
BQL
BQL
BQL
4.0
CADMIUM
BQL
0.33
0.50
BQL
0.50
0.40
BQL
0.23
2.0
CHROMIUM
49.20
1.90
4.40
78.10
7.30
2.90
2.10
2.70
10.0
COBALT
29.60
24.30
13.00 `
39.00
3.50 `
7.10
BQL
BQL
*
1.0
COPPER
28.50
2.80
BQL
41.20
12.40
5.60
2.70
BQL
1,000.0
LEAD
13.60
BQL
BQL
26.80
BQL
BQL
BQL
BQL
15.0
NICKEL
28.70
4.50
4.20
54.60
3.80
4.70
BQL
0.80
100.0
SELENIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
SILVER
BQL
BQL
BQL
BQL
3.10
BQL
BQL
BQL
20.0
THALLIUM
BQL
4.86
16.90
BQL
BQL
7.30
BQL
BQL
0.28
VANADIUM
88.30
BQL
`1.40 '
168.00
14:60
1.60
3.10
2.00
0.3
ZINC
101.00
1-2-70---r
12.10
159.00
42.60
11.30
10.40
10.80
1,000.0
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• NS - Not Sampled
• * - Standard not established
Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
RuthCent_1019

TABLE 4
GROUNDWATER SAMPLING RESULTS
APPENDIX I VOLATILE ORGANIC CONSTITUENTS BY SW-846 METHOD 8260
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
Parameters
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MW4
8103-MW-6
8103-MW-7
8103-MW-B
8103-MW-9
8103-MW-10B
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GA Groundwater
Standard
1,1,1,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.0
1,1,1-TRICHLOROETHANE
SOL
SOL
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
200.0
'
1,1,2,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.2
0.18
1,1,2-TRICHLOROETHANE
SOL
SOL
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
'
0.6
1,1-DICHLOROETHANE
BQL
BQL
BQL
BQL
1.0
BQL
BQL
0.4
BQL
2.1
BQL
BQL
BQL
BQL
BQL
BQL
6.0
'
1,1-DICHLOROETHENE
SOL
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
7.0
'
1,2,3-TRICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.005
'
1,2-DIBROMO-3-CHLOROPROPANE
SOL
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
SOL
0.04
'
1,2-DIBROMOETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.02
'
1,2-DICHLOROBENZENE
SOL
SOL
SOL
0.7
BQL
BQL
BQL
BQL
SOL
0.2
0.2
BQL
BQL
BQL
BQL
BQL
20.0
'
1,2-DICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
'
1,2-DICHLOROPROPANE
SOL
SOL
SOL
SOL
BQL
BQL
.. 14.5
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
SOL
0.6
'
1,4-DICHLOROBENZENE
BQL
BQL
0.4
6.3
BQL
BQL
BQL
BQL
BQL
2.7
3.3
0.3
BQL
BQL
BQL
BQL
6.0
'
1,4-DIOXANE
SOL
6.1
BQL
10.1
BQL
BQL
BQL
BQL
SOL
BQL
BQL
BQL
SOL
SOL
SOL
SOL
3.0
'
2-BUTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
6.7
BQL
BQL
BQL
4,000.0
'
2-HEXANONE
SOL
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
'
40.0
4-METHYL-2-PENTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
560.0
ACETONE
SOL
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
5.9
7.4
BQL
BQL
6000.0
'
ACRYLONITRILE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
'
BENZENE
SOL
SOL
SOL
1.2 .
BQL
BQL
BQL
BQL
BQL
.1.61
0.4
BQL
BQL
0.8
SOL
SOL
1.0
'
BROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
BROMODICHLOROMETHANE
SOL
SOL
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
0.6
'
BROMOFORM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4.0
'
BROMOMETHANE
SOL
SOL
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
'
10.0
CARBON DISULFIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
700.0
'
CARBON TETRACHLORIDE
SOL
SOL
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
0.3
'
CHLOROBENZENE
BQL
BQL
0.5
33.3
BQL
BQL
BQL
BQL
BQL
2.7
7.2
0.3
BQL
BQL
BQL
BQL
50.0
'
CHLOROETHANE
SOL
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
SOL
SOL
1.1
0.3
BQL
3,0DD.0
'
CHLOROFORM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
'
CHLOROMETHANE
SOL
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
SOL
3.0
'
CIS-1,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.9
BQL
13.7
0.2
BQL
BQL
0.7
1.5
BQL
70.0
'
CIS-1,3-DICHLOROPROPENE
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
SOL
SOL
0.4
DIBROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
0.41
DIBROMOMETHANE
SOL
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
SOL
SOL
'
70.0
ETHYLBENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
600.0
'
METHYL IODIDE
SOL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
SOL
SOL
'
METHYLENE CHLORIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
5.0
'
STYRENE
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
SOL
SOL
SOL
70.0
'
TETRACHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.3
BQL
1.2
BQL
BQL
BQL
BQL
BQL
BQL
0.7
'
TOLUENE
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BOL
SOL
SOL
SOL
SOL
600.0
'
TOTAL XYLENES
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.5
BQL
BQL
500.0
'
TRANS-I,2-DICHLOROETHENE
SOL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
SOL
SOL
SOL
SOL
100.0
'
TRANS-I,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
'
TRANS-I,4-DICHLORO-2-BUTENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
SOL
SOL
SOL
SOL
BQL
'
TRICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
BQL
BQL
BQL
BQL
BQL
BQL
3.0
'
TRICHLOROFLUOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SOL
SOL
SOL
SOL
SOL
BQL
2,000.0
'
VINYL ACETATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
'
88.0
VINYL CHLORIDE
BQL
BQL
BQL
1.6
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.2
SOL
SOL
0.03
'
All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
B - Lab blank contamination
• NS - Not Sampled
Standard not established
• Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
RuthCent_1019

TABLE 5
GROUNDWATER SAMPLING RESULTS
APPENDIX II TRIGGERED CONSTITUENTS
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
SW-846
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
Parameter
Method
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
GAGroundwater
Standard
1,3-Dichlorobenzene
8260
BQL
0.6
BQL
BQL
BQL
BQL
BQL
2.6
0.2
BQL
200.0
1,3-Dichloro ro ane
8260
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Dichlorodifluoromethane
8260
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1,000.0
4,4'- DDD
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.1
4,4'- DDT
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.1
al ha-BHC
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
0.006
beta-BHC
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.019
delta-BHC
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.019
Endrin
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2.0
l,qamma-BHC Lindane
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.03
Mercury
1 7470
0.13
0.07
0.14
0.10
0.05
0.09
0.07
0.10
0.10
0.13
1.0
Notes:
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
* - Standard not established
Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
NA -Not analyzed
RuthCent_1019

TABLE 6
GROUNDWATER SAMPLING RESULTS
APPENDIX II INORGANIC CONSTITUENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
Parameter
Laboratory
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
Method
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GA Groundwater
Standard
ANTIMONY
SW 846 6010
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.0
ARSENIC
SW 846 6010
BQL
BQL
BQL
6.20
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
BARIUM
SW 846 6010
18.80
192.00
92.80
232.00
119.00
125.00
63.20
126.00
198.00
111.00
111.00
700.0
BERYLLIUM
SW 846 6010
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4.0
CADMIUM
I SW 846 6010
BQL
0.50
0.30
0.20
0.40
BQL
BQL
0.50
0.40
BQL
0.23
2.0
CHROMIUM
SW 846 6010
1.90
3.00
1.20
6.40
3.60
4.70
3.40
7.30
2.90
2.10
2.70
1 10.0
COBALT
SW 846 6010
BQL
1.90
BQL
21.50
1.40
1.20
BQL
3.50
7.10
BQL
BQL
*
1.0
COPPER
SW 8466010
BQL
5.60
2.00
2.70
6.90
BQL
2.50
12.40
5.60
2.70
6.62
1,000.0
CYANIDE
EPA 335.2
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
70.0
LEAD
SW 846 6010
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
15.0
MERCURY
SW 846 7470
0.07
0.10
0.13
0.07
0.14
0.10
0.05
0.03
0.11
0.05
0.02
1.0
NICKEL
SW 846 6010
BQL
1.60
BQL
7.90
2.70
1.40
0.60
3.80
4.70
BQL
0.80
100.0
SELENIUM
SW 846 6010
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
SILVER
SW 846 6010
BQL
BQL
5.20
1.70
5.50
BQL
BQL
3.10
BQL
BQL
BQL
20.0
SULFIDE
EPA376.1
BQL
BQL
BQL
I BQL
BQL
BQL
BQL
NA
BQL
BQL
BQL
THALLIUM
SW 846 6010
BQL
BQL
BQL
31.20
BQL
BQL
BQL
BQL
7.30
BQL
BQL
0.28
TIN
SW 846 6010
BQL
BQL
NA
NA
NA
NA
NA
BQL
BQL
BQL
BQL
2,000.0
VANADIUM
SW 846 6010
1.50
5.30
2.40
2.60
4.80
6.00
1.00
14:60
1.60
3.10
2.00
*
0.3
ZINC
SW 8466010
9.30
18.50
11.80
16.90
26.70
15.30
16.50
42.60
11.30
10.40
10.80
1,000.0
Notes:
All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
* - Standard not established
Shaded cells denote concentrations that equal or exceed the 2L or Groundwater Protection Standards
NS - Not Sampled
• NA - Not Analyzed
RuthCent_1019

TABLE 7
GROUNDWATER SAMPLING RESULTS
APPENDIX II VOLATILE ORGANIC CONSTITUENTS BY SW-846 METHOD 8260
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
Parameters
Sample Locations
15A NCAC 2L
Standard for Class
NC Groundwater
Protection Standard
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9 8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GAGroundwater
1112-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
1.0
1,1,1-TRICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
200.0
'
1122-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.2
0.18
1,1,2-TRICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
11-DICHLOROETHANE
BQL
BQL
BQL
BQL
1.0
BQL
BQL
BQL
BQL
BQL
BQL
6.0
'
1,1-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
7.0
'
11-DICHLOROPROPENE
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
*
"
1,2,3-TRICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.005
'
1,2,4-TRICHLOR013ENZENE'
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
70.0
70.0
1,2-DIBROMO-3-CHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.04
'
12-DIBROMOETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.02
"
1,2-DICHLOROBENZENE
BQL
BQL
BQL
0.7
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
'
12-DICHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
"
1,2-DICHLOROPROPANE
BQL
BQL
BQL
BQL
BQL
BQL
94.5-
BQL
BQL
BQL
BQL
0.6
'
13-DICHLOROBENZENE
NA
BQL
BQL
0.6
BQL
BQL
BQL
BQL
BQL
BQL
BQL
200.0
1,3-DICHLOROPROPANE
NA
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
'
14-DICHLOROBENZENE
BQL
BQL
0.4
6:3
BQL
BQL
BQL
BQL
BQL
BQL
BQL
6.0
"
2,2-DICHLOROPROPANE
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
'
2-BUTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
6.7
BQL
BQL
BQL
4000.0
'
2-HEXANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
40.0
4-METHYL-2-PENTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
560.0
ACETONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
5.9
7.4
BQL
BQL
6,000.0
'
ACETONITRILE
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
*
42.0
ACROLEIN
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
`
4.0
ACRYLONITRILE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
"
ALLYL CHLORIDE 3-chloro ro ene
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
BENZENE
BQL
BQL
BQL
4,.2
BQL
BQL
BQL
BQL
0.80
BQL
BQL
1.0
"
BROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
BROMODICHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
'
BROMOFORM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4.0
'
BROMOMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10.0
CARBON DISULFIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
700.0
'
CARBON TETRACHLORIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.3
"
CHLOROBENZENE
BQL
BQL
0.5
33.3
BQL
BQL
BQL
BQL
BQL
BQL
BQL
50.0
'
CHLOROETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.1
0.3
BQL
3000.0
"
CHLOROFORM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
'
CHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
3.0
CHLOROPRENE
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
'
CIS-I2-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.7
1.5
BQL
70.0
"
CIS-1,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
'
DIBROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
0.41
DIBROMOMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
DICHLORODIFLOUROMETHANE
NA
BQL
BQL
NA
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1000.0
"
ETHYLBENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
600.0
'
ETHYL METHACRYLATE
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
*
"
ISOBUTYLALCOHOL
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
METHACRYLONITRILE
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
"
METHYL IODIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
METHYL METHACRYLATE
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
*
25.0
METHYLENE CHLORIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
5.0
'
PROPIONITRILE
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
*
"
STYRENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
'
TETRACHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.7
TOLUENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
600.0
'
TOTAL XYLENES
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.5
BQL
BQL
500.0
TRANS-I,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
100.0
'
TRANS-I3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
TRANS-I,4-DICHLORO-2-BUTENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
'
TRICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
3.0
"
TRICHLOROFLUOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
2,000.0
'
VINYL ACETATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
*
88.0
VINYL CHLORIDE
BQL
BQL
BQL
C8
1 BQL
BQL
BQL
BQL
`0.2
BQL
BQL
0.03
'
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
* - Standard not established
• Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• ' Analyzed by SW-846 Method 8270
• NS - Not Sampled
RuthCent_1019

TABLE 8
GROUNDWATER SAMPLING RESULTS
APPENDIX II SEMI -VOLATILE CONSTITUENTS BY SW-846 METHOD 8270
CENTRAL SANITARY LANDFILL (# 81-03), RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
Parameter
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MW4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GAGround-der
Standard
0,0 0-TRIETHYL PHOSPHOROTHIOATE
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
00-DIETHYL o-2-PYROZINYL
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
1245-TETRACHLOROBENZENE
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
2.0
124-TRICHLOROBENZENE
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
70.0
70.0
14-NAPHTHOQUINONE
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
1-NAPHTHYLAMINE
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
'
2346-TETRACHLOROPHENOL
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
200.0
245-TRICHLOROPHENOL
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
63.0
246-TRICHLOROPHENOL
SOL
SOL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
4.0
24-DICHLOROPHENOL
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
0.98
24-DIMETHYLPHENOL
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
100.0
24-DINITROPHENOL
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
24-DINITROTOLUENE
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
0.1
26-DICHLOROPHENOL
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
26-DINITROTOLUENE
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
SOL
2-ACETYLAMINOFLUORENE
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
2-CHLORONAPHTHALENE
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
2-CHLOROPHENOL
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
0.4
2-METHYLNAPHTHALENE
SOL
SOL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
30.0
2-METHYLPHENOL (O-CRESOL)
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
400.0
2-NAPHTHYLAMINE
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
2-NITROANILINE
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
BOIL
2-NITROPHENOL
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
BOIL
3 & 4-METHYLPHENOL M &P-CRESOL
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
BOIL
400/40
`
3 3'-DICHLOROBENZIDINE
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
`
3 3'-DIMETHYLBENZIDINE
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
3-METHYLCHOLANTHRENE
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
3-NITROANILINE
SOL
SOL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
"
4,6-DINITRO-o-CREOSOL'
SOL
SOL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
4-AMINOBIPHENYL
SOL
SOL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
4-BROMOPHENYL PHENYL ETHER
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
4-CHLORO-3-METHYLPHENOL
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
`
4-CHLOROANILINE
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
BOIL
"
4-CHLOROPHENYL PHENYL ETHER
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
BOIL
"
4-NITROANILINE
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
4-NITROPHENOL
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
5-NITRO-O-TOLUIDINE
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
712-DIMETHYLBENZ AANTHRACENE
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
ACENAPHTHENE
SOL
SOL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
80.0
ACENAPHTHYLENE
SOL
SOL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
200.0
ACETOPHENONE
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
700.0
ANTHRACENE
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
2000.0
BENZO A ANTHRACENE
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
0.05
BENZO A PYRENE
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
BOIL
0.005
BENZO B FLUORANTHENE
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
BOIL
0.05
BENZO G HIPERYLENE
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
BOIL
200.0
BENZO KFLUORANTHENE
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
BOIL
0.5
BENZYL ALCOHOL
SOL
BOIL
NA
NA
NA
NA
NA
NA
SOL
SOL
SOL
700.0
BIS(2-CHLORO-I-METHYLETHYL)ETHER'
SOL
SOL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
BIS2-CHLOROETHOXY METHANE
SOL
SOL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
BIS2-CHLOROETHYLETHER
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
0.031
BIS2-ETHYLHEXYLPHTHALATE
SOL
2.5
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
3.0
`
BUTYL BENZYL PHTHALATE'
SOL
SOL
NA
NA
NA
NA
NA
NA
BQL
BQL
BOIL1,000.0
CHLOROBENZILATE
SOL
SOL
NA
NA
NA
NA
NA
NA
BQL
SOL
BOIL
CHRYSENE
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
5.0
DIALLATE(TOTAL)
SOL
BOIL
NA
NA
NA
NA
NA
NA
BOIL
SOL
BOIL
`
Notes:
NA - Not Analyzed
RuthCent_1019

TABLE 8(CONT.)
Parameter
15A NCAC 21
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GAGroundwater
Standard
DIBENZA H ANTHRACENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.005
DIBENZOFURAN
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
28.0
DIETHYL PHTHALATE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
6000.0
DIMETHYL PHTHALATE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
DI-N-BUTYLPHTHALATE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
700.0
DI-N-OCTYLPHTHALATE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
100.0
DIPHENYLAMINE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
ETHYL METHANESULFONATE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
FLUORANTHENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
300.0
FLUORENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
300.0
HEXACHLOROBENZENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.02
HEXACHLOROBUTADIENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.4
0.44
HEXACHLOROCYCLOPENTADIENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
50.0
HEXACHLOROETHANE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
2.5
HEXACHLOROPROPENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
INDENO123-CDPYRENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.05
ISODRIN
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
ISOPHORONE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
40.0
ISOSAFROLE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
m-DINITROBENZENE4
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
METHAPYRILENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
METHYL METHANESULFONATE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
N-NITROSODIETHYLAMINE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
N-NITROSODIMETHYLAMINE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.0007
N-NITROSODI-N-BUTYLAMINE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
"
N-NITROSODI-N-PROPYLAMINE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
`
N-NITROSODIPHENYLAMINE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
N-NITROSOMETHYLETHYLAMINE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
N-NITROSOPIPERIDINE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
N-NITROSOPYRROLIDINE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
"
NAPHTHALENE
BQL
BQL
NA
NA
NA
NA
NA
NA
9.7.
BQL
BQL
6.0
NITROBENZENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
O-TOLUIDINE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
P-DIMETHYLAMINOAZOBENZENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
PENTACHLOROBENZENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
"
PENTACHLORONITROBENZENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
`
PHENACETIN
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
PHENANTHRENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
200.0
PHENOL
BQL
I BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
30.0
p-PHENYLENEDIAMINE'
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
"
PRONAMIDE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
"
PYRENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
200.0
SAFROLE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
sym- I RINI I ROBENZENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
"
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• ' - Standard not established
• Shaded cells denote concentrations that equal or exceed 21 or Groundwater Protection Standards
•'-4,6-Dinitro-o-creosole=4,6-Dinitro-2-methylphenol=2-Methyl-4,6-dinitrophenol
• - Bis (2-chlora1-methylethyl) ether = 2,2-Oxybis(1-chloropropane) = Bis (2-chloroiWDropyl) ether
• a - Butyl benzyl phthalate = BenzylbutylDhthalate
• 4 - m-Dinitrobenzene = 1,3 Dinitrobenzene
• s - p-Phenylenediamine = 1,4 Phenylenediamine
• s-sym-Trinitrobenzene=1,3,5-Trinitrobenzene
• NS - Not Sampled
• NA - Not Analyzed
RuthCent_1019

TABLE 9
GROUNDWATER SAMPLING RESULTS
APPENDIX II ORGANOPHOSPHORUS PESTICIDES BY SW-846 METHOD 8270
APPENDIX II HERBICIDES BY SW-846 METHODS 8151A and 8270D
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
15A NCAC 2L NC Groundwater
PARAMETER WELL NUMBER Standard for Class Protection
8103-MW-2 I 8103-MW-3 I 8103-MW-4 I 8103-MW-6 I 8103-MW-7 I 8103-MW-8 I 8103-MW-9 I 8103-MW-12 8103-MW-13 8103-MW-14 8103-MW-15 GAGroundwater Standard
PESTICIDES
0,0,0-TRIETHYL PHOSPHOROTHIOATE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
DIMETHOATE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
DISULFOTON
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.3
FAMPHUR
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
KEPONE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
METHYL PARATHION
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
PARATHION
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
PHORATE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
1.0
THIONAZIN
BQL
I BQL
I NA
I NA
I NA
I NA
I NA
I NA
I BQL
I BQL
I BQL
HERBICIDES
2,4,5-T
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
2,4,5-TP SILVEX
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
50.0
2,4-D
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
70.0
DINOSEB
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
7.0
PENTACHLOROPHENOL
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.3
Notes:
• All results in parts per billion (ppb)
• BOL - Below Method Detection Limit
• Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• ' - Thionazin = 0,0-Diethyl o-2-pyrozinyl
RuthCent_1019

TABLE 10
GROUNDWATER SAMPLING RESULTS
APPENDIX II PESTICIDES/PCBS BY SW-846 METHOD 8081/8082
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11. 2019
PARAMETER
WELL NUMBER
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MW-4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GA Groundwater
Standard
4,4'-DDD
BQL
BQL
BQL
BQL
BQL
BQL
BQL
NA
BQL
BQL
BQL
0.1
4,4'-DDE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
4,4'-DDT
BQL
BQL
BQL
BQL
BQL
BQL
BQL
NA
BQL
BQL
BQL
0.1
ALDRIN
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
*
0.002
ALPHA-BHC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
NA
BQL
BQL
BQL
0.006
AROCLOR 1016
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.09
AROCLOR 1221
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.09
AROCLOR 1232
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.09
AROCLOR 1242
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.09
AROCLOR 1248
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.09
AROCLOR 1254
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.09
AROCLOR 1260
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.09
BETA-BHC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
NA
BQL
BQL
BQL
0.019
CHLORDANE TOTAL
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.1
DELTA-BHC
BQL
BQL
BQL
BQL
BQL
BQL
BQL
NA
BQL
BQL
BQL
*
0.019
DIELDRIN
BQL
BQL
NA
NA
NA
NA
NA
A
BQL
BQL
BQL
0.002
ENDOSULFANI
BQL
BQL
NA
NA
NA
NA
NAA
BQL
BQL
BQL
40.0
ENDOSULFAN II
BQL
BQL
NA
NA
NA
NA
NA
BQL
BQL
BQL
42.0
ENDOSULFAN SULFATE
BQL
BQL
NA
NA
NA
NA
NAA
BQL
BQL
BQL
40.0
ENDRIN
BQL
BQL
BQL
BQL
BQL
BQL
BQLA
rNA
BQL
BQL
BQL
2.0
ENDRIN ALDEHYDE
BQL
BQL
NA
NA
NA
NA
NAA
BQL
BQL
BQL
2.0
GAMMA-BHC LINDANE
BQL
BQL
BQL
BQL
BQL
BQL
BQLA
BQL
BQL
BQL
0.03
HEPTACHLOR
BQL
BQL
NA
NA
NA
NA
NAA
BQL
BQL
BQL
0.008
HEPTACHLOR EPDXIDE
BQL
BQL
NA
NA
NA
NA
NAA
BQL
BQL
BQL
0.004
METHOXYCHLOR
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
40.0
TOXAPHENE
BQL
BQL
NA
NA
NA
NA
NA
NA
BQL
BQL
BQL
0.03
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• * - Standard not established
Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• NS - Not Sampled
• NA - Not Analyzed
RuthCent_1019

TABLE 11
GROUNDWATER SAMPLING RESULTS
MONITORED NATURAL ATTENUATION PARAMETERS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
Parameter
Laboratory
Method
Sample Location
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
8103-MW-2
8103-MW-4
8103-MW-6
8103-MW-8
8103-MW-9
8103-MW-10D
8103-MW-11A
ACETIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
ALKALINITY
SM 2320B
43,600 u /L
254,000 u /L
543,000 u /L
43,600 u /L
10,700 u /L
141,000 u /L
407,000 u /L
BOD
SM 5210B
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BUTYRIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
CARBON DIOXIDE
SM 4500 CO2 C
6,160 u /L
150,000 u /L
558,000 u /L
95,900 u /L
96,800 u /L
136,000 u /L
402,000 u /L
CHLORIDE
SM 4500 Cl C
2,380 u /L
9,980 u /L
186,000 u /L
39,400 ug/L
2,380 ug/L
10,400 u /L
36,100 u /L
250,000.0
COD
EPA 410.4
BQL
5,000 u /L
56,000 u /L
BQL
BQL
BQL
16,000 u /L
ETHANE
AM20GAX
BQL
BQL
0.30 u /L
BQL
BQL
BQL
0.16 u /L
ETHENE
AM20GAX
BQL
BQL
0.43 u /L
BQL
BQL
BQL
0.21 u /L
HEXANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
HYDROGEN
AM20GAX
1.5 nM
1.4 nM
2.1 nM
1.5 nM
1.5 nM
1.4 nM
1.6 u /L
i-HEXANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
i-PENTANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
IRON
EPA 200.7
199 u /L
147 u /L
8,180 ug/L
1,560 ug/L
155 ug/L
691 ug/L
3,850 ug/L
300.0
LACTIC ACID & HIBA
AM23G
BQL
BQL
I BQL
BQL
BQL
BQL
BQL
METHANE
AM20GAX
BQL
6.0 u /L
540 u /L
BQL
0.5 u /L
450 u /L
340 u /L
NITRATE -NITROGEN
SM 4500 NO3 E
54.0 u /L
331 u /L
BQL
4,750 u /L
BQL
160 u /L
213 u /L
10,000.0
PENTANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PROPIONOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
PYRUVIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
SULFATE
SM 4500 SO4 E
BQL
BQL
17,800 u /L
10,400 u /L
BQL
BQL
11,900 u /L
250,000.0
SULFIDE
EPA 376.1
BQL
BQL
BQL
BQL
BQL
BQL
BQL
TOTAL ORGANIC CARBON
SM 5310C
BQL
1,620 ug/L
19,800 ug/L
2,010 ug/L
BQL
BQL
5,640 ug/L
Notes:
• ug/L - micrograms per Liter (ppb)
• nM - nano Moles
• BQL - Below Method Detection Limit
• * - Standard not established
• NS - Not sampled
Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• - Analyzed approximately 2 hours out of hold time
RuthCent_1019

TABLE 12
GROUNDWATER AND SURFACE WATER SAMPLING RESULTS
C & D PARAMETERS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
Parameter
Laboratory
Method
Sample Location
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
15A NCAC 2B
Standard for Class
B,C Surface Water
8103-MW-2
8103-MW-3
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5A
ALKALINITY
SM 2320B
43,600
301,000
NA
68,900
48,500
39,800
21,300
17,500
11,600
18,900
ALUMINUM
SW 846 6010C
99.1
684.0
1,720.0
246.0
616.0
686.00
320.0
47.8
720.0
416.0
3,500
CHLORIDE
SM 4500 Cl C
2,380.0
57,500.0
NA
4,750.0
10,400.0
10,900.0
6,180.0
5,220.0
4,750.0
3,800.0
250,000.0
230,000
IRON
EPA 200.7
199.00
2,330.0
4,000.0
2,980.0
671.0
772.0
550.0
227.0
122.0
608.0
300.0
1,000 01
MANGANESE
SW 846 6010
4.2
316.0
1,210.0
1,860.0
32.70
64.4
45.0
22.5
32.3
22.0
50.0
MERCURY
SW 846 7470
0.07
0.10
0.03
0.11
0.05
0.02
0.04
0.07
0.02
0.01
1.0
0.012
SULFATE
SM 4500 SO4 E
BQL
46,400
NA
BQL
62,100
33,100
BQL
BQL
BQL
BQL
250,000.0
TDS
SM 2540 C
62,000
575,000
NA
190,000
206,000
211,000
128,000
104,000
110,000
153,000
500,000.0
TETRAHYDROFURAN
SW 8468260B
BQL
BQL
BQL
BQL
3.4
BQL
BQL
BQL
BQL
BQL
Notes:
All results in parts per billion (ppb)
BQL - Below Method Detection Limit
* - Standard/Limit not established
NS - Not sampled
I'] - Action Level
Shaded cells denote concentrations that equal or exceed 2B Standards, 2L Standards, Groundwater Protection Standards, or Action Levels
NA - Not Analyzed
RuthCent_1019

TABLE 13
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
����
r r ••
r: r: ••
�����
r. r. ..
����
r r r: rrr
r• r rrr
�aaaa��a��aaaaaaaa
• I - denotes well was sampled for Appendix I constituents on this date
• II - denotes well was sampled for Appendix II constituents on this date
• II(t) - denotes well was sampled for Appendix II triggered constituents
(113-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
• MNA - denotes well was sampled for Monitored Natural Attenuation constituents
• C&D - denotes well was sampled for Construction and Demolition constituents
• I - Appendix I volatiles only
• 2 - Mercury and endrin aldehyde added to Appendix 11 triggered constituent list
• a - 4,4'-DDD and 4,4'-DDT added to Appendix II triggered constituent list
• ° - Aluminum added to C&D constituent list
RuthCent_1019

TABLE 13 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY. NORTH CAROLINA
Well
04/11/2001
09112-1312001
04/03/2002
06/27/2002
10/02/2002
04102-0312003
09/03/2003
04/06/2004
10/27/2004
04/05/2005
09/08/2005
04/04-05/2006
10/26-27/2006
5/22-23/2007
10/23-26/2007
05/06-08/2008
09/22-25/2008
8103-MW-2
I
I
I
I
I
I
I
I
I
I
I
1
I, MNA
I, MNA, C&D
I, MNA, C&D
8103-MW-3
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I, C&D
I, C&D
8103-MW-4
I'll
1, 11(t)
I'll
I, 11(t)
1,11
I, 11(t)
I'll
I, 11(t)
1,11
1, 11(t)
I'll
I, 11(t)
I'll
I, 11(t), MNA
I, 11, MNA
I, 11(t), MNA
8103-MW-6
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
I, 11(t)
I'll
I, 11(t), MNA
I, 11, MNA
I, 11(t), MNA
8103-MW-7
I'll
1, 11(t)
I'll
I, 11(t)
I'll
I, ll(t)
I'll
I, ll(t)
I'll
1, ll(t)
I'll
I, ll(t)
I'll
I, ll(t)
I'll
I, ll(t)
8103-MW-8
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
1,11
1, 11(t)
I'll
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
8103-MW-9
I'll
1, 11(t)
1,11
1,llt
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
1, 11(t)
I'll
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
8103-MW-10A
8103-MW-10B
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
8103-MW-10C
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
8103-MW-10D
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
8103-MW-11A
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1,IIt,MNA
1 I, 11(t), MNA
1,IIt,MNA
8103-MW-11B
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
1, 11(t)
8103-MW-12
I
I
I
I
I
I
I
I
I
I
I
1
1, C&D
I, C&D
8103-MW-13
1
1
1
1
1
1
1
1
1
1
1
1
1, C&D
1, C&D
8103-MW-14
1, C&D
1, C&D
8103-MW-15
1, C&D
1, C&D
• I - denotes well was sampled for Appendix I constituents on this date
• II - denotes well was sampled for Appendix II constituents on this date
• 11(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodiFluoromethane,
endrin, and gamma-BHC) on this date
• MNA - denotes well was sampled for Monitored Natural Attenuation constituents
• C&D - denotes well was sampled for Construction and Demolition constituents
• ' - Appendix I volatiles only
• 2 - Mercury and endrin aldehyde added to Appendix I I triggered constituent list
• 3 - 4,4'-DDD and 4,4'-DDT added to Appendix II triggered constituent list
- Aluminum added to C&D constituent list
RuthCent_1019

TABLE 13 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY. NORTH CAROLINA
Well
05/18-05/21, 2009
10/07-10/09, 2009
05/17-05/20, 2010
09/20-09/23, 2010
04/25-05/02, 2011
09/27-09/30, 2011
04/30-05/03, 2012
09/25-10/03, 2012
04/15-18/2013
09/23-09/28, 2013
04/28-05/01, 2014
09/29-10/04, 2014
04/27-05/02, 2015
09/28-10/07, 2015
04/26-05/05, 2016
8103-MW-2
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D°
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&DB
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
8103-MW-3
I, C&D
I, C&D
I, C&D
I, C&D4
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&DB
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-4
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t)5, MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
8103-MW-6
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t)5, MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
8103-MW-7
1,11
I, II t
I'll
I, II t
1,11
I, II(t)5, MNA
1,11
I, II(t)
1,11
I, II(t)
1,11
I, II(t)
1,11
I, II(t)
1,11
8103-MW-8
I, II, MNA
1 I, 11(t), MNA
I, 11(t), MNA
I, II, MNA
1 I, II(t)5, MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
1 I, II(t), MNA
I, II, MNA
8103-MW-9
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t)5, MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
I, II, MNA
8103-MW-10A
8103-MW-10B
I, II t
I, II t
I, II t
I, II t
I, II t
I, II(t)s
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
8103-MW-10C
I, II t
I, II t
I, II t
I, II t
I, II t
I, II(t)5
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
8103-MW-10D
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, II(t)5, MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MINA
I, II(t), MINA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
8103-MW-11A
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, II(t)5, MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MINA
I, II(t), MINA
I, II(t), MINA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
I, II(t), MNA
8103-MW-11B
I, II t
I, II t
I, II t
I, II t
I, II t
I, II(t)5
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
I, II(t)
8103-MW-12
I, C&D
I, C&D
I, C&D
I, C&D4
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-13
I, C&D
I, C&D
I, C&D
I, C&D4
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-14
I, C&D
I, C&D
I, C&D
I, C&D4
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
8103-MW-15
I, C&D
I, C&D
I, C&D
I, C&D4
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D
I, C&Ds
I, C&D
I, C&D
I, C&D
I, C&D
• I - denotes well was sampled for Appendix I constituents on this date
• II - denotes well was sampled for Appendix II constituents on this date
• II(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodiFluoromethane,
endrin, and gamma-BHC) on this date
• MNA - denotes well was sampled for Monitored Natural Attenuation constituents
• C&D - denotes well was sampled for Construction and Demolition constituents
• ' - Appendix I volatiles only
• 2 - Mercury and endrin aldehyde added to Appendix II triggered constituent list
• a - 4,4'-DDD and 4,4'-DDT added to Appendix II triggered constituent list
• 4 - Aluminum added to C&D constituent list
• s - 1,3-dichlorobenzene added to Appendix II triggered constituent list
• 6 - Tetrahydrofuran added to C&D constituent list
RuthCent_1019

TABLE 13 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
Well
09/19-09/22, 2016
05/03-05/09, 2017
10/02-10/05, 2017
05/10-05/17, 2018
10/01-10/08, 2018
05/07-05/15, 2019
10/02-10/11, 2019
8103-MW-2
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D'
I, ll, MNA, C&D
I, ll, MNA, C&D
8103-MW-3
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D'
I, ll, C&D
I, ll, C&D
8103-MW4
I, 11(t), MNA
I, ll, MNA
I, 11(t), MNA
I, ll, MNA
I, II(t), MNA'
I, ll, MNA
I, II(t), MNA'
8103-MW-6
I, 11(t), MNA
I, ll, MNA
I, 11(t), MNA
I, ll, MNA
I, II(t), MNA'
I, ll, MNA
I, II(t), MNA'
8103-MW-7
I, II t
1,11
I, II t
1,11
I, II(t)'
1,11
I, II(t)'
8103-MW-8
I, 11(t), MNA
I, ll, MNA
I, 11(t), MNA
I, ll, MNA
I, II(t), MNA'
I, ll, MNA
I, II(t), MNA'
8103-MW-9
I, 11(t), MNA
I, ll, MNA
I, 11(t), MNA
I, ll, MNA
I, II(t), MNA'
I, ll, MNA
I, II(t), MNA'
8103-MW-10A
8103-MW-10B
I, II t
I, II t
I, II t
I, II t
I, II(t)'
I, II(t)
I, II(t)'
8103-MW-10C
I, II t
I, II t
I, II t
I, II t
I, II(t)'
I, II(t)
I, II(t)'
8103-MW-10D
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MINA
I, II(t), MNA'
I, II(t), MNA
I, II(t), MNA'
8103-MW-11A
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, II(t), MNA'
I, II(t), MNA
I, II(t), MNA'
8103-MW-11B
I, II t
I, II t
I, II t
I, II t
I, II(t)'
I, II(t)
I, II(t)'
8103-MW-12
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D'
I, II, C&D
I, II, C&D
8103-MW-13
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D'
I, II, C&D
I, II, C&D
8103-MW-14
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D'
I, II, C&D
I, II, C&D
8103-MW-15
I, C&D
I, C&D
I, C&D
I, C&D
I, C&D'
I, II, C&D
1 I, II, C&D
I - denotes well was sampled for Appendix I constituents on this date
II - denotes well was sampled for Appendix II constituents on this date
II(t) - denotes well was sampled for Appendix II triggered constituents
(1,3-dichloropropane, alpha-BHC, beta-BHC, delta-BHC, dichlorodifluoromethane,
endrin, and gamma-BHC) on this date
MNA - denotes well was sampled for Monitored Natural Attenuation constituents
C&D - denotes well was sampled for Construction and Demolition constituents
' -Appendix I volaliles only
3 - Mercury and endrin aldehyde added to Appendix II triggered constituent list
a - 4,4'-DDD and 4,4'-DDT added to Appendix II triggered constituent list
"-Aluminum added to C&D constituent list
5 - 1,3-dichlorobenzene added to Appendix II triggered constituent list
6 - Tetrahydrofuran added to C&D constituent list
' - 1,4-Dioxane added to all sample locations
RuthCent_1019

TABLE 14
GROUNDWATER FLOW RATES
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
Hydraulic
Conductivity
Effective
Velocity
Velocity
Well No.
(cm/sec)
Gradient
Porosity
(cm/sec)
(ft/yr)
8103-MW-2
1.3 x 10-5
0.108
0.20
7.03 x 10-6
7.27
8103-MW-4
3.7 x 10-6
0.035
0.20
6.53 x 10-7
0.68
8103-MW-6
2.4 x 10-5
0.117
0.20
1.40 x 10-5
14.53
8103-MW-7
2.9 x 10-6
0.128
0.20'
1.86 x 10-6
1.92
8103-MW-8
1.6 x 10-4
0.026
0.20
2.10 x 10-5
21.74
8103-MW-9
2.1 x 10
0.033
0.20
3.47 x 10-
3.59
The above results were obtained by using the relation:
V = Ki
n
Where K = hydraulic conductivity
i = gradient
n = effective porosity
V = velocity
Porosity value may not reflect true nature of fractured bedrock.
8103-MW-7 is screened in rock.
RuthCent_1019

TABLE15
SURFACE WATER SAMPLING RESULTS
APPENDIX I INORGANIC CONSTITUENTS BY SW-846 METHOD 6010
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
Parameter
Sample Location
15A NCAC 213
Standard for Class
B,C Surface Water
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5A
ANTIMONY
BQL
BQL
BQL
BQL
ARSENIC
BQL
BQL
BQL
BQL
50.0
BARIUM
47.70
32.10
46.80
43.20
BERYLLIUM
BQL
BQL
BQL
BQL
6.5
CADMIUM
0.25
BQL
BQL
BQL
2.0
CHROMIUM
2.00
1.40
3.40
2.40
50.0
COBALT
BQL
BQL
0.90
BQL
COPPER
BQL
2.30
3.50
BQL
7.0111
LEAD
BQL
BQL
BQL
BQL
25.0
NICKEL
BQL
BQL
0.80
BQL
88.0
SELENIUM
BQL
BQL
BQL
BQL
5.0
SILVER
BQL
4.50
BQL
BQL
0.06111
THALLIUM
BQL
BQL
BQL
BQL
VANADIUM
2.70
0.80
4.30
3.20
ZINC
1 17.40
1 15.50
1 11.10
1 7.70
1 50.0
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• * - Standard not established
• Shaded cells denote concentrations that equal or exceed 2B Standards or Action Levels
• [1] - Action Level
• NS - Not sampled. Dry location.
RuthCent_1019

TABLE16
SURFACE WATER SAMPLING RESULTS
APPENDIX I VOLATILE ORGANIC CONSTITUENTS BY SW-846 METHOD 8260
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
Parameters
Sample Location
15A NCAC 2B/EPA
Standards for Class
B,C Surface Water
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
1,1,1,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
1,1,1-TRICHLOROETHANE
BQL
BQL
BQL
BQL
2,500.0
1,1,2,2-TETRACHLOROETHANE
BQL
BQL
BQL
BQL
1,1,2-TRICHLOROETHANE
BQL
BQL
BQL
BQL
1,1-DICHLOROETHANE
BQL
BQL
BQL
BQL
20,000.0
1,1-DICHLOROETHENE
BQL
BQL
BQL
BQL
5,400.0
1,2,3-TRICHLOROPROPANE
BQL
BQL
BQL
BQL
1,2-DIBROMO-3-CHLOROPROPANE
BQL
BQL
BQL
BQL
1,2-DIBROMOETHANE
BQL
BQL
BQL
BQL
1,2-DICHLOROBENZENE
BQL
BQL
BQL
BQL
470.0
1,2-DICHLOROETHANE
BQL
BQL
BQL
BQL
1,2-DICHLOROPROPANE
BQL
BQL
BQL
BQL
1,4-DICHLOROBENZENE
BQL
BQL
BQL
BQL
100.0
1,4-DIOXANE
BQL
BQL
BQL
BQL
2-BUTANONE
BQL
BQL
BQL
BQL
160,000.0
2-HEXANONE
BQL
BQL
BQL
BQL
4-METHYL-2-PENTANONE
BQL
BQL
BQL
BQL
26,000.0
ACETONE
BQL
BQL
BQL
BQL
2,000.0
ACRYLONITRILE
BQL
BQL
BQL
BQL
BENZENE
BQL
BQL
BQL
BQL
BROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BROMODICHLOROMETHANE
BQL
BQL
BQL
BQL
BROMOFORM
BQL
BQL
BQL
BQL
BROMOMETHANE
BQL
BQL
BQL
BQL
CARBON DISULFIDE
BQL
BQL
BQL
BQL
CARBON TETRACHLORIDE
BQL
BQL
BQL
BQL
CHLOROBENZENE
BQL
BQL
BQL
BQL
140.0
CHLOROETHANE
BQL
BQL
BQL
BQL
CHLOROFORM
BQL
BQL
BQL
BQL
CHLOROMETHANE
BQL
BQL
BQL
BQL
CIS-1,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
CIS-1,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
12.0
DIBROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
DIBROMOMETHANE
BQL
BQL
BQL
BQL
ETHYLBENZENE
BQL
BQL
BQL
BQL
97.0
IODOMETHANE
BQL
BQL
BQL
BQL
METHYLENE CHLORIDE
BQL
BQL
BQL
BQL
STYRENE
BQL
BQL
BQL
BQL
TETRACHLOROETHENE
BQL
BQL
BQL
BQL
TOLUENE
BQL
BQL
BQL
BQL
11.0
TOTAL XYLENES
BQL
BQL
BQL
BQL
670.0
TRANS-1,2-DI CHLOROETHENE
BQL
BQL
BQL
BQL
TRANS-1,3-DI CHLOROPROPENE
BQL
BQL
BQL
BQL
12.0
TRANS- 1,4-DICHLORO-2-BUTENE
BQL
BQL
BQL
BQL
TRICHLOROETHENE
BQL
BQL
BQL
BQL
TRICHLOROFLUOROMETHANE
BQL
BQL
BQL
BQL
VINYL ACETATE
BQL
BQL
BQL
BQL
VINYL CHLORIDE
BQL
BQL
BQL
BQL
Notes:
• All results in parts per billion (ppb)
• BQL - Below Method Detection Limit
• * - Standard not established
• ` Shaded cells denote concentrations that equal or exceed 2B Standards
RuthCent_1019

TABLE 17
NOTIFICATION TABLE
CONSTITUENTS DETECTED AT OR ABOVE GROUNDWATER STANDARDS
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
Parameters
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MW4
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
8103-MW-10C
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GAGroundwater
Standard
CHROMIUM
16.4
49.2
78.1
10.0
'
COBALT
1.9
21.5
1.4
1.2
1.5
-29.6
243
13.0
39.0
3.5
7.1
'
1.0
IRON
= 2,330.0
=8,180.0 =
11560,0 -
= 691,.0 _
3,850.0-
4,000.0
2,980.0,
671.0
• 7720
300.0
'
LEAD
26.8
15.0
'
MANGANESE
316.0
1,210.0
1,860.0
64A
50.0
'
TDS
° 575,,000:0
500,000.0
'
THALLIUM
31.2
4.86
16.9
7.3
0.28
VANADIUM
1.5
5.3
2A
2.6
4.8
6.0
1.0
29.0
88.3
1A
158.0
14.6
1.6
3.1
2.0
'
0.3
1,2-DICHLOROPROPANE
14:5
0.6
'
1,4-DICHLOROBENZENE
6.3
6.0
'
1,4-DIOXANE
6.1
10.1
3.0
'
BENZENE
1.1
1.8
1.0
'
NAPHTHALENE
9.7 :.
6.0
'
TETRACHLOROETHENE
1.2
0.7
'
VINYLCHLORIDE
I
I
1 1.8
1
1
0.2
1 0.03
'
Notes:
• All results in parts per billion (ppb)
• ' - Standard not established
• Shaded cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
RuthCeM_1019

TABLE18
NOTIFICATION TABLE
CONSTITUENTS DETECTED AT OR ABOVE SURFACE WATER STANDARDS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 2-11, 2019
Parameter
Sample Location
15A NCAC 213
Standard for Class
B,C Surface Water
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
MERCURY
0.04
0.07
0.02
0.012
SILVER
1
4.50
0.06
Notes:
• All results in parts per billion (ppb)
• * - Standard not established
Shaded cells denote concentrations that equal or exceed 2B Standards or Action Levels
• [11 - Action Level
• NS - Not sampled. Dry location
RuthCent_1019

RUTHERFORD COUNTY CENTRAL LANDFILL
WATER QUALITY MEASUREMENT FORM
Well I.D. 8103-MW-2 Depth to Top/Bottom of Screen (ft) 50.08/60.08
Date October 11, 2019 Depth to Pump Intake (ft) 56.00
Time
Depth to Water
Purge Rate
ml/min
Volume Purged
liters/gallons
Temperature
°C
Specific Cond.
us/cm
pH
ORP
mV
DO
mg/I
Turbidity
NTU
Comments
0922
38.35
473.2
16.29
108.0
5.87
266.0
10.99
182.0
0932
39.65
473.2
4.732/1.25
16.05
88.0
7.84
178.0
10.79
110.0
0942
40.05
473.2
9.464/2.5
15.95
88.0
7.97
174.0
10.98
54.3
0952
40.30
473.2
14.195/3.75
15.96
88.0
7.93
174.0
10.97
32.7
1002
40.56
473.2
18.927/5.00
-
-
-
-
-
-
1012
40.67
473.2
23.659/6.25
15.93
87.0
7.93
170.0
10.72
13.1
1022
40.73
473.2
28.391 /7.50
15.95
86.0
7.94
170.0
10.73
10.7
1032
40.75
473.2
33.122/8.75
15.95
86.0
7.95
169.0
10.60
8.9
1100
-
473.2
46.371/12.25
-
-
-
-
-
water samples collected @ 1100
1125
300
1145
-
6.000/1.59
hydrogen sample collected @ 1145
Note: All depths measured from top of casing

RUTHERFORD COUNTY CENTRAL LANDFILL
WATER QUALITY MEASUREMENT FORM
Well I.D. 8103-MW-4 Depth to Top/Bottom of Screen (ft) 41.31/51.31
Date October 8, 2019 Depth to Pump Intake (ft) 46.00
Time
Depth to Water
Purge Rate
ml/min
Volume Purged
liters/gallons
Temperature
°C
Specific Cond.
us/cm
pH
ORP
mV
DO
mg/I
Turbidity
NTU
Comments
1357
34.60
794.9
16.05
454.0
6.56
143.0
7.46
31.1
1407
36.34
794.9
7.949/2.10
15.29
462.0
6.52
168.0
0.11
10.0
1417
36.41
794.9
15.899/4.20
15.27
472.0
6.50
169.0
0.00
5.1
1427
36.28
794.9
23.848/6.30
15.25
473.0
6.51
169.0
0.00
3.1
1437
36.28
794.9
31.797/8.40
15.22
473.0
6.50
171.0
0.00
3.3
1440
-
794.9
34.182/9.03
-
-
-
-
-
-
water samples collected @ 1440
1505
300
1525
-
6.000/1.59
hydrogen sample collected @ 1525
Note: All depths measured from top of casing
* - Pump lines restricted water level probe access

RUTHERFORD COUNTY CENTRAL LANDFILL
WATER QUALITY MEASUREMENT FORM
Well I.D. 8103-MW-6 Depth to Top/Bottom of Screen (ft) 23.97/38.97
Date October 9, 2019 Depth to Pump Intake (ft) 36.00
Time
Depth to Water
Purge Rate
ml/min
Volume Purged
liters/gallons
Temperature
°C
Specific Cond.
us/cm
pH
ORP
mV
DO
mg/I
Turbidity
NTU
Comments
1019
30.12
618.3
18.66
1560.0
6.30
-84.0
7.75
25.0
1029
30.35
618.3
6.183/1.63
17.90
1510.0
6.42
-96.0
3.97
14.9
1039
30.45
618.3
12.366/3.27
17.95
1550.0
6.45
-89.0
7.02
7.5
1049
30.55
618.3
18.549/4.90
18.12
1570.0
6.47
-85.0
5.55
9.8
1100
-
618.3
25.350/6.70
-
-
-
-
-
-
water samples collected @ 1100
1125
300
1145
-
6.000/1.59
hydrogen sample collected @ 1145
Note: All depths measured from top of casing

RUTHERFORD COUNTY CENTRAL LANDFILL
WATER QUALITY MEASUREMENT FORM
Well I.D. 8103-MW-8 Depth to Top/Bottom of Screen (ft) 31.95/46.95
Date October 9, 2019 Depth to Pump Intake (ft) 46.00
Time
Depth to Water
Purge Rate
ml/min
Volume Purged
liters/gallons
Temperature
°C
Specific Cond.
us/cm
pH
ORP
mV
DO
mg/I
Turbidity
NTU
Comments
1317
40.78
525.8
16.90
258.0
5.90
183.0
9.78
304.0
1327
41.22
525.8
5.258/1.39
15.95
235.0
5.41
242.0
7.21
69.7
1337
41.39
525.8
10.515/2.78
16.10
236.0
5.17
266.0
6.86
16.8
1347
41.43
525.8
15.773/4.17
15.90
236.0
5.15
275.0
8.18
10.8
1357
41.42
525.8
21.030/5.56
15.81
239.0
5.16
277.0
8.25
7.4
water samples collected @ 1357
1425
-
300
-
-
-
-
-
-
1445
-
6.000/1.59
hydrogen sample collected @ 1445
Note: All depths measured from top of casing

RUTHERFORD COUNTY CENTRAL LANDFILL
WATER QUALITY MEASUREMENT FORM
Well I.D. 8103-MW-9 Depth to Top/Bottom of Screen (ft) 24.78/39.78
Date October 10, 2019 Depth to Pump Intake (ft) 38.50
Time
Depth to Water
Purge Rate
ml/min
Volume Purged
liters/gallons
Temperature
°C
Specific Cond.
us/cm
pH
ORP
mV
DO
mg/I
Turbidity
NTU
Comments
1015
31.35
542.6
16.85
54.0
5.43
179.0
14.66
64.4
1025
32.89
542.6
5.426/1.43
15.07
32.0
5.40
216.0
10.63
11.6
1035
34.02
542.6
10.852/2.87
14.92
35.0
5.47
253.0
9.99
4.2
1045
34.71
542.6
16.277/4.30
14.87
37.0
5.57
265.0
9.48
2.6
1055
35.15
542.6
21.703/5.73
14.86
37.0
5.56
271.0
9.19
3.0
1100
-
542.6
24.416/6.45
-
-
-
-
-
-
water samples collected @ 1100
1125
300
1145
-
6.000/1.59
hydrogen sample collected @ 1145
Note: All depths measured from top of casing

RUTHERFORD COUNTY CENTRAL LANDFILL
WATER QUALITY MEASUREMENT FORM
Well I.D. 8103-MW-10D Depth to Top/Bottom of Screen (ft) 58.50/68.50
Date October 10, 2019 Depth to Pump Intake (ft) 60.00
Time
Depth to Water
Purge Rate
ml/min
Volume Purged
liters/gallons
Temperature
°C
Specific Cond.
us/cm
pH
ORP
mV
DO
mg/I
Turbidity
NTU
Comments
1255
9.78
946.4
15.83
347.0
6.48
239.0
12.42
5.5
1305
11.37
946.4
9.464/2.50
15.03
354.0
6.40
67.0
7.94
1.2
1315
11.48
946.4
18.927/5.00
15.00
315.0
6.18
70.0
5.63
0.9
1325
11.50
946.4
28.391 /7.50
15.03
308.0
6.18
70.0
4.01
1.0
1335
11.42
946.4
37.854/10.00
15.12
304.0
6.14
72.0
2.73
0.9
1345
11.43
946.4
47.318/12.50
15.06
302.0
6.14
73.0
1.38
0.8
1355
11.34
946.4
56.781/15.00
15.15
300.0
6.14
75.0
0.72
0.9
1405
11.42
946.4
66.245/17.50
15.05
299.0
6.14
76.0
0.26
0.8
1415
11.64
946.4
75.708/20.00
14.99
297.0
6.1
80.0
0.00
0.8
1420
-
946.4
80.440/21.25
-
-
-
-
-
-
water samples collected @ 1420
1445
300
1505
-
6.000/1.59
hydrogen sample collected @ 1505
Note: All depths measured from top of casing

RUTHERFORD COUNTY CENTRAL LANDFILL
WATER QUALITY MEASUREMENT FORM
Well I.D. 8103-MW-11A Depth to Top/Bottom of Screen (ft) 36.79/46.79
Date October 8, 2019 Depth to Pump Intake (ft) 40.00
Time
Depth to Water
Purge Rate
ml/min
Volume Purged
liters/gallons
Temperature
°C
Specific Cond.
us/cm
pH
ORP
mV
DO
mg/I
Turbidity
NTU
Comments
1124
8.73
1476.3
15.80
995.0
6.45
-101.0
5.34
81.2
1134
13.33
1476.3
14.763/3.90
15.15
818.0
6.10
-72.0
0.00
25.5
1144
13.53
1476.3
29.526/7.80
15.06
808.0
6.22
-73.0
0.00
22.7
1154
13.50
1476.3
44.289/11.70
15.03
799.0
6.19
-70.0
0.00
8.3
1204
13.44
1476.3
59.052/15.60
15.00
812.0
6.19
-69.0
0.00
6.0
1214
13.33
1476.3
73.815/19.50
14.98
808.0
6.22
-69.0
0.00
7.6
1215
-
1476.3
75.292/19.89
-
-
-
-
-
-
water samples collected @ 1215
1240
300
1300
-
6.000/1.59
hydrogen sample collected @ 1300
Note: All depths measured from top of casing

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-2
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
V well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1)
Temperature
2)
Specific Conductance
3)
pH
4)
ORP
5)
DO
6)
Turbidity
7)
Physical Appearance and Odor
Purge Date
October 11, 2019
Purge Time
0922 to 1100
Sample Date
October 11, 2019
Sample Time
1100
Sampled by
E. W. Scarlett
Weather
Sunny, 56°F
3 8.3 5 ft.
60.08 ft.
21.73 ft.
Pneumatic Pump
Pneumatic Pump
3.54 gal.
12.3 gal.
YES _ NO X
15.95°C
86.0 µmhos/cm
7.95
169 mV
10.60 mg/1
8.9 NTU
Cloudy, tan, no odor
Note: Hydrogen sampled @ 1145

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-3
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Purge Date
October 7, 2019
Purge Time
1400 to 1430
Sample Date
October 7, 2019
Sample Time
1435
Sampled by
E. W. Scarlett
Weather
Partly cloudy, 77°F
33.23 ft.
47.66 ft.
14.43 ft.
Pneumatic Pump
Pneumatic Pump
2.35 gal.
10.0+ gal.
YES NO X
16.80 C
885 µmhos/cm
7.35
Reddish tan, no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-4
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1)
Temperature
2)
Specific Conductance
3)
pH
4)
ORP
5)
DO
6)
Turbidity
7)
Physical Appearance and Odor
Purge Date
October 8, 2019
Purge Time
1357 to 1437
Sample Date
October 8, 2019
Sample Time
1440
Sampled by
E. W. Scarlett
Weather
Cloudy, 68°F
34.60 ft.
5 1.3 1 ft.
16.71 ft.
Pneumatic Pump
Pneumatic Pump
2.72 gal.
9.0 gal.
YES NO X
15.22°C
473 µmhos/cm
6.50
171 mV
0.00 mg/l
3.3 NTU
Gray, cloudy, septic odor
Note: Hydrogen sampled @ 1525

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-6
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1)
Temperature
2)
Specific Conductance
3)
pH
4)
ORP
5)
DO
6)
Turbidity
7)
Physical Appearance and Odor
Purge Date
October 9, 2019
Purge Time
1019 to 1100
Sample Date
October 9, 2019
Sample Time
1100
Sampled by
E. W. Scarlett
Weather
Cloudy, 58°F
30.12 ft.
38.97 ft.
8.85 ft.
Pneumatic Pump
Pneumatic Pump
1.44 gal.
6.7 gal.
YES NO X
18.12°C
1570 umhos/cm
6.47
-85 mV
5.55 mg/1
9.8 NTU
Slightly, cloudy, gray, fetid odor
Note: Hydrogen sampled @ 1145

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-7
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Purge Date
October 7, 2019
Purge Time
1150 to 1205
Sample Date
October 7, 2019
Sample Time
1245
Sampled by
E. W. Scarlett
Weather
Mostly cloudy, 73°F
35.90 ft.
56.19 ft.
20.29 ft.
Teflon Bailer
Teflon Bailer
3.31 gal.
6.0 gal.
YES X NO
16.3°C
854 µmhos/cm
7.50
Slightly cloudy, no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-8
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1)
Temperature
2)
Specific Conductance
3)
pH
4)
ORP
5)
DO
6)
Turbidity
7)
Physical Appearance and Odor
Purge Date
October 9, 2019
Purge Time
1317 to 1357
Sample Date
October 9, 2019
Sample Time
1357
Sampled by
E. W. Scarlett
Weather
Cloudy, 68°F
40.78 ft.
46.95 ft.
6.17 ft.
Pneumatic Pump
Pneumatic Pump
1.01 gal.
5.6 gal.
YES NO X
15.81°C
239 µmhos/cm
5.16
277 mV
8.25 mg/1
7.4 NTU
Tan, slightly silty, no odor
Note: Hydrogen sampled @ 1445

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-9
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1)
Temperature
2)
Specific Conductance
3)
pH
4)
ORP
5)
DO
6)
Turbidity
7)
Physical Appearance and Odor
Purge Date
October 10, 2019
Purge Time
1015 to 1055
Sample Date
October 10, 2019
Sample Time
1100
Sampled by
E. W. Scarlett
Weather
Partly cloudy, 63°F
3 1.3 5 ft.
3 9.7 8 ft.
8.43 ft.
Pneumatic Pump
Pneumatic Pump
1.37 gal.
6.5 gal.
YES NO X
14.86°C
37.0 umhos/cm
5.56
271 mV
9.19 mg/l
3.0 NTU
Clear, no odor
Note: Hydrogen sampled @ 1145

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central Purge Date October 10, 2019
Source/Well 8103-MW-10A Purge Time NA to NA
Locked: Yes X No _ Sample Date NA
PVC X Steel _ Stainless Steel _ Sample Time Not Sampled
Measuring point description: Sampled by NA
Top of PVC Casing_ Weather Cloudy, 66°F
Water Level and Well Data
1) Depth to water from measuring point 5.44 ft.
2) Depth to well bottom from measuring point 103.50 ft.
3) Height of water column (h) 98.06 ft.
Well PurLFinLF and SamDle Collection
1) Purge Method NA
2) Sample Method NA
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h) NA gal.
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling NA gal.
5) Was well purged DRY? YES _ NO
Field Analvsis
1) Temperature NA
2) Specific Conductance NA
3) pH NA
4) Physical Appearance and Odor NA

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-10B
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Purge Date
October 10, 2019
Purge Time
1440 to 1455
Sample Date
October 10, 2019
Sample Time
1500
Sampled by
E. W. Scarlett
Weather
Cloudy, 66°F
9.00 ft.
38.65 ft.
29.65 ft.
Teflon Bailer
Teflon Bailer
4.83 gal.
6.7 gal.
YES X NO
15.6°C
158.5 µmhos/cm
5.83
Slightly cloudy, tan, no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-10C
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Purge Date
October 10, 2019
Purge Time
1320 to 1337
Sample Date
October 10, 2019
Sample Time
1350
Sampled by
E. W. Scarlett
Weather
Cloudy, 66°F
8.78 f t.
17.69 ft.
8.91 ft.
Teflon Bailer
Teflon Bailer
1.45 gal.
4.4 gal.
YES NO X
16.4° C
99.0 µmhos/cm
6.15
Cloudy, reddish -tan, no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-10D
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1)
Temperature
2)
Specific Conductance
3)
pH
4)
ORP
5)
DO
6)
Turbidity
7)
Physical Appearance and Odor
Purge Date
October 10, 2019
Purge Time
1255 to 1415
Sample Date
October 10, 2019
Sample Time
1420
Sampled by
E. W. Scarlett
Weather
Cloudy, 66°F
9.78 ft.
6 8.5 0 ft.
58.72 ft.
Pneumatic Pump
Pneumatic Pump
9.57 gal.
21.3 gal.
YES NO X
14.99°C
297 umhos/cm
6.10
80 mV
0.00 mg/l
0.8 NTU
Clear, no odor
Note: Hydrogen sampled @ 1505

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-11A
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1)
Temperature
2)
Specific Conductance
3)
pH
4)
ORP
5)
DO
6)
Turbidity
7)
Physical Appearance and Odor
Purge Date
October 8, 2019
Purge Time
1124 to 1214
Sample Date
October 8, 2019
Sample Time
1215
Sampled by
E. W. Scarlett
Weather
Cloudy, 68°F
8.73 ft.
46.79 ft.
38.06 ft.
Pneumatic Pump
Pneumatic Pump
6.20 gal.
19.9 gal.
YES NO X
14.98°C
808 umhos/cm
6.22
-69 mV
0.00 mg/1
7.6 NTU
Gray, cloudy, no odor
Note: Hydrogen sampled @ 1300

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-11B
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Purge Date
October 8, 2019
Purge Time
1150 to 1209
Sample Date
October 8, 2019
Sample Time
1225
Sampled by
E. W. Scarlett
Weather
Cloudy, 68°F
9.97 ft.
21.40 ft.
11.43 ft.
Teflon Bailer
Teflon Bailer
1.86 gal.
5.6 gal.
YES NO X
16.9° C
276.0 µmhos/cm
5.80
Tan, silty, no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-12
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Purge Date
October 2, 2019
Purge Time
1335 to 1340
Sample Date
October 3, 2019
Sample Time
1100
Sampled by
E. W. Scarlett
Weather
Sunny, 92°F
40.08 ft.
52.35 ft.
12.29 ft.
Teflon Bailer
Teflon Bailer
2.00 gal.
2.5 gal.
YES X NO
17.3°C
528 µmhos/cm
6.43
Tan -gray, silty, no odor
Note: VOCs, Metals, 1,4-Dioxane only. Less than one liter recharge in 21+ hours.

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-13
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well PurLFinLF and Sample Collection
Purge Date
October 2, 2019
Purge Time
1045 to 1120
Sample Date
October 2, 2019
Sample Time
1130
Sampled by
E. W. Scarlett
Weather
Partly cloudy, 80°F
75.06 ft.
90.10 ft.
15.04 ft.
1)
Purge Method
Teflon Bailer
2)
Sample Method
Teflon Bailer
3)
Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
2.45 gal.
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4)
Volume of water removed prior to sampling
7.4 gal.
5)
Was well purged DRY?
YES _ NO X
Field Analvsis
1) Temperature 17.20C
2) Specific Conductance 189.8 µmhos/cm
3) pH 5.86
4) Physical Appearance and Odor Gray, silty, no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-14
Locked: Yes No X
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Purge Date
October 3, 2019
Purge Time
1200 to 1220
Sample Date
October 3, 2019
Sample Time
1330
Sampled by
E. W. Scarlett
Weather
Sunny, 88°F
21.63 ft.
34.80 ft.
13.17 ft.
Teflon Bailer
Teflon Bailer
2.15 gal.
6.5 gal.
YES NO X
16.9° C
201.0 µmhos/cm
5.58
Tan, muddy, no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-15
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Note: Duplicate sample at 1450
Purge Date
October 3, 2019
Purge Time
1245 to 1255
Sample Date
October 3, 2019
Sample Time
1415
Sampled by
E. W. Scarlett
Weather
Sunny, 90°F
3 3.3 8 ft.
39.96 ft.
6.58 ft.
Teflon Bailer
Teflon Bailer
1.07 gal.
3.3 gal.
YES NO X
15.3°C
204.0 µmhos/cm
5.68
Tan, very cloudy, no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-MW-16
Locked: Yes X No
PVC X Steel Stainless Steel
Measuring point description:
Top of PVC Casing_
Water Level and Well Data
1) Depth to water from measuring point
2) Depth to well bottom from measuring point
3) Height of water column (h)
Well Purging and Sample Collection
1) Purge Method
2) Sample Method
3) Volume of water in well
1" well .... (v = 0.041 x h)
X 2" well .... (v = 0.163 x h)
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4) Volume of water removed prior to sampling
5) Was well purged DRY?
Field Analysis
l) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Purge Date
October 7, 2019
Purge Time
1050 to 1110
Sample Date
October 8, 2019
Sample Time
0845
Sampled by
E. W. Scarlett
Weather
Cloudy, 71°F
Note: Very slow/no recharge. Too muddy for reliable analysis
35.57 ft.
46.00 ft.
10.43 ft.
Teflon Bailer
Teflon Bailer
1.70 gal.
4.5 gal.
YES X NO
15.2°C
316.0 µmhos/cm
8.66
Chocolate brown, very muddy,
no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
SURFACE WATER SAMPLING FIELD DATA
unnycation Rutherford County Central Sample Date October 2, 2019
Source/Well 8103-SW-2 Time 1420
Sampled by E. W. Scarlett Weather Sunny, 92°F
Field Analvsis
1) Temperature 20.60C
2) Specific Conductance 91.4 µmhos/cm
3) pH 7.34
4) Physical Appearance and Odor Clear, no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
Location
Source/Well
Sampled by
Field Anal
SURFACE WATER SAMPLING FIELD DATA
Rutherford County Central
8103-SW-3
U [i7 C---1-"
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Sample Date October 2, 2019
Time 1620
Weather Sunny, 94°F
22.40 C
61.0 µmhos/cm
7.11
Clear, no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
Location
Source/Well
Sampled by
Field Anal
SURFACE WATER SAMPLING FIELD DATA
Rutherford County Central
8103-SW-4
U [i7 C---1-"
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Sample Date October 2, 2019
Time 1530
Weather Sunny, 93°F
20.5°C
53.1 µmhos/cm
6.93
Clear, no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
Location
Source/Well
Sampled by
Field Anal
SURFACE WATER SAMPLING FIELD DATA
Rutherford County Central
8103-SW-5A
U 117 C'---I-++
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Sample Date October 2, 2019
Time 1445
Weather Sunny, 92°F
20.4° C
73.6 µmhos/cm
7.18
Clear, no odor

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RESEARCH & ANALyTICAt
LAbORATORIES, INC.
AncWftot/Process Consuttattons
Quality Control Swnmary Results for Project Identified as Rutherford Central (A Scarlea Geophysical Project, 02-11 October 2019)
Inorganics
ppendiz I
Aram r
Prep.
Blank
ICY
Recovery
%
CCV
Recovery .
%
LCS
Recovery
%
Spike
Recovery
°i6
% 1llfference
Aluminum
BDL
96
98
94
95
4
97
101
Antimony
BDL
98
101
103
101
5
99
100
102
Arsenic
BDL
96
100
99
98
5
98
98
102
Barium
BDL
100
100
105
100
3
98
103
Beryllium
BDL
93
102
94
92
5
98
102
Cadmium
BDL
98
101
101
98
5
100
100
103
Chromium
BDL
97
100
100
96
4
98
101
Cobalt
BDL
102
102
103
101
5
100
100
103
Copper
BDL
98
101
102
101
4
99
102
Lead
BDL
104
103
106
101
5
101
101
104
Nickel
BDL
102
102
103
100
5
1 QO
103
Selenium
BDL
94
100
97
95
6
99
98
102
Silver
BDL
94
99
97
85
5
98
101
Thallium
BDL
106
103
110
106
4
101
101
106
Vanandium
BDL
96
100
97
94
4
98
101
inc
BDL
100
102
104
98
6
0
99
103
Mercury
BDL
110
100
96
107
2
10
102
Iron
BDL
93
98
102
103
<1
98
101
Manganese
BDL
99
102
102
101
<1
100
100
104
Tin
BDL
104
104
105
102
5
102
102
105
Corresponding Samples: 72977-01, 72978-01-04, 72979-01, 72980-01, 73029-01, 73242-01, 73243-01-02, 73305-01, 03, 05, 73399-01, 03, 73422-01,
73423-01, 73424-01-03
ICV = Initial Calibration Verification % = Percent LCS = Laboratory Control Sample
CCV - Continuing Calibration Verification 0 Post Spike N/A = Not Available

RESEARCh & ANAtyTICAt
I..AboRATORIES. INC.
Analytical/Process consultations
a� NC�R1t
lQuality ontro unintary Resultsfor Project Ideniffled as Rutherford Centralcar eft i Project, 02-11 October
Inorganics
Appendix 1
Parameter
Prep.
Blank:
(ta/I.1
1CV
Recovery
%
CCV
Recovery
%
LCS
Recovery
%
Spike
Recovery
°o
% Difference
COD
BDL
93
99
96
96
2
97
OD
BDL
99
N/A
91
N/A
5
Sulfide
BDL
99
98
102
99
<1
99
Alkalinity
BDL
94
N/A
104
93
<1
Chloride
BDL
104
99
N/A
97
2
991
101
itate-Nitrogen
BDL
100
102
102
98
<1
99
Sulfate
BDL
99
102
100
98
1
98
OC
BDL
99
93
97
97
<1
95
DS
BDL
98
N/A
100
N/A
<1
CO2
N/A
N/A
N/A
N/A
N/A
1
Cyanide
BDL
101
108
108
94
3
1108
08
Corresponding Samples: 72977-01, 72978-01-04, 72979-01, 72980-01, 73242-01, 73243-01, 73305-01,03, 73399-01, 73399-03, 73422-01, 73423-01, 73424-03
/o = Percent
CV = Initial Calibration Verification * Post SDike
CV = Continuing Calibration Verification
CS = Laboratory Control Sample
/A = Not Available

0A10C Summary
METHOD: 8260/6200B(5/10/20/50/500/1000 PPB QC �
I FILE NAME: WQC1015
CLIENT: SCARLETT GEOPHYSICAL (PROJECT: RUTHERFORD CENTRAL: # 1.001)
Sample ID:
73305 - 01)03, 05
INSTUMENT: MS-2
Page 1 of 2
Extraction Method
N/A
Date Extracted
N/A
Weight Extracted
25ML
Final Extract Volume
25ML
Date Analyzed
10/15/19
% Surrogate Recovery
100
98
100
Acceptance Range
(70-130)
(70-130)
(70-130)
LCS
Acceptance
Range
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
%Rec.
%Rec.
RPD
% REC
ug/L
Blank
Recovery
DICHLORODIFLUOROMETHANE
0.12
ND
102
70-130
CHLOROMETHANE
0.07
ND
99
70-130
VINYL CHLORIDE
0.11
ND
102
70-130
BROMOMETHANE
0.18
ND
108
70-130
CHLOROETHANE
0.11
ND
118
70-130
TRICHLOROFLUOROMETHANE
0.09
ND
117
70-130
ACETONE
1.18
ND
92
70-130
ACRYLONITRILE
12.38
ND
112
70-130
2-13UTANONE
0.88
ND
103
70-130
1,I-DICI-ILOROETHENE
0.09
ND
109
70-130
96
90
6
14
70-130
METHYL IODIDE
0.19
ND
90
70-130
CARBON DISULFIDE
0.45
ND
91
70-130
METHYLENE CHLORIDE
0.57
ND
100
70-130
TRANS-I,2-DICHLOROETHENE
0.10
ND
107
70-130
1. 1 -DICHLOROETHANE
0.17
ND
101
70-130
ISOPROPYL ETHER(1PE)
0.12
ND
95
70-130
mi, niYL-TERT-BUTYL ETHER(MTBE)
0.16
ND
97
70-130
VINYL ACETATE
0.24
ND
97
70-130
CIS-1.2-DICHLOROETHENE
0.09
ND
103
70-130
2.2-DICHLOROPROPANE
0.09
ND
93
70-130
131ZOMOCI-ILOROMETI-IANE
0.12
ND
106
70-130
CHLOROFORM
0.05
ND
98
70-130
I.I,I=rRICHLOROETHANE
0.12
ND
101
70-130
CARBON'rETRACI-ILORIDE
0.10
ND
106
70-130
I.I-DICHLOROPROPENE
0.12
ND
102
70-130
13ENZENE
0.05
ND
104
70-130
103
102
1
11
70-130
1.I'HYL ACETATE
0.35
ND
103
70-130
1,2-DICIILOROETHANE
0.09
ND
102
70-130
TRICFILOROETHENE('rCE)
0.12
ND
98
70-130
95
89
7
14
70-130
1.2-DICHLOROPROPANE
0.10
ND
102
70-130
DIBROMOETFIANE
0.25
ND
104
70-130
COMMENTS:

0A10C Summary
Method: 8260/6200B(5/10/20/50/500/1000 PPB OCR
IFILE NAME: WQC1009
Page 2 of 2
CLIENT: SCARLETT GEOPHYSICAL (PROJECT: RUTHERFORD CENTRAL: # 1.001)
SAMPLE ID:
73305 - 01, 03, 05
LCS
Acceptr
ange
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
RPD
% REC
ug/L
Blank
Recovery
% Rec.
% Rec.
BROMODICHLOROMETHANE
0.07
ND
102
70-130
4-METHYL-2-PENTANONE
1.01
ND
108
70-130
CIS-1,3-DICI-ILOROPROPENE
0.10
ND
99
70-130
TOLUENE
0.26
ND
102
70-130
92
85
8
13
70-130
TRANS-I3-DICHLOROPROPENE
0.12
ND
103
70-130
1.1,2-TRICHLOROETHANE
0.20
ND
104
70-130
TETRACHLOROETHENE(PCE)
0.17
ND
102
70-130
2-HEXANONE
1.42
ND
104
70-130
DIBROMOCHLOROMETHANE
0.07
ND
103
70-130
1.3-DICI-11-OROPROPANE
0.13
ND
93
70-130
1.2-DIBROMOETHANE(EDB)
0.15
ND
105
70-130
CHLOROBENLENE
0.10
ND
105
70-130
93
87
6
13
70-130
1,1.1.2-TETRACHLOROETHANE
0.10
ND
103
70-130
1:11HYLBENZENE
0.07
ND
103
70-130
TOTAL XYLENES(M&P, 0)
0.29
ND
102
70-130
STYRENE
0.04
ND
103
70-130
13ROMOFORM
0.29
ND
102
70-130
ISOPROPYLBENZENE
0.08
ND
103
70-130
13ROMOBENZENE
0.07
ND
101
70-130
1,2,3-TRICHLOROPROPANE
0.11
ND
103
70-130
TRANS-I,4-DICHLORO-2-BUTENE
0.52
ND
110
70-130
N-PROPYLBENZENE
0.08
ND
101
70-130
2-CFILOROTOLUENE
0.10
ND
103
70-130
4-CHLOROTOLUENE
0.09
ND
99
70-130
1.3,5-TIZIME'THYLBENZENE
0.07
ND
105
70-130
TERIAUTYLBENZENE
0.08
ND
104
70-130
1,2,4=I'RIMETHYLBENZENE
0.07
ND-
104
70-130
SEC-l3UTYLBENZENE
0.12
ND
104
70-130
1.3-DICHLOROBEN7_ENE
0.12
ND
105
70-130
1.1,2.2=1'ETRACHLOROETHANE
0.08
ND
103
70-130
P-ISOPROPYLTOLUENE
0.09
ND
105
70-130
1,4-DICI-ILOROBENZENE
0.08
ND
102
70-130
1,2-DICHLOROBENZENF,
0.09
ND
103
70-130
N-BUTYLBENZENE
0.10
ND
101
70-130
1,2-DIBROMO-3-CHLOROPROPANE(DPCP)
0.49
ND
106
70-130
1,2,44RICHLOROBENZENE
0.47
ND
106
70-130
NAPHTHALENE
0.18
ND
1 107
70-130
1,23-TRICHLOROBENZENE
0.18
ND
108
70-130
COMMEN'CS:

0-410C Summary
METHOD: 8260/6200B(5/10/20/50/500/1000 PPB OCI
FILE NAME: WQC1009
CLIENT: SCARLETT GEOPHYSICAL (PROJECT: RUTHERFORD CENTRAL: # 1.001)
Sample ID:
72977-012 72978-01 - 041, 72979-01,
72980-01-02, 73029-01
iNSTUMENT: MS-2
Page 1 of 2
Extraction Method
N/A
Date Extracted
N/A
Weight Extracted
25ML
Final Extract Volume
25ML
Date Analyzed
10/19/19
% Surrogate Recovery
107
105
105
Acceptance Range
(70-130)
(70-130)
(70-130)
LCS
Acceptance
Range
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
%Rec.
%Rec.
RPD
% REC
ug/L
Blank
Recovery
DICHLORODIFLUOROMETHANE
0.12
ND
84
70-130
CHLOROMETHANE
0.07
ND
92
70-130
VINYL CHLORIDE
0.11
ND
95
70-130
BROMOMETHANE
0.18
ND
102
70-130
CI- LOROETHANE
0.11
ND
102
70-130
TRICHLOROFLUOROMETHANE
0.09
ND
100
70-130
ACETONE
1.18
ND
115
70-130
ACRYLONITRILE
12.38
ND
108
70-130
2-BUTANONE
0.88
ND
111
70-130
1,1-DICHLOROETHENE
0.09
ND
95
70-130
95
102
7
14
70-130
METHYL IODIDE
0.19
ND
96
70-130
CARBON DISULFIDE
0.45
ND
103
70-130
METHYLENE CHLORIDE
0.57
ND
108
70-130
'TRANS-I,2-DICt•ILOROETHENE
0.10
ND
98
70-130
I.1-DICHLOROETHANE
0.17
ND
101
70-130
ISOPROPYL ETHER(IPE)
0.12
ND
106
70-130
METHYL-TERT-BUTYLETHER(M'r!3E)
0.16
ND
97
70-130
VINYL ACETATE
0.24
ND
110
70-130
CIS-1,2-DICHLOROETHENE
0.09
ND
96
70-130
2,2-DICHLOROPROPANE
0.09
ND
95
70-130
BROMOCHLOROMETHANE
0.12
ND
104
70-130
CHLOROFORM
0.05
ND
89
70-130
1. 1, 1 -TRICHLOROETHANE
0.12
ND
101
70-130
CARBON TETRACHLORIDE
0.10
ND
96
70-130
l,l-DICHLOROPROPENE
0.12
ND
97
70-130
BENZENE
0.05
ND
98
70-130
95
99
5
11
70-130
ETHYL ACETATE
0.35
ND
109
70-130
1,2-DICHLOROETHANE
0.09
ND
95
70-130
'rRICI-ILOROETHENE(TCE)
0.12
ND
93
70-130
79
81
2
14
70-130
1,2-DICHLOROPROPANE
0.10
ND
99
70-130
DIBROMOETHANE
0.25
ND
102
70-130
COMMENTS:

0A10C Summag
Method: 8260/6200B(5/10/20/50/500/1000 PPB QC
FILE NAME: WQC1009
Page 2 of 2
CLIENT: SCARLETT GEOPHYSICAL (PROJECT: RUTHERFORD CENTRAL: # 1.001)
SAMPLE ID:
72977-01, 72978-01 - 049
72979-013, 72980-01-02,
73029-01
LCS
Acceptr
ange
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
RPD
% REC
ug/L
Blank
Recovery
% Rec.
% Rec.
BROMODICHLOROMETHANE
0.07
ND
98
70-130
4-METI-IYL-2.PENTANONE
1.01
ND
105
70-130
CIS-1,3-DICHLOROPROPENE
0.10
ND
98
70-130
TOLUENE
0.26
ND
92
70-130
78
86
9
13
70-130
TRANS-1,3-DICHLOROPROPENE
0.12
ND
101
70-130
1,1,2-TRICHLOROETHANE
0.20
ND
96
70-130
TETRACHLOROETHENE(PCE)
0.17
ND
91
70-130
2-HEXANONE
1.42
ND
103
70-130
DIBROMOCHLOROMETHANE
0.07
ND
94
70-130
1,3-DICHLOROPROPANE
0.13
ND
101
70-130
1,2-DIBROMOETHANE(EDB)
0.15
ND
102
70-130
CHLOROBENZENE
0.10
ND
95
70-130
82
88
6
13
70-130
1, 1, 1,2-TETRACHLOROETHANE
0.10
ND
92
70-130
ETHYLBENZENE
0.07
ND
94
70-130
TOTAL XYLENES(M&P, 0)
0.29
ND
94
70-130
STYRENE
0.04
ND
96
70-130
BROMOFORM
0.29
ND
98
70-130
ISOPROPYLBENZENE
0.08
ND
96
70-130
BROMOBENZENE
0.07
ND
96
70-130
1,2,3-TRICHLOROPROPANE
0.11
ND
114
70-130
TRANS-I,4-DICHLORO-2-BUTENE
0.52
ND
110
70-130
N-PROPYLBENZENE
0.08
ND
97
70-130
2-CHLOROTOLUENE
0.10
ND
100
70-130
4-CHLOROTOLUENE
0.09
ND
95
70-130
1,3,5-TRIMETHYLBENZENE
0.07
ND
94
70-130
TERT-BUTYLBENZENE
0.08
ND
96
70-130
1,2,4-TRIMETHYLBENZENE
0.07
ND
95
70-130
SEC-BUTYLBENZENE
0.12
ND
97
70-130
1,3-DICHLOROBENZENE
0.12
ND
92
70-130
1,1,2.2-TETRACHLOROETHANE
0.08
ND
95
70-130
P-ISOPROPYLTOLUENE
0.09
ND
95
70-130
1,4-DICHLOROBENZENE
0.08
ND
89
70-130
1.2-DICHLOROBENZENE
0.09
ND
89
70-130
N-BUTYLBENZENE
0.10
ND
92
70-130
1,2-DIBROMO-3-CHLOROPROPANE(DPCP)
0.49
ND
93
70-130
1,2,4-TRICHLOROBENZENE
0.47
ND
88
70-130
NAPHTHALENE
0.18
ND
90
70-130
1,2,3-TRICHLOROBENZENE
0.18
ND
90
70-130
COMMENTS:

QA/QC Summary
METHOD: 8260/6200B(5/10/20/50/500/1000 PPB QC�
I FILE NAME: WLC1021
CLIENT: SCARLETT GEOPHYSICAL (PROJECT: RUTHERFORD CENTRAL: # 1.001)
Sample ID:
73242 - 01, 73243 - 01 - 02
INSTUMENT: MS-2
Page 1 of 2
Extraction Method
N/A
Date Extracted
N/A
Weight Extracted
25ML
Final Extract Volume
25ML
Date Analyzed
10/21/19
`% Surrogate Recovery
92
98
95
Acceptance Range
(70-130)
(70-130)
(70-130)
LCS
Acceptance
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
%Rec.
° /O Rec.
RPD
% REC
ug/L
Blank
RecoveryRange
DICHLORODIFLUOROMETHANE
0.12
ND
118
70-130
CIILOROMETHANE
0.07
ND
104
70-130
VINYL CHLORIDE
0.11
ND
102
70-130
13ROMOME'THANE
0.18
ND
109
70-130
CHLOROETHANE
0.11
ND
103
70-130
TRICFILOROFLUOROMETHANE
0.09
ND
92
70-130
ACETONE
1.18
ND
92
70-130
ACRYLONITRILE
12.38
ND
83
70-130
2-BUTANONE
0.88
ND
86
70-130
1.1-DICIIL.OROETHE--NE
0.09
ND
93
70-130
119
118
1
14
70-130
METHYL IODIDE
0.19
ND
93
70-130
CARBON DISULFIDE
0.45
ND
95
70-130
METHYLENE CHLORIDE
0.57
ND
76
70-130
TRANS- I,2-DICHLOROETHENE
0.10
ND
87
70-130
I,1-DICIILOROETHANE
0.17
ND
84
70-130
ISOPROPYL ETI•IER(IPE)
0.12
ND
79
70-130
ME'n IYL-TERT-BUTYL ETHER(Ml'DE)
0.16
ND
81
70-130
VINYL ACETATE
0.24
ND
79
70-130
CIS-1,2-DICHLOROETHENE
0.09
ND
83
70-130
2.2-DICHLOROPROPANE
0.09
ND
82
70-130
BROMOCHLOROMETHANE
0.12
ND
93
70-130
CHLOROFORM
0.05
ND
82
70-130
1,1,1=TRICHLOROETHANE
0.12
ND
82
70-130
CARBON TETRACHLORIDE
0.10
ND
84
70-130
1, 1 -DICHLOROPROPENE
0.12
ND
84
70-130
BENZENE'-
0.05
ND
85
70-130
105
104
1
11
70-130
ETHYL ACETATE
0.35
ND
76
70-130
1.2-DICHLOROETHANE
0.09
ND
102
70-130
TRICHLOROETHENE(TCE)
0.12
ND
83
70-130
94
91
4
14
70-130
1,2-DICliLOROPROPANE
0.10
ND
88
70-130
DIBROMOETHANE
0.25
ND
90
70-130
COMMENTS:

0A10C Summary
Method: 8260/6200B(5/10/20/50/500/1000 PPB QC �
FILE NAME: WLC1021
Page 2 of 2
CLIENT: SCARLETT GEOPHYSICAL (PROJECT: RUTHERFORD CENTRAL: # 1.001)
SAMPLE Ill:
Compound
73242 - 01,
73243 - 01 - 02
MDL Method LCS %
LCS
A ceptr
an e
g
MS
MSD
RPD
QC LIMITS
RPp
% REC
ug/L
Blank
Recovery
% Rec.
% Rec.
BROMODICHLOROMETHANE
0.07
ND
86
70-130
4-METHYL-2-PENTANONE
1.01
ND
93
70-130
CIS-1,3-DICHLOROPROPENE
0.10
ND
91
70-130
TOLUENE
0.26
ND
82
70-130
89
87
2
13
70-130
TRANS-I,3-DICHLOROPROPENE
0.12
ND
89
70-130
1,1,2-TRICHLOROETHANE
0.20
ND
94
70-130
TETRACHLOROETHENE(PCE)
0.17
ND
91
70-130
2-HEXANONE
1.42
ND
93
70-130
DIBROMOCHLOROMETHANE
0.07
ND
90
70-130
1,3-DICHLOROPROPANE
0.13
ND
100
70-130
1,24ABROMOETHANE(EDB)
0.15
ND
93
70-130
CHLOROBENZENE
0.10
ND
92
70-130
96
94
2
13
70-130
1. 1. 1,2-TETRACHLOROETHANE
0.10
ND
95
70-130
ETHYLBENZENE
0.07
ND
90
70-130
'TOTAL XYLENES(M&P, 0)
0.29
ND
90
70-130
STYRENE
0.04
ND
94
70-130
131ZOMOFORM
0.29
ND
99
70-130
ISOPROPYLBENZENE
0.08
ND
91
70-130
13110MOBENZENE
0.07
ND
92
70-130
1,2,3-TRICHLOROPROPANE
0.11
ND
95
70-130
TRANS-I,4-DICHLORO-2-BUTENE
0.52
ND
81
70-130
N-PROPYLBENZENE
0.08
ND
93
70-130
2-CHLOROTOLUENE
0.10
ND
91
70-130
4-CHLOROTOLUENE
0.09
ND
92
70-130
1,3,5-TRIMETHYLBENZENE
0.07
ND
92
70-130
TERT-BUTYLBENZENE
0.08
ND
93
70-130
1.2,4-TRIMETHYLBENZENE
0.07
ND
90
70-130
SEC-BUTYLBENZENE
0.12
ND
91
70-130
1,3-DICHLOROBENZENE
0.12
ND
96
70-130
1,1,2,2-TETRACHLOROETHANE
0.08
ND
100
70-130
P-ISOPROPYLTOLUENE
0.09
ND
94
70-130
1,4-DICI-ILOROBENZENE
0.08
ND
98
70-130
1,2-DICI-ILOROBENZENE
0.09
ND
97
70-130
N-13UTYLBENZENE
0.10
ND
94
70-130
12-DIBROMO-3-CHLOROPROPANE(DPCP)
0.49
ND
98
70-130
1,2,4-TRICHLOROBENZENE
0.47
ND
95
70-130
NAPHTHALENE
0.18
ND
96
70-130
1,2,3-TIZICIILOROBEN7_ENE
0.18
ND
95
70-130
COMMN:NTS:

0A10C Summary
METHOD: 8260/6200B(5/10/20/50/500/1000 PPB C
FILE NAME: WQC1022
CLIENT: SCARLETT GEOPHYSICAL (PROJECT: RUTHERFORD CENTRAL: # 1.001)
Sample ID:
73399 - 013 03
INSTUMENT: MS-2
Page 1 of 2
Extraction Method
NIA
Date Extracted
NIA
Weight Extracted
25ML
Final Extract Volume
25ML
Date Analyzed
10/22/19
% Surrogate Recovery
114
104
104
Acceptance Range
(70-130)
(70-130)
(70-130)
LCS
Acceptance
Range
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
% Rec.
°
/o Rec.
RPD
% REC
ug/L
Blank
Recovery
DICHLORODIFLUOROMETHANE
0.12
ND
80
70-130
CHLOROMETHANE
0.07
ND
72
70-130
VINYL CHLORIDE
0.11
ND
71
70-130
BROMOMETHANE
0.18
ND
107
70-130
CHLOROII'HANE
0.11
ND
92
70-130
TRICHLOROFLUOROMETHANE
0.09
ND
79
70-130
ACETONE
1.18
ND
118
70-130
ACRYLONITRILE
12.38
ND
123
70-130
2-BUTANONE
0.88
ND
125
70-130
I,1-DICIILOROETHENE
0.09
ND
82
70-130
119
118
1
14
70-130
METHYL IODIDE
0.19
ND
97
70-130
CARBON DISULFIDE
0.45
ND
103
70-130
ME]'[-IYLENIi CHLORIDE
0.57
ND
108
70-130
TRANS-I,2-DICHLOROETIIENE
0.10
ND
85
70-130
1.1-DICI-ILOROETHANE
0.17
ND
97
70-130
ISOPROPYL ETHER(IPE)
0.12
ND
116
70-130
Mr-TERT-BUTYLETHER(MTBE)
0.16
ND
122
70-130
VINYL ACETATE
0.24
ND
96
70-130
CIS-1,2-DICHLOROETHENE
0.09
ND
101
70-130
2,2-DICIILOROPROPANE
0.09
ND
70
70-130
RROMOCHLOROMETHANE
0.12
ND
116
70-130
CHLOROFORM
0.05
ND
101
70-130
1, 1. 1 -TRICHLOROETHANE
0.12
ND
86
70-130
CARBON TETRACHLORIDE
0.10
ND
82
70-130
1.1-DICHLOROPROPENE
0.12
ND
82
70-130
BENZENE
0.05
ND
96
70-130
105
104
1
11
70-130
L I HYL ACETATE
0.35
ND
122
70-130
1.2-DICHLOROETHANE
0.09
ND
71
70-130
TRICHLOROETFIENE(TCE)
0.12
ND
99
70-130
94
91
4
14
70-130
1.2-DICUILOROPROPANE
0.10
ND
103
70-130
DIBROMOETHANE
0.25
ND
122
70-130
COMMENTS:

0A10C Summary
Method: 8260/6200B(5/10/20/50/500/1000 PPB OCR
FILE NAME: WQC1022
Page 2 of 2
CLIENT: SCARLETT GEOPHYSICAL (PROJECT: RUTHERFORD CENTRAL: # 1.001)
SAMPLE ID:
73399 - 01)03
LCS
Acceptr
ange
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
RPD
% REC
ug/L
Blank
Recovery
% Rec.
% Rec.
BROMODICHLOROMETHANE
0.07
ND
110
70-130
4-METFIYL-2-PENTANONE
1.01
ND
130
70-130
CIS-1,3-DICHLOROPROPENE
0.10
ND
123
70-130
TOLUENE
0.26
ND
85
70-130
89
87
2
13
70-130
'TRANS-I,3-DICHLOROPROPENE
0.12
ND
111
70-130
1,1,2-TRICHLOROETHANE
0.20
ND
127
70-130
"TETRACHLOROETHENE(PCE)
0.17
ND
82
70-130
2-HEXANONE
1.42
ND
123
70-130
DIBROMOCHLOROMETHANE
0.07
ND
116
70-130
1,3-DICHLOROPROPANE
0.13
ND
94
70-130
1,2-DIBROMOETHANE(EDB)
0.15
ND
118
70-130
CHLOROBENZENE
0.10
ND
97
70-130
96
94
2
13
70-130
1,1,1,2-TETRACHLOROETHANE
0.10
ND
122
70-130
ETHYLBENZENE
0.07
ND
89
70-130
TOTAL XYLENES(M&P, 0)
0.29
ND
91
70-130
STYRENE
0.04
ND
99
70-130
13ROMOI-ORM
0.29
ND
116
70-130
ISOPROPYLBENZENE
0.08
ND
86
70-130
BROMOBENZENE
0.07
ND
105
70-130
1,23-TRICHLOROPROPANE
0.11
ND
108
70-130
TRANS-I,4-DICHLORO-2-BUTENE
0.52
ND
114
70-130
N-PROPYLBENZENE
0.08
ND
86
70-130
2-CHLOROTOLUENE
0.10
ND
97
70-130
4-CHLOROTOLUENE
0.09
ND
93
70-130
1.3,5-TRIMETHYLBENZENE
0.07
ND
88
70-130
TERT-BUTYLBENZENE
0.08
ND
85
70-130
1.2,4-TRIMETHYLBENZENE
0.07
ND
92
70-130
SEC-BUTYLBENZENE
0.12
ND
84
70-130
1,3-DICHLOROBENZENE
0.12
ND
95
70-130
1.1,2,2-TETRACHLOROETHANE
0.08
ND
126
70-130
P-ISOPROPYLTOLUENE
0.09
ND
83
70-130
1.4-DICI-ILOROBENZENE
0.08
ND
100
70-130
1,2-DICI-iLOROBENZENE
0.09
ND
104
70-130
N-BUTYLBENZENE
0.10
ND
86
70-130
1.2-DIBROMO-3-CHLOROPROPANE(DPCP)
0.49
ND
130
70-130
1,2,4-TRICHLOROBENZENE
0.47
ND
97
70-130
NAPHTHALENE
0.18
N D
120
70-130
1,2,3-TRICHLOROBENZENE
0.18
ND
104
70-130
COMMENTS:

QA10C Summary
METHOD: 8260/6200B(5/10/20/50/500/1000 PPB OCR
T FILE NAME: WLC1023
CLIENT: SCARLETT GEOPHYSICAL (PROJECT: RUTHERFORD CENTRAL: # 1.001)
Sample ID:
73422 - 01, 73423 - 01,
73424 - 01 - 03
INSTUMENT: MS-2
Page 1 Of 2
Extraction Method
N/A
Date Extracted
N/A
Weight Extracted
25ML
Final Extract Volume
25ML
Date Analyzed
10/23/19
% Surrogate Recovery
107
100
99
Acceptance Range
(70-130)
(70-130)
(70-130)
LCS
Acceptance
Range
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
%Rec.
%Rec.
RPD
% REC
ug/L
Blank
Recovery
DICHLORODIFLUOROMETHANE
0.12
ND
95
70-130
CHLOROMETHANE
0.07
ND
95
70-130
VINYL C14LORIDE
0.11
ND
105
70-130
BROMOMETHANE
0.18
ND
128
70-130
CHLOROETHANE
0.11
ND
125
70-130
TRICHLOROFLUOROMETHANE
0.09
ND
118
70-130
ACETONE
1.18
ND
106
70-130
ACRYLONITRILE
12.38
ND
101
70-130
2-BUTANONE
0.88
ND
105
70-130
1, 1 -DICHLOROETHENE
0.09
ND
114
70-130
96
104
8
14
70-130
METHYL IODIDE
0.19
ND
86
70-130
CARBON DISULFIDE
0.45
ND
93
70-130
METHYLENE CHLORIDE
0.57
ND
111
70-130
"TRANS-I,2-DICHLOROETHENE
0.10
ND
112
70-130
1.1-DICHLOROETHANE
0.17
ND
113
70-130
ISOPROPYL ETHER(IPE)
0.12
ND
86
70-130
METHYL-TERT-BUTYLETHER(MTBE)
0.16
ND
100
70-130
VINYL ACETATE
0.24
ND
90
70-130
CIS-1,2-DICHLOROETHENE
0.09
ND
112
70-130
2,2-DICHLOROPROPANE
0.09
ND
107
70-130
13ROMOCI-ILOROMETHANE
0.12
ND
110
70-130
CHLOROFORM
0.05
ND
112
70-130
1. 1, 1 -TRICHLOROETHANE
0.12
ND
110
70-130
CARBON TETRACHLORIDE
0.10
ND
106
70-130
1, 1 -DICHLOROPROPENE
0.12
ND
108
70-130
BENZENE
0.05
ND
111
70-130
100
97
3
11
70-130
ETHYL ACETATE
0.35
ND
88
70-130
1.2-DICHLOROETHANE
0.09
ND
105
70-130
TRICHLOROETHENE(TCE)
0.12
ND
ill
70-130
84
83
0
14
70-130
1,2-DICHLOROPROPANE
0.10
ND
112 1
70430
DIBROMOETHANE
0.25
ND
114
70-130
COMMENTS:

0A10C Summary
Method: 8260/6200B(5/10/20/50/500/1000 PPB OCR
IFILE NAME: WLC1023
Page 2 of 2
CLIENT: SCARLETT GEOPHYSICAL (PROJECT: RUTHERFORD CENTRAL : # 1.001)
SAMPLE ID:
73422 _ 2
73423 - 01, 73424
- 01 - 03
LCs
Acceptr
ange
I Ms
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
RPD
% REC
ug/L
Blank
Recovery
% Rec.
% Rec.
BROMODICHLOROMETHANE
0.07
ND
111
70-130
4-METHYL-2-PENTANONE
1.01
ND
100
70-130
CIS-1,3-DICHLOROPROPENE
0.10
ND
108
70-130
TOLUENE
0.26
ND
98
70-130
80
80
0
13
70-130
TRANS-I,3-DICHLOROPROPENE
0.12
ND
112
70-130
1,1,2-TRICHLOROETHANE
0.20
ND
114
70-130
TETRACHLOROETHENE(PCE)
0.17
ND
102
70-130
2-HEXANONE
1.42
ND
101
70-130
DIBROMOCHLOROMETHANE
0.07
ND
111
70-130
1.3-DICF-ILOROPROPANE
0.13
ND
87
70-130
1,2-DIBROMOETHANE(EDB)
0.15
ND
105
70-130
CHLOROBENZENE
0.10
ND
102
70-130
86
89
3
13
70-130
1, 1, 1,2-TETRACHLOROETHANE
0.10
ND
104
70-130
ETTYLBENZENE
0.07
ND
102
70-130
TOTAL XYLENES(M&P, 0)
0.29
ND
102
70-130
STYRENE
0.04
ND
105
70-130
BROMOFORM
0.29
ND
103
70-130
ISOPROPYLBENZENE
0.08
ND
103
70-130
BROMOBENZENE
0.07
ND
107
70-130
1,2,3-TRICHLOROPROPANE
0.11
ND
91
70-130
TRANS-I,4-DICHLORO-2-BUTENE
0.52
ND
98
70-130
N-PROPYLBENZENE
0.08
ND
103
70-130
2-CHLOROTOLUENE
0.10
ND
105
70-130
4-CHLOROTOLUENE
0.09
ND
107
70-130
1.3,5-TRIMETHYLBENZENE
0.07
ND
104
70-130
TERT-BUTYLBENZENE
0.08
ND
104
70-130
1,2,4-TRIMETHYLBENZENE
0.07
ND
104
70-130
SEC-BUTYLBENZENE
0.12
ND
104
70-130
1.3-DICHLOROBENZENE
0.12
ND
108
70-130
1,1,2,2-TETRACHLOROETHANE
0.08
ND
111
70-130
11-ISOPROPYLTOLUENE
0.09
ND
105
70-130
1.4-DICHLOROBENZENE
0.08
ND
108
70-130
1,2-D1CI-ILOROBENZENE
0.09
ND
108
70-130
N-BUTYLBENZENE
0.10
ND
108
70-130
1,2-DIBROMO-3-CHLOROPROPANE(DPCP)
0.49
ND
116
70-130
1,2,4-TRICHLOROBENZENE
0.47
ND
107
70-130
NAPHTHALENE
0.18
ND
108
70-130
1,2,3-TRICHLOROBENZENE
0.18
ND
111
70-130
COMMENTS:

QA/QC Summary
Method: 8270/625 100/200 PPB C
FILE NAME:WLC1015-MS1
Pagel of 2
CLIENT:SCARLETT GEOPHYSICAL (PROJECT:
RUTHERFORD
CENTRAL)
SAMPLE ID:
72977-01972979-01,72980-01
INSTRUMENT:MS-1
Extraction Method
3510
Date Extracted
10/07/19
Weight Extracted
IL
Final Extract Volume
iML
Date Analyzed
10/15/19
% Surrogate Recovery
51
38
85
62
86
97
Acceptance Range
(5 - 77)
(7 - 64)
(29 -149)
(12 -123
(10 -133)
(20 -133)
LCS
Accept.
Rage
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
% Rec.
% Rec.
UG/L
Blank
Recovery
RPD
% REC
N-Nitrosodimethylamine
0.970
ND
58
8-104
Bis(2-chloroethyl)ether
0.430
ND
86
45-111
Phenol
0.460
ND
42
D-76
30
33
8
42
12-110
2-Chlorophenol
0.300
ND
71
30-107
73
77
5
40
27-123
1,3-Dichlorobenzene
0.250
ND
75
48-90
1,4-Dichlorobenzene
0.200
ND
75
50-90
72
74
3
28
36-97
1,2-Dichlorobenzene
0.100
ND
75
50-93
Bis(2-chloroisopropyl)ether
0.380
ND
78
50-107
N-nitrosodi-n-propylamine
0.500
ND
80
47-111
76
80
4
38
41-116
Hexachloroethane
0.220
ND
70
36-90
2-Nitrophenol
0.670
ND
73
33-110
2,4-Dimethylphenol
1.550
ND
63
43-100
Nitrobenzene
0.500
ND
72
46-112
Isophorone
0.510
ND
63
50-104
Bis(2-chloroethoxy)methane
0.420
ND
67
49-105
2,4-Dichlorophenol
0.540
ND
66
33-108
1,2,4-Trichlorobenzene
0.560
ND
66
47-95
70
73
4
28
39-98
4-Chloro-3-methylphenol
1.830
ND
72
44-107
76
83
9
42
23-97
Naphthalene
0.710
ND
62
50-96
Hexachlorobutadiene
0.770
ND
63
24-100
2,4,6-Trichlorophenol
0.540
ND
59
22-124
2-Methyl-4,6-Dinitrophenol
3.250
ND
66
16-115
4-Nitrophenol
6.670
ND
29
1-69
30
24
19
50
10-80
Hexachlorocyclopentadiene
0.970
ND
65
16-85
N/A
= Data Not Available * = FAILED

QA/QC Summary
Method: 8270/625 100/200 PPB QCA
IFIOLE NAME:WLC1015-MS1
Page 2 of 2
CLIENT:SCARLETT GEOPHYSICAL(PROJECT: RUTHERFORD
CENTRAL
LCS
Acceptr
an e
QC LIIVIITS
Compound
MDL
Method
LCS %
MS
% Rec.
MSD
% Rec.
RPD
UG/L
Blank
Recovery
2-Chloronaphthalene
0.420
ND
69
51-100
RPD
%REC
Dimethyl phthalate
0.400
ND
79
47-107
Acenaphthylene
0.150
ND
74
49-100
2,6-Dinitrotoluene
0.670
ND
81
49-106
Acenaphthene
0.280
ND
73
48-102
64
70
9
31
46-118
2,4-Dinitmtoluene
0.670
ND
72
50-106
82
73
11
38
24-96
Diethyl phthalate
0.820
ND
76
49-107
4-Chlorophenyl phenyl ether
0.730
ND
73
43-112
2,4-Dinitrophenol
4.190
ND
54
D-118
Pentachlorophenol
5.220
ND
58
15-123
58
63
9
50
9-103
N-Nitrosodiphenylamine
1.150
ND
80
35-121
4-Bromophenyl phenyl ether
0.670
ND
81
48-107
Hexachlorobenzene
0.390
ND
71
50-102
Phenanthrene
0.280
ND
76
42-105
Anthracene
0.200
ND
82
44-104
Di-N-Butyl phthalate
0.650
ND
78
44-111
Benzidine
3.370
ND
20
D-48
Pyrene
1.920
ND
82
39-107
82
83
1
31
26-127
Benzyl butyl phthalate
1.220
ND
85
39-116
Benzo(a)anthracene
0.380
ND
86
36-114
3,3-Dichlorobenzidine
5.050
ND
38
6-52
Chrysene
0.700
ND
86
45-99
Bis(2-ethyl-hexyl)phthalate
1.140
ND
85
30-134
Di-N-Octyl phthalate
0.740
ND
102
37-131
Benzo(b)fluomnthene
0.770
ND
102
49-107
Benzo(k)fluoranthene
0.600
ND
93
37-112
Benzo(a)pyrene
0.430
ND
94
49-105
Indeno(1,2,3-cd) pyrene
1.210
ND
88
38-122
Dibenzo(ah)anthracene
1.680
ND
87
43-118
Benzo(g,h,i)perylene
1.780
ND
86
42-119
N/A
= Data Not Available * = FAILED

QA/QC Summary
Method: 8270/625 (100/200 PPB QC) FILE NAME:WLC1015A-MS1 Page 10 2
CLIENT: SCARLETT GEOPHYSICAL(PROJECT: RUTHERFORD CENTRAL)
SAMPLE ID: 73242-01973243-01 INSTRUMENT:MS-1
Extraction Method
3510
Date Extracted
10/10/19
Weight Extracted
1L
Final Extract Volume
iML
Date Analyzed
10/15/19
% Surrogate Recovery
56
38
85
67
80
95
Acceptance Range
(5 - 77)
(7 - 64)
(29 -149)
(12 -123
(10 -133)
(20 -133)
LCS
Accept.
Range
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
% Rec.
% Rec.
UG/L
Blank
Recovery
RPD
% RE?!
N-Nitrosodimethylamine
0.970
ND
53
8-104
Bis(2-chloroethyl)ether
0.430
ND
88
45-111
Phenol
0.460
ND
43
D-76
30
33
8
42
12-110
2-Chlorophenol
0.300
ND
74
30-107
73
77
5
40
27-123
1,3-Dichlorobenzene
0.250
ND
77
48-90
1,4-Dichlorobenzene
0.200
ND
80
50-90
72
74
3
28
36-97
1,2-Dichlorobenzene
0.100
ND
79
50-93
Bis(2-chloroisopropyl)ether
0.380
ND
72
50-107
N-nitrosodi-n-propylamine
0.500
ND
80
47-111
76
80
4
38
41-116
Hexachloroethane
0.220
ND
73
36-90
2-Nitrophenol
0.670
ND
78
33-110
2,4-Dimethylphenol
1.550
ND
64
43-100
Nitrobenzene
0.500
ND
72
46-112
Isophorone
0.510
ND
65
50-104
Bis(2-chloroethoxy) methane
0.420
ND
69
49-105
2,4-Dichlorophenol
0.540
ND
72
33-108
1,2,4-Trichlorobenzene
0.560
ND
71
47-95
70
73
4
28
39-98
4-Chloro-3-methylphenol
1.830
ND
75
44-107
76
83
9
42
23-97
Naphthalene
0.710
ND
67
50-96
Hexachlorobutadiene
0.770
ND
70
24-100
2,4,6-Trichlorophenol
0.540
ND
67
22-124
2-Methyl-4,6-Dinitrophenol
3.250
ND
74
16-115
4-Nitrophenol
6.670
ND
37
1-69
30
24
19
50
10-80
Hexachlorocyclopentadiene
0.970
ND
67
16-85
NIA
= Data Not Available * = FAILED

QA/QCSummary
Method:8270/625, (100/200 PPB OC),
IFELE NAME:WLC1015A MS1
Page 2 of 2
CLIENT:SCARLETT GEOPHYSICAL(PROJECT: RUTHERFORD
CENTRAL)
LCS
Acceptr
an e
QC LEMM
Compound
MDL
Method
LCS %
MS
% Rec-
MSD
% Rec.
RPD
UG/L
Blank
Recovery
2-Chloronaphthalene
0.420
ND
71
51-100
RPD
%REC
Dimethyl phthalate
0.400
ND
75
47-107
Acenaphthylene
0.150
ND
71
49-100
2,6-Dinitrotoluene
0.670
ND
74
49-106
Acenaphthene
0.280
ND
74
48-102
64
70
9
31
46-118
2,4-Dinitmtoluene
0.670
ND
71
50-106
82
73
11
38
24-96
Diethyl phthalate
0.820
ND
71
49-107
4-Chlorophenyl phenyl ether
0.730
ND
69
43-112
2,4-Dinitrophenol
4.190
ND
63
D-118
Pentachlorophenol
5.220
ND
67
15-123
58
63
9
50
9-103
N-Nitrosodiphenylamine
1.150
ND
82
35-121
4-Bromophenyl phenyl ether
0.670
ND
82
48-107
Hexachlorobenzene
0.390
ND
77
50-102
Phenanthrene
0.280
ND
80
42-105
Anthracene
0.200
ND
83
44-104
Di-N-Butyl phthalate
0.650
ND
89
44-111
Benzidine
3.370
ND
19
D-48
Pyrene
1.920
ND
82
39-107
82
83
1
31
26-127
Benzyl butyl phthalate
1.220
ND
80
39-116
Benzo(a)anthmcene
0.380
ND
84
36-114
3,3-Dichlorobenzidine
5.050
ND
38
6-52
Chrysene
0.700
ND
85
45-99
Bis(2-ethyl-hexyl)phthalate
1.140
ND
86
30-134
Di-N-Octyl phthalate
0.740
ND
101
37-131
Benzo(b)fluoranthene
0.770
ND
101
49-107
Benzo(k)fluoranthene
0.600
ND
95
37-112
Benzo(a)pyrene
0.430
ND
96
49-105
Indeno(1,2,3-cd) pyrene
1.210
ND
93
38-122
Dibenzo(a,h)anthmcene
1.680
ND
94
43-118
Benzo(g,h,i)perylene
1.780
ND
94
1 42-119
N/A
= Data Not Available * = FAILED

QA/QCSummary
Method: 8270/625 (100/200 PPB QCZ
FILE NAME:WLC1015B-MS1
Pagel of 2
CLIENT:SCARLETT GEOPHYSICAL (PROJECT: RUTHERFORD
CENTRAL)
SAMPLE ID:
73422-01
INSTRUMENT:MS-1
Extraction Method
3510
Date Extracted
10/15/19
Weight Extracted
IL
Final Extract Volume
IML
Date Analyzed
10/15/19
% Surrogate Recovery
55
36
87
83
83
97
Acceptance Range
(5 - 77)
(7 - 64)
(29 -149)
(12 -123)
(10 -133)
(20 -133)
LCS
Accept.
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
°
LC5 /o
%Rec.
%Rec.
UG/L
Blank
RecoveryRange
RPD
% REC
N-Nitrosodimethylamine
0.970
ND
64
8-104
Bis(2-chloroethyl)ether
0.430
ND
83
45-111
Phenol
0.460
ND
41
D-76
30
33
8
42
12-110
2-Chlorophenol
0.300
ND
81
30-107
73
77
5
40
27-123
1,3-Dichlorobenzene
0.250
ND
83
48-90
1,4-Dichlorobenzene
0.200
ND
86
50-90
72
74
3
28
36-97
1,2-Dichlorobenzene
0.100
ND
85
50-93
Bis(2-chloroisopropyl)ether
0.380
ND
76
50-107
N-nitrosodi-n-propylamine
0.500
ND
89
47-111
76
80
4
38
41-116
Hexachloroethane
0.220
ND
79
36-90
2-Nitrophenol
0.670
ND
88
33-110
2,4-Dimethylphenol
1.550
ND
70
43-100
Nitrobenzene
0.500
ND
72
46-112
Isophorone
0.510
ND
76
50-104
Bis(2-chloroethoxy)methane
0.420
ND
78
49-105
2,4-Dichlorophenol
0.540
ND
77
33-108
1,2,4-Trichlorobenzene
0.560
ND
73
47-95
70
73
4
28
39-98
4-Chloro-3-methylphenol
1.830
ND
75
44-107
76
83
9
42
23-97
Naphthalene
0.710
ND
73
50-96
Hexachlorobutadiene
0.770
ND
67
24-100
2,4,6-Trichlorophenol
0.540
ND
63
22-124
2-Methyl-4,6-Dinitrophenol
3.250
ND
88
16-115
4-Nitrophenol
6.670
ND
29
1-69
30
24
19
50
10-80
Hexachlorocyclopentadiene
0.970
ND
79
16-85
N/A
= Data Not Available * = FAILED

QA/QC Summary
Method:8270/625, (100/200 PPB OCZ
IFHE NAME:WLC1015B-MS1
Page 2 of 2
CLIENT: SCARLETT GEOPHYSICAL (PROJECT: RUTHERFORD
CENTRAL)
LCS
Acceptr
an e
QC LEMTS
Compound
MDL
Method
LCS %
MS
% Rec.
MSD
% Rec.
RPD
UG/L
Blank
Recovery
2-Chloronaphthalene
0.420
ND
83
51-100
RPD
%REC
Dimethyl phthalate
0.400
ND
82
47-107
Acenaphthylene
0.150
ND
85
49-100
2,6-Dinitrotoluene
0.670
ND
83
49-106
Acenaphthene
0.280
ND
84
48-102
64
70
9
31
46-118
2,4-Dinitrotoluene
0.670
ND
85
50-106
82
73
11
38
24-96
Diethyl phthalate
0.820
ND
88
49-107
4-Chlorophenyl phenyl ether
0.730
ND
83
43-112
2,4-Dinitrophenol
4.190
ND
76
D-118
Pentachlorophenol
5.220
ND
77
15-123
58
63
9
50
9-103
N-Nitrosodiphenylamine
1.150
ND
88
35-121
4-Bromophenyl phenyl ether
0.670
ND
91
48-107
Hexachlorobenzene
0.390
ND
86
50-102
Phenanthrene
0.280
ND
82
42-105
Anthracene
0.200
ND
75
44-104
Di-N-Butyl phthalate
0.650
ND
81
44-111
Benzidine
3.370
ND
47
D-48
Pyrene
1.920
ND
94
39-107
82
83
1
31
26-127
Benzyl butyl phthalate
1.220
ND
89
39-116
Benzo(a)anthracene
0.380
ND
89
36-114
3,3-Dichlorobenzidine
5.050
ND
49
6-52
Chrysene
0.700
ND
56
45-99
Bis(2-ethyl-hexyl)phthalate
1.140
ND
91
30-134
Di-N-Octyl phthalate
0.740
ND
102
37-131
Benzo(b)fluoranthene
0.770
ND
107
49-107
Benzo(k)fluoranthene
0.600
ND
91
37-112
Benzo(a)pyrene
0.430
ND
100
49-105
Indeno(1,2,3-cd) pyrene
1.210
ND
106
38-122
Dibenzo(a h)anthmcene
1.680
ND
43
43-118
Benzo(g,h,i)perylene
1.780
ND
64
42-119
NIA
= Data Not Available * = FAILED

RESEARCh & ANAIyTICA<
LAbORATORIES, INC.
Anolytiool/Process Consultations
Quality Control SummaryResults for project Idendfled as Rutherford Central (A Scarlett Geophysical Project, 02-I1 October 2019)
Chlorinated Pesticides
EPA Method 8081\8082
Parameter
Method Blank
{me\Ll
Matrix
Spike
%Recovery
Spike
Diplicate
%Recovery
Quality
Control
Limits
Analyst
Idrin
ND
96
91
70-130
MG
alpha-BHC
ND
N/A
N/A
N/A
MG
beta-BHC
ND
N/A
N/A
N/A
MG
delta-BHC
ND
N/A
N/A
N/A
MG
gamma-BHC(Lindane)
ND
98
96
70-130
MG
Chlordane, Total
ND
N/A
N/A
N/A
MG
4,4'-DDD
ND
N/A
N/A
N/A
MG
4,4'-DDE
ND
N/A
N/A
N/A
MG
4,4'-DDT
ND
101
96
70-130
MG
Dieldrin
ND
100
95
70-130
MG
Endosulfan I
ND
N/A
N/A
N/A
MG
Endosulfan 11
ND
N/A
N/A
N/A
MG
Endosulfan sulfate
ND
N/A
N/A
N/A
MG
Endrin
ND
109
114
70-130
MG
Endrin aldehyde
ND
N/A
N/A
N/A
MG
Heptachlor
ND
95
97
70-130
MG
Heptachlor epoxide
ND
N/A
N/A
N/A
MG
Methoxychlor
ND
N/A
N/A
N/A
MG
Toxaphene
ND
N/A
N/A
N/A
MG
(COMMENTS
Corresponding Samples: 72977.01, 72979-01, 72980-01, 73243-01-02, 73305-01,03,05, 73399-01,03, 73422.01, 73423-01, 73424-01-03
% = Percent
ND = Non Detected
N/A =Not Available

RESEARCh & ANA1yTICAt
LAbORATORIES, INC.
Analytical/Process Consultations
Quality Control Summary Results for ProjeM Identified as Rutherford Central (A Scarlett Geophysical Project, 02-11 October 2019)
WpOpyllyl
1•��i
NC#34 x/
''•.��ED PNP� �"
Chlorinated Herbicides
EPA Method 8151 A
Parameter
Method Blank
(MLIA-1
Matrix
Spike
% Recovery
Spike
Diplicate
%Recovery
Quality
Control
Limits
Analyst
2,4-1)
ND
112
82
70-130
MG
2,4,5-T
ND
120
116
70-130
MG
2,4,5-TP(Silvex)
ND
117
118
70-130
MG
Dinoseb
ND
1 83
1 99
1 70-130
1 MG
COMMENTS: 72977-01, 72979-01, 72980-01, 73243-01, 73422-01
Corresponding Samples:
% = Percent
NO =Non Detected
NIA =Not Available

Scarlett Geophysical - Rutherford Central Landfill - October 2019 - C&D
NC LABORATORY
FACILITY
WELL ID
CAS Number
SWS
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
DILUTION
COLLECT
EXTRACTION
ANALYSIS
CERTIFICATION
PERMIT
ID
FACTOR
DATE
DATE
DATE
NUMBER
81-03
8103-Duplicate
630-20-6
190
1, 1, 1,2-Tctrachlorocthane
5.0
µg/L
U
SW8468260B
0.1
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
71-55-6
200
1, 1, 1 -Trichloroethane
1.0
µgfL
U
SW8468260B
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
79-34-5
191
1,1,2,2-Tetrachloroethane
3.0
µgfL
U
SW8468260B
0.1
0.5
3.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
79-00-5
202
1,1,2-Trichloroethane
5.0
µgfL
U
SW8468260B
0.2
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-34-3
75
1,1-Dichloroethane
5.0
µgfL
U
SW8468260B
0.2
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-35-4
77
1,1-Dichloroethene
5.0
µgfL
U
SW8468260B
0.1
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
96-18-4
206
1,2,3-Trichloropropane
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
92-12-8
67
1,2-Dibromo-3-Chloropropane(DBCP)
13.0
µgfL
U
SW846 8260E
0.5
1.0
13.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
106-93-4
68
1,2-Dibromoethane (EDB)
1.0
µg/L
U
SW846 8260E
0.2
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
95-50-1
69
1,2-Dichlorobenzene
5.0
µgfL
U
SW846 8260E
0.1
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
107-06-2
76
1,2-Dichloroethane
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
78-87-5
82
1,2-Dichloropropane
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
106-46-7
71
1,4-Dichlorobenzene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
78-93-3
141
2-Butanone
100
µgfL
U
SW8468260E
0.9
25
100
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
591-78-6
124
2-Hexanone
50.0
µgfL
U
SW846 8260E
1.4
5.0
50.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
108-10-1
147
4-Methyl-2-Pentanone
100
µgfL
U
SW846 8260E
1.0
5.0
100
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
67-64-1
3
Acetone
100
µgfL
U
SW846 8260E
1.2
25
100
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
107-13-1
8
Acrylonitrile
200
µg/L
U
SW846 8260E
12.4
100
200
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
71-43-2
16
Benzene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
74-97-5
28
Bromochloromethane
3.0
µgfL
U
SW846 8260E
0.1
0.5
3.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-27-4
29
Bromodichloromethane
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-25-2
30
Bromoform
3.0
µgfL
U
SW846 8260E
0.3
1.0
3.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
74-83-9
136
Bromomethane
10.0
µgfL
U
SW846 8260E
0.2
1.0
10.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-15-0
35
Carbon Disulfide
100
µgfL
U
SW846 8260E
0.5
5.0
100
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
56-23-5
36
Carbon Tetrachloride
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
108-90-7
39
Chlorobenzene
3.0
µgfL
U
SW846 8260E
0.1
0.5
3.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-00-3
41
Chloroethane
10.0
µgfL
U
SW846 8260E
0.1
1.0
10.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
67-66-3
44
Chloroform
5.0
µgfL
U
SW846 8260E
0.1
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
74-87-3
137
Chloromethane
1.0
µgfL
U
SW846 8260E
0.1
1.0
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
156-59-2
78
Cis-1,2-Dichloroethene
5.0
µgfL
U
SW846 8260E
0.1
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
10061-01-5
86
Cis-1,3-Dichloropropene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
124-48-1
66
Dibromochloromethane
3.0
µgfL
U
SW846 8260E
0.1
0.5
3.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
74-95-3
139
Dibromomethane
10.0
µgfL
U
SW846 8260E
0.3
0.5
10.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
100-41-4
110
Ethyl Benzene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
74-88-4
142
Methyl Iodide
10.0
µgfL
U
SW846 8260E
0.2
1.0
10.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-09-2
140
Methylene Chloride
1.0
µgfL
U
SW846 8260E
0.6
1.0
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
100-42-5
186
Styrene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
127-18-4
192
Tetrachloroethene
1.0
µgfL
U
SW846 8260E
0.2
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
108-88-3
196
Toluene
1.0
µgfL
U
SW846 8260E
0.3
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
1330-20-7
346
Total Xylenes
5.0
µgfL
U
SW846 8260E
0.3
1.0
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
156-60-5
79
Trans-1,2-Dichloroethene
5.0
µgfL
U
SW846 8260E
0.1
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
10061-02-6
87
Trans-1,3-Dichloropropene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
110-57-6
73
Trans-1,4-Dichloro-2-butene
100
µgfL
U
SW846 8260E
0.5
5.0
100
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
79-01-6
201
Trichloroethene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-69-4
203
Trichlorofiuoromethane
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
108-05-4
210
Vinyl Acetate
50.0
µgfL
U
SW846 8260E
0.2
1.0
50.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-01-4
211
Vinyl Chloride
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-MW02
126-68-1
207
0,0,0-Triethyl phosphorothioate
10.0
ug/L
U
SW846 8270D
3.7
10.0
10.0
1
10/11/2019
10/15/2019
10/16/2019 34
81-03
8103-MW02
297-97-2
89
0,0-Diethylo-2-pyrozinyl
20.0
µgfL
U
SW8468270D
1.9
20.0
20.0
1
10/11/2019
10/15/2019
10/16/2019 34
81-03
8103-MW02
630-20-6
190
1, 1, 1,2-Tetrachloroethane
5.0
µgfL
U
SW8468260B
0.1
0.5
5.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
71-55-6
200
1, 1, 1 -Trichloroethane
1.0
µgfL
U
SW8468260B
0.1
0.5
1.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
79-34-5
191
1,1,2,2-Tetrachloroethane
3.0
µgfL
U
SW8468260B
0.1
0.5
3.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
79-00-5
202
1,1,2-Trichloroethane
1.0
µgfL
U
SW8468260B
0.2
0.5
1.0
1
10/11/2019
N/A
10/23/2019 34

81-03
8103-MW02
75-34-3
75
1,1-Dichloroethane
5.0
µg/L
U
SW8468260B
0.2
0.5
5.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
75-35-4
77
1,1-Dichloroethene
5.0
µgfL
U
SW8468260B
0.1
0.5
5.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
96-18-4
206
1,2,3-Trichloropropane
1.0
µgfL
U
SW846 8260B
0.1
0.5
1.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
95-94-3
189
1,2,4,5-Tetrachlorobenzene
10.0
ug/L
U
SW8468270D
2.7
10.0
10.0
1
10/11/2019
10/15/2019
10/16/2019 34
81-03
8103-MW02
120-82-1
199
1,2,4-Trichlorobenzene
10.0
ug/L
U
SW8468270D
0.6
10.0
10.0
1
10/11/2019
10/15/2019
10/16/2019 34

Scarlett Geophysical - Rutherford Central Landfill - October 2019 - Composite
NC LABORATORY
FACILITY
WELL ID
CAS Number
SWS
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
DILUTION
COLLECT
EXTRACTION
ANALYSIS
CERTIFICATION
PERMIT
ID
FACTOR
DATE
DATE
DATE
NUMBER
81-03
8103-Duplicate
630-20-6
190
1, 1, 1,2-Tctrachlorocthanc
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
71-55-6
200
1, 1, 1 -Trichloroethane
1.0
µgfL
U
SW8468260B
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
79-34-5
191
1,1,2,2-Tetrachloroethane
3.0
µgfL
U
SW8468260B
0.1
0.5
3.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
79-00-5
202
1,1,2-Trichloroethane
5.0
µgfL
U
SW8468260B
0.2
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-34-3
75
1,1-Dichloroethane
5.0
µgfL
U
SW8468260B
0.2
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-35-4
77
1,1-Dichloroethene
5.0
µgfL
U
SW8468260B
0.1
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
96-18-4
206
1,2,3-Trichloropropane
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
92-12-8
67
1,2-Dibromo-3-Chloropropane(DBCP)
13.0
µgfL
U
SW846 8260E
0.5
1.0
13.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
106-93-4
68
1,2-Dibromoethane (EDB)
1.0
µg/L
U
SW846 8260E
0.2
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
95-50-1
69
1,2-Dichlorobenzene
5.0
µgfL
U
SW846 8260E
0.1
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
107-06-2
76
1,2-Dichloroethane
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
78-87-5
82
1,2-Dichloropropane
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
106-46-7
71
1,4-Dichlorobenzene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
78-93-3
141
2-Butanone
100
µgfL
U
SW8468260E
0.9
25
100
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
591-78-6
124
2-Hexanone
50.0
µgfL
U
SW846 8260E
1.4
5.0
50.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
108-10-1
147
4-Methyl-2-Pentanone
100
µgfL
U
SW846 8260E
1.0
5.0
100
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
67-64-1
3
Acetone
100
µgfL
U
SW846 8260E
1.2
25
100
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
107-13-1
8
Acrylonitrile
200
µg/L
U
SW846 8260E
12.4
100
200
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
71-43-2
16
Benzene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
74-97-5
28
Bromochloromethane
3.0
µgfL
U
SW846 8260E
0.1
0.5
3.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-27-4
29
Bromodichloromethane
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-25-2
30
Bromoform
3.0
µgfL
U
SW846 8260E
0.3
1.0
3.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
74-83-9
136
Bromomethane
10.0
µgfL
U
SW846 8260E
0.2
1.0
10.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-15-0
35
Carbon Disulfide
100
µgfL
U
SW846 8260E
0.5
5.0
100
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
56-23-5
36
Carbon Tetrachloride
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
108-90-7
39
Chlorobenzene
3.0
µgfL
U
SW846 8260E
0.1
0.5
3.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-00-3
41
Chloroethane
10.0
µgfL
U
SW846 8260E
0.1
1.0
10.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
67-66-3
44
Chloroform
5.0
µgfL
U
SW846 8260E
0.1
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
74-87-3
137
Chloromethane
1.0
µgfL
U
SW846 8260E
0.1
1.0
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
156-59-2
78
Cis-1,2-Dichloroethene
5.0
µgfL
U
SW846 8260E
0.1
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
10061-01-5
86
Cis-1,3-Dichloropropene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
124-48-1
66
Dibromochloromethane
3.0
µgfL
U
SW846 8260E
0.1
0.5
3.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
74-95-3
139
Dibromomethane
10.0
µgfL
U
SW846 8260E
0.3
0.5
10.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
100-41-4
110
Ethyl Benzene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
74-88-4
142
Methyl Iodide
10.0
µgfL
U
SW846 8260E
0.2
1.0
10.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-09-2
140
Methylene Chloride
1.0
µgfL
U
SW846 8260E
0.6
1.0
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
100-42-5
186
Styrene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
127-18-4
192
Tetrachloroethene
1.0
µgfL
U
SW846 8260E
0.2
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
108-88-3
196
Toluene
1.0
µgfL
U
SW846 8260E
0.3
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
1330-20-7
346
Total Xylenes
5.0
µgfL
U
SW846 8260E
0.3
1.0
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
156-60-5
79
Trans-1,2-Dichloroethene
5.0
µgfL
U
SW846 8260E
0.1
0.5
5.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
10061-02-6
87
Trans-1,3-Dichloropropene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
110-57-6
73
Trans-1,4-Dichloro-2-butene
100
µgfL
U
SW846 8260E
0.5
5.0
100
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
79-01-6
201
Trichloroethene
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-69-4
203
Trichlorofluoromethane
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
108-05-4
210
Vinyl Acetate
50.0
µgfL
U
SW846 8260E
0.2
1.0
50.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-Duplicate
75-01-4
211
Vinyl Chloride
1.0
µgfL
U
SW846 8260E
0.1
0.5
1.0
1
10/03/2019
N/A
10/09/2019 34
81-03
8103-MW02
126-68-1
207
0,0,0-Triethyl phosphorothioate
10.0
ug/L
U
SW846 8270D
3.7
10.0
10.0
1
10/11/2019
10/15/2019
10/16/2019 34
81-03
8103-MW02
297-97-2
89
0,0-Diethylo-2-pyrozinyl
20.0
µgfL
U
SW8468270D
1.9
20.0
20.0
1
10/11/2019
10/15/2019
10/16/2019 34
81-03
8103-MW02
630-20-6
190
1, 1, 1,2-Tetrachloroethane
5.0
µgfL
U
SW8468260B
0.1
0.5
5.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
71-55-6
200
1, 1, 1 -Trichloroethane
1.0
µgfL
U
SW8468260B
0.1
0.5
1.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
79-34-5
191
1,1,2,2-Tetrachloroethane
3.0
µgfL
U
SW8468260B
0.1
0.5
3.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
79-00-5
202
1,1,2-Trichloroethane
1.0
µgfL
U
SW8468260B
0.2
0.5
1.0
1
10/11/2019
N/A
10/23/2019 34

81-03
8103-MW02
75-34-3
75
1,1-Dichloroethane
5.0
µg/L
U
SW8468260B
0.2
0.5
5.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
75-35-4
77
1,1-Dichloroethene
5.0
µgfL
U
SW8468260B
0.1
0.5
5.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
96-18-4
206
1,2,3-Trichloropropane
1.0
µgfL
U
SW846 8260B
0.1
0.5
1.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
95-94-3
189
1,2,4,5-Tetrachlorobenzene
10.0
ug/L
U
SW8468270D
2.7
10.0
10.0
1
10/11/2019
10/15/2019
10/16/2019 34
81-03
8103-MW02
120-82-1
199
1,2,4-Trichlorobenzene
10.0
ug/L
U
SW8468270D
0.6
10.0
10.0
1
10/11/2019
10/15/2019
10/16/2019 34

Scarlett Geophysical - Rutherford Central Landfill - October 2019 - MNA
NC LABORATORY
FACILITY
WELL ID
CAS Number
SWS
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
DILUTION
COLLECT
EXTRACTION
ANALYSIS
CERTIFICATION
PERMIT
ID
FACTOR
DATE
DATE
DATE
NUMBER
81-03
8103-MW02
126-68-1
207
0,0,0-Tncthyl phosphorothioatc
10.0
ug/L
U
SW8468270D
3.7
10.0
10.0
1
10/11/2019
10/15/2019
10/16/2019 34
81-03
8103-MW02
297-97-2
89
0,0-Diethylo-2-pyrozinyl
20.0
µg/I,
U
SW8468270D
1.9
20.0
20.0
1
10/11/2019
10/15/2019
10/16/2019 34
81-03
8103-MW02
630-20-6
190
1, 1, 1,2-Tetrachloroethane
5.0
µg/I,
U
SW8468260B
0.1
0.5
5.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
71-55-6
200
1, 1, 1 -Trichloroethane
1.0
µg/I,
U
SW8468260B
0.1
0.5
1.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
79-34-5
191
1,1,2,2-Tetrachloroethane
3.0
µg/I,
U
SW8468260B
0.1
0.5
3.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
79-00-5
202
1,1,2-Trichloroethane
1.0
µg/I,
U
SW8468260B
0.2
0.5
1.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
75-34-3
75
1,1-Dichloroethane
5.0
µg/I,
U
SW8468260B
0.2
0.5
5.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
75-35-4
77
1,1-Dichloroethene
5.0
µg/I,
U
SW8468260B
0.1
0.5
5.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
96-18-4
206
1,2,3-Trichloropropane
1.0
µg/I,
U
SW846 8260B
0.1
0.5
1.0
1
10/11/2019
N/A
10/23/2019 34
81-03
8103-MW02
95-94-3
189
1,2,4,5-Tetrachlorobenzene
10.0
ug/L
U
SW8468270D
2.7
10.0
10.0
1
10/11/2019
10/15/2019
10/16/2019 34
81-03
8103-MW02
120-82-1
199
1,2,4-Trichlorobenzene
10.0
ug/L
U
SW8468270D
0.6
10.0
10.0
1
10/11/2019
10/15/2019
10/16/2019 34