8103_Rutherford_Central_MSWLF_CDLF_Fall2018GW_FID1320331_20190502

Re
Data - Email CD (data loaded: Yes / No ) Doc/Event #:
NC DENR Environmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
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: wscarlett@,,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 OCT 1-8, 2018
CENTRAL LANDFILL RUTHERFORDTON, NC
Environmental Status: (Check all that apply)
Initial/Background Monitoring �X Detection Monitoring ❑X Assessment Monitoring ❑X Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells
Groundwater monitoring data from private water supply wells
Leachate monitoring data
aivfacp water monitoring data
Methane gas monitoring data
0 Corrective action data (specify) MNA
Other(specify) C&D
Notification attached?
No. No groundwater or surface water standards were exceeded.
e 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, 1 have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
F w RCARI FTT JR PG 919-452-1236
Facility Reeative Name (P int) Title 1Hrea Loae) ieiepnune
p/s rvuiiiuci
/ _ � APR 29, 2018 Affix NC Licensed/ Professional Geologist Seal
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Date
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500 HEPOWIL TRACE, HILLSBOROUGH, NC 27278
Facility Representative Address
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
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RUTHERFORD COUNTY CENTRAL SANITARY LANDFILL
APPENDIX I DETECTION MONITORING
APPENDIX II TRIGGERED CONSTITUENTS
MNA PARAMETERS
C&D PARAMETERS
OCTOBER 2018 SAMPLING
I hereby certify this 25th day of April, 2019, that this report was prepared by me or under my
direct supervision.
Technical review performed by:
Principal Geologist/GA
E. W. Scarlett, Jr., P.G.
C�.. Wl 'tic Q
Reviewer
C. W. Scarlett
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S�ARW�:.••'.

RUTHERFORD COUNTY
CENTRAL SANITARY LANDFILL
APPENDIX I DETECTION MONITORING
APPENDIX II TRIGGERED CONSTITUENTS
MNA PARAMETERS
C&D PARAMETERS
OCTOBER 2018 SAMPLING
FORWEIRWIT •;
RUTHERFORD COUNTY
SGC PROJECT NUMBERS 0001.001 AND 0001.006
APRIL 25, 2019
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 2018 SAMPLING
I hereby certify this 25th day of April, 2019, that this report was prepared by me or under my
direct supervision.
Technical 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
6.0 REFERENCES
i
6
6
7
8
8
8
8
12
13
13
15
15
16
16

TABLES
Table 1 Summary of Monitoring Well Data, Central Sanitary Landfill
Table 2 Ground and Surface Water Sampling Field Data, Central Sanitary Landfill, October
1-8, 2018
Table 3 Groundwater Sampling Results, Appendix I Inorganic Constituents by SW-846
Method 6010, Central Sanitary Landfill, October 1-8, 2018
Table 4 Groundwater Sampling Results, Appendix I Volatile Organic Constituents by SW-
846 Method 8260, Central Sanitary Landfill, October 1-8, 2018
Table 5 Groundwater Sampling Results, Appendix II Triggered Constituents, Central
Sanitary Landfill, October 1-8, 2018
Table 6 Groundwater Sampling Results, Monitored Natural Attenuation Parameters, Central
Sanitary Landfill, October 1-8, 2018
Table 7 Groundwater and Surface Water Sampling Results, C&D Parameters, Central
Sanitary Landfill, October 1-8, 2018
Table 8 Summary of Sampling Events, Central Sanitary Landfill, October 1993-October
2018
Table 9 Groundwater Flow Rates, Central Sanitary Landfill, October 1-8, 2018
Table 10 Surface Water Sampling Results, Appendix I Inorganic Constituents by SW-846
Method 6010, Central Sanitary Landfill, October 1-8, 2018
Table 11 Surface Water Sampling Results, Appendix I Volatile Organic Constituents by SW-
846 Method 8260, Central Sanitary Landfill, October 1-8, 2018
Table 12 Notification Table, Constituents Detected At or Above Groundwater Standards,
Central Sanitary Landfill, October 1-8, 2018
Table 13 Notification Table, Constituents Detected at or Above Surface Water Standards,
Central Sanitary Landfill, October 1-8, 2018

FIGURES
Figure 1 Site Location Map
Figure 2 Groundwater Contour Map, October 1-8, 2018
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 2018 SAMPLING
1.0 EXECUTIVE SUMMARY
Sixteen monitoring wells and four stream locations at the Rutherford County Central Sanitary
Landfill were sampled October 1-8, 2018. 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-lOA, 8103-MW-1013, 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
facility's water quality monitoring. All sampling was conducted in accordance with North
Carolina Solid Waste Management Guidelines.
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-1013, 8103-MW-10C, 8103-MW-lOD, 8103-MW-11A, 8103-MW-1113,
8103-MW-12, 8103-MW-13, 8103-MW-14, and 8103-MW-15 were submitted to a North Carolina
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 11 assessment monitoring constituent list. Samples from 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, and 8103-MW-11B were also analyzed for triggered Federal Appendix 11 assessment
monitoring constituents. In this report, the term "triggered Appendix 11 constituent" refers to any
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Rutherford County, NC Page 1

Appendix II constituent not included in the Appendix I list that was detected above the quantitation
limit established by the Solid Waste Section during a previous sampling event. Samples from
surface water locations 8103-SW-2, 8103-SW-3, 8103-SW-4, and 8103-SW-5 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-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 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.
In addition to Appendix I parameters, samples from 8103-MW-2, 8103-MW-3, 8103-MW-12,
8103-MW-13, 8103-MW-14, and 8103-MW-15 were analyzed for the C&D parameters set forth in
the NC Solid Waste Section approved monitoring plan. Surface water samples 8103-SW-2, 8103-
SW-3, 8103-SW-4, and 8103-SW-5 were also analyzed for the C&D parameters. The results of the
laboratory analyses for the C&D parameters are discussed in Section 5.4.
Beginning with this sampling event, all monitoring well and surface water samples were analyzed
for 1,4-dioxane.
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-4, 8103-MW-6, 8103-MW-7, 8103-MW-IOB, 8103-MW-10C, 8103-MW-IOD,
8103-MW-11A, 8103-MW-1113, 8103-MW-12, and 8103-MW-13; lead in 8103-MW-1113; thallium
in 8103-MW-6, 8103-MW-IOD, 8103-MW-11A, 8103-MW-12, and 8103-MW-13; and vanadium
in 8103-MW-2, 8103-MW-3, 8103-MW-4, 8103-MW-7, 8103-MW-8, 8103-MW-10B, 8103-MW-
I0C, 8103-MW-11A, 8103-MW-11B, 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. Ten Appendix I inorganic
constituents (barium, beryllium, cadmium, chromium, copper, lead, nickel, selenium, silver, and
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Rutherford County, NC Page 2

zinc) were detected in one or more of the monitoring well samples at concentrations at or above the
Method Detection Limits (MDLs), but below the 2L or 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-10D;
tetrachloroethene in 8103-MW-IOD; and vinyl chloride in 8103-MW-6, 8103-MW-lOD, and 8103-
MW-1IA) exceeded the 2L or NCGP Standards on the date the samples were collected. Ten
Appendix I volatile organic constituents (1,1-dichloroethane; 1,2-dichlorobenzene; 1,4-
dichlorobenzene; benzene; chlorobenzene; chloroethane; cis-1,2-dichloroethene; total xylenes;
trichloroethene; and trichlorofluoromethane) were detected in one or more of the monitoring well
samples at concentrations at or above the MDLs, but below the 2L or NCGP Standards.
No Appendix II triggered constituent concentrations exceeded the 15A NCAC 2L or NCGP
Standards on the date the samples were collected. Two Appendix 11 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.
Concentrations of two MNA parameters (chloride in 8103-MW-6 and iron in 8103-MW-2, 8103-
MW-4, 8103-MW-6, 8103-MW-10D, and 8103-MW-11A) and of three C&D parameters (iron in
8103-MW-2, 8103-MW-3, 8103-MW-12, 8103-MW-13, 8103-MW-14, and 8103-MW-15; and
manganese in 8103-MW-3, 8103-MW-12, 8103-MW-13, and 8103-MW-15) exceeded the 2L or
NCGP Standards on the date the samples were collected.
Concentrations of 1,4-dioxane exceeded the 2L Standard in 8103-MW-3, 8103-MW-6, 8103-MW-
7, 8103-MW-8, 8103-MW-11A, and 8103-MW-12. 1,4-dioxane was detected in several
monitoring well samples at concentrations at or above the MDLs, but below the 2L Standards.
No Appendix I inorganic constituents were detected in the surface water samples at concentrations
that exceeded the 15A NCAC 2B Standards for Class B/C Surface Waters (213). Three Appendix I
inorganic constituents (cadmium, chromium, and nickel) were detected in one or more of the
surface water samples in concentrations above the MDLs, but below the 2B Standards. Three
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Appendix I inorganic constituents that do not have established standards (barium, cobalt, and
vanadium) were detected in one or more of the surface water samples at concentrations above the
MDLs.
One Appendix I inorganic constituent (copper in 8103-SW-5a) was detected at a concentration that
exceeded the Recommended Action Level (RAC). One constituent (zinc) was detected in all
surface water samples at concentrations above the MDLs but below the RAC.
No Appendix I organic constituents were detected in the surface water samples.
1,4-dioxane was detected in 8103-SW-2 and 8103-SW-5a at concentrations above the MDL. There
is no established 2B Standard.
One C&D constituent (mercury in 8103-SW-2 and 8103-SW-4) was detected in the surface water
samples at concentrations that exceeded the 2B Standards.
The surface water samples were collected from creeks along the northern, western, and southern
perimeters of the landfill property.
2.0 INTRODUCTION
Central Sanitary Landfill is a Solid Waste Management Facility (SWMF) located off 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:
• 2018 semi-annual C&D water quality monitoring
• 2018 semi-annual Appendix I detection monitoring
• 2018 semi-annual Appendix II (triggered constituents only) assessment monitoring
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• 2018 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-13, 8103-MW-14, 8103-MW-15, 8103-SW-2, 8103-SW-3, 8103-SW-4,
and 8103-SW-5 were analyzed for the Appendix I constituent list and the C&D parameters set forth
in the NC Solid Waste approved monitoring plan plus aluminum.
To complete the semi-annual Appendix I and triggered Appendix 11 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-IOB, 8103-MW-IOC, 8103-MW-IOD, 8103-
MW-11A, and 8103-MW-11B were analyzed for the full list of Appendix I constituents and
triggered 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-10A, 8103-MW-IOB, 8103-MW-10C, 8103-MW-10D, 8103-MW-
I IA, and 8103-MW-11B 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.
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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-10D, and 8103-MW-1 ]A
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:
• Sampled sixteen monitoring wells and four surface water locations at the Central Sanitary
Landfill SWMF.
0 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 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 October 1-8, 2018. 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. Each well was 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
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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,
and 8103-MW-9 were collected using a properly decontaminated pneumatic pump and dedicated
tubing. Samples from 8103-MW-7, 8103-MW-1013, 8103-MW-10C, 8103-MW-1113, 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
glassware, packed on ice, and placed under chain -of -custody. The sampling technician wore new
latex gloves, which were changed between wells and used separate bailers at each of the bailed
wells to minimize the possibility of cross contamination. 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 1 and 8, 2018. 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 on 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
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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
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. The subsequent history for the semi-annual sampling events designed to evaluate
the effectiveness of MNA as a groundwater protection strategy is documented in Table 8. The
MNA performance wells are 8103-MW-2, 8103-MW-4, 8103-MW-6, 8103-MW-8, 8103-MW-9,
8103-MW-1 OD, and 8103-MW-1IA.
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
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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 11 constituents. Table 6 summarizes the results of the laboratory analyses
for MNA parameters in 8103-MW-2, 8103-MW-4, 8103-MW-6, 8103-MW-8, 8103-MW-9, 8103-
MW-I0D, and 8103-MW-11A. Table 7 summarizes the results for the additional C&D parameters
required by the current C&D monitoring plan. Complete laboratory reports for all Appendix I,
triggered Appendix 11, MNA, and C&D analytical testing are included in Appendix B. The
Electronic Data Deliverable file for the complete data set (EDD Oct 2018 Composite) is included
in the digital report submission to the Solid Waste Section, as are separate files for the Appendix 1,
triggered Appendix II, and MNA data (EDD Oct 2018 MNA) and for the C&D data (EDD Oct
2018 C&D).
The groundwater sample analyses revealed that the below listed Appendix I constituents had
concentrations above 2L or NCGP Standards in one or more of the wells.
0 Chromium was detected in 8103-MW-IOB 26.3 ppb, 8103-MW-IOC at 23.5 ppb and 8103-
MW-11B at 67.2 ppb. The 2L Standard is 10.0 ppb.
• Cobalt was detected in 8103-MW-3 at 1.2 ppb, 8103-MW-4 at 1.3 ppb, 8103-MW-6 at 44.5
ppb, 8103-MW-7 at 1.9 ppb, 8103-MW-IOB at 17.4 ppb, 8103-MW-IOC at 10.7 ppb, 8103-
MW-10D at 27.1 ppb, 8103-MW-11A at 12.5 ppb, 8103-MW-11B at 28.4 ppb, 8103-MW-
12 at 4.3 ppb, and 8103-MW-13 at 4.7 ppb. The NCGP Standard is 1.0 ppb.
• Lead was detected in 8103-MW-I I at 23.7 ppb. The 2L Standard is 15.0 ppb.
• Thallium was detected in 8103-MW-6 at 34.3 ppb, 8103-MW-IOD at 4.4 ppb, 8103-MW-
IIA at 14.2 ppb, 8103-MW-12 at 3.4 ppb, and 8103-MW-13 at 2.7 ppb. The NCGP
Standard is 0.28 ppb.
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• Vanadium was detected in 8103-MW-2 at 2.1 ppb, 8103-MW-3 at 2.3 ppb, 8103-MW-4 at
8.6 ppb, 8103-MW-7 at 5.9 ppb, 8103-MW-8 at 1.5 ppb, 8103-MW-10B at 53.8 ppb, 8103-
MW-IOC at 42.8 ppb, 8103-MW-11A at 0.9 ppb, 8103-MW-11B at 136.0, 8103-MW-12 at
9.5 ppb, 8103-MW-13 at 2.9 ppb, 8103-MW-14 at 2.4 ppb, and 8103-MW-15 at 2.7 ppb.
The NCGP Standard is 0.3 ppb.
• 1,2-Dichloropropane was detected in 8103-MW-9 at 20.3 ppb. The 2L Standard is 0.6 ppb.
• 1,4-Dichlorobenzene was detected in 8103-MW-6 at 6.9 ppb. The 2L Standard is 6.0 ppb.
• 1,4-Dioxane was detected in 8103-MW-3 at 22.9 ppb, 8103-MW-6 at 108.0 ppb, 8103-
MW-7 at 5.3 ppb, 8103-MW-8 at 7.0 ppb, 8103-MW-11A at 10.8 ppb, and 8103-MW-12 at
4.8 ppb. The 2L Standard is 3.0 ppb.
• Benzene was detected in 8103-MW-6 at 1.2 ppb and 8103-MW-10D at 1.0 ppb. The 2L
Standard is 1.0 ppb.
• Tetrachloroethene was detected in 8103-MW-IOD at 1.3 ppb. The 2L Standard is 0.7 ppb.
• Vinyl Chloride was detected in 8103-MW-6 at 0.4 ppb, 8103-MW-IOD at 0.4 ppb, 8103-
MW-11A at 0.7 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.
• Barium
• Beryllium
• Cadmium
• Chromium
• Copper
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 10

• Lead
• Nickel
• Silver
• Zinc
• 1, 1 -Dichloroethane
• 1,2-Dichloroethane
• 1,4-Dichlorobenzene
• 1,4-Dioxane
• Benzene
• Chlorobenzene
• Chloroethane
• Cis-1,2-Dichloroethene
• Total Xylenes
• Trichloroethene
• Trichlorofluoromethane
The groundwater sample analyses did not reveal any Appendix 11 triggered constituents at
concentrations above the 2L or NCGP Standards.
The following Appendix Il 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 groundwater sample analyses revealed that the following MNA parameters had concentrations
above the 2L Standards in one or more of the wells. A summary of these analytical results is
provided below.
• Chloride was detected in 8103-MW-6 at 284,000 ppb. The 2L Standard is 250,000 ppb.
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 11

• Iron was detected in 8103-MW-2 at 1,060.0 ppb, 8103-MW-4 at 1,190.0 ppb, 8103-MW-6
at 3,790.0 ppb, 8103-MW-IOD at 734.0 ppb, and 8103-MW-11A at 3,890.0 ppb. The 2L
Standard is 300.0 ppb.
The results of the laboratory analyses for MNA parameters are presented in Table 6 and discussed
in Section 5.3.
The groundwater sample analyses revealed that the following C&D parameters had concentrations
above the 2L or NCGP Standards in one or more of the wells. A summary of these analytical
results is provided below.
• Iron was detected in 8103-MW-2 at 1,060.0 ppb, 8103-MW-3 at 1,060.0 ppb, 8103-MW-12
at 4,500.0 ppb, 8103-MW-13 at 2,570.0 ppb, 8103-MW-14 at 637.0 ppb, and 8103-MW-15
at 1,020.0 ppb. The 2L Standard is 300.0 ppb.
• Manganese was detected in 8103-MW-3 at 275.0 ppb, 8103-MW-12 at 1,620.0 ppb, 8103-
MW-13 at 1,060.0 ppb, and 8103-MW-15 at 60.3 ppb. The 2L Standard is 50.0 ppb.
The results of the laboratory analyses for C&D parameters are presented in Table 7 and discussed
in Section 5.4.
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. These data are included in Table 9
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."
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 12

5.1.3 Groundwater Flow Direction and Rate
The static levels in the monitoring wells were measured October 1-8, 2018. The depths to the
water table ranged from 8.55 to 80.26 feet below the tops of well casings on these dates and
groundwater elevations ranged from 803.78 to 949.31 feet. 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, two
monitoring wells along the same flow path, or between a well or contour line 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 0.62 to 17.23 ft/yr (average = 6.80
ft/yr) and are included in Table 9.
5.2 Surface Water
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Rutherford County, NC Page 13

No Appendix I inorganic constituents exceeded the 2B Standards in any of the four surface water
samples collected during the October 2018 sampling event. The constituent listed below exceeded
the recommended Action Level.
• Copper was detected in 8103-SW-5A at 39.0 ppb. The Recommended Action Level is 7.0
ppb.
The following Appendix I inorganic constituents were detected at concentrations above the MDLs
but below established 2B Standards or Recommended Action Levels in one or more surface water
samples.
• Cadmium
• Chromium
• Nickel
• Zinc
The following Appendix I inorganic constituents were detected in in one or more surface water
samples in concentrations above the MDL. No 2B Standards have been established for these
constituents.
• Barium
• Cobalt
• Vanadium
No volatile organic constituents were detected in any of the surface water samples in
concentrations that exceeded the 2B Standards.
One volatile organic (1,4-dioxane in 8103-SW-2 and 8103-SW-5A) was detected in concentrations
above the MDL. No 2B Standards have been established for this constituent.
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 14

The results of the laboratory analyses for Appendix I constituents in the surface water samples are
summarized in Tables 10 and 11, and the complete laboratory reports are included in Appendix B.
5.3 Monitored Natural Attenuation
Evaluations of MNA performance based on the results of semi-annual samples collected since
October 2007 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. MNA parameters that exceeded 2L Standards are listed in Section
5.1.1.
The results of the MNA field parameter measurements are included in Table 2, and the results of
the MNA laboratory parameter analyses are presented in Table 6. The MNA data are presented in
Electronic Data Deliverable format in Appendix B (EDD Sep 2016 MNA).
5.4 C & D Monitoring
The ground and surface water sample analyses revealed that three C&D parameters exceeded the
2L or NCGP Standards for groundwater and two parameters exceeded the 2B Standards for surface
water. The groundwater parameters are listed in Section 5.1.1 and included below. The below
results also include surface water results. A complete summary of the C&D laboratory data is
provided in Table 7. The C&D data are presented in Electronic Data Deliverable format in
Appendix B (EDD Sep 2016 C&D).
• Iron was detected in 8103-MW-2 at 1,060.0 ppb, 8103-MW-3 at 1,060.0 ppb, 8103-MW-12
at 4,500.0 ppb, 8103-MW-13 at 2,570.0 ppb, 8103-MW-14 at 637.0 ppb, and 8103-MW-15
at 1,020.0 ppb. The 2L Standard is 300.0 ppb and the 2B Action Level is 1,000.0 ppb.
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 15

• Manganese was detected in 8103-MW-3 at 275.0 ppb, 8103-MW-12 at 1,620.0 ppb, 8103-
MW-13 at 1,060.0 ppb, and 8103-MW-15 at 60.3 ppb. The 2L Standard is 50.0 ppb.
• Mercury was detected in 8103-SW-2 at 0.04 ppb and 8103-SW-4 at 0.05 ppb. The 2B
Standard is 0.012 ppb.
5.5 Notifications
Groundwater constituent concentrations that exceeded the 2L or NCGP standards are listed in
Section 5.1.1, Section 5.3, Section 5.4, and in Tables 3, 4, 5, 6, and 7. Surface water constituent
concentrations that exceeded the 2B standards are listed in Section 5.2 and in Tables 7, 10, and 11.
A summary of groundwater notifications is provided in Table 12 and a summary of surface water
notifications is provided in Table 13.
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
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 may have been influenced by past
waste disposal, but it is likely that local geology has an impact. The upgradient well, 8103-MW-2,
typically shows no detectable volatile organic impacts (with the exception of 1,4-dioxane) but
shows a number of inorganic concentrations similar to those in downgradient wells. The surface
water sample location that is upgradient from all facility operations (8103-SW-4) shows inorganic
constituent concentrations that are similar to those detected in the downgradient surface water
samples.
5.6 Quality Assurance
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Rutherford County, NC Page 16

A duplicate sample was collected from 8103-MW-3 and 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 or any sample temperature concerns.
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 17

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.
NCDENR - Constituent List, Solid Waste Environmental Reporting Limits and Standards, June 13,
2011. Accessed at ncdenr.org December 2012.
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.
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 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, 1,4-Dioxane Analysis, Solid Waste Section
Limits and Laboratory Analytical Methods, May 29, 2018.
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 18

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Ix
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.."•+ .r• ■ I i . a11! „\ 11,s,tlNttN1�•,L; ai. _ :'"': \tali\ w ` i _ i = : . % �'')ff� ,Y /"'"..••-.,♦
f �..��•'�-"��tr�11I � w. i } I l t l Il }}lift Iff! s a a� .� �_ = ''/•i: +?a ai � w ♦ a , . i � r r f + ........., _ f i..it t_
` '� , �,_ .� ►! / J,ff+Nt/MI Ii�l \a is •�.. _ '+�'°' t i ♦ -: ra , i � = / y �'1 \"'.s.,.....,.-....^ '�•
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' Iltll r►/fr1llttlf `=.�♦♦`�� ##s?, Eltltflt, i t ia'/r ��Jr.�•+. ` �"` _
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1!t tI!!if }J)f�-s
A. `>� t l 1�� � • s f j + � f f. JI,4r�t)/S • i� ' '.1�-'�..r �``. "-r"i
f }}ry !riff �� 7"?: Q,� . l /'., f+.-� _ ♦ .-.• l
f' ,� i } Ittytttf ♦t } 'Y .l `---� Ji:JrN,lfr+" .'�- �-
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� CC � iti►ffj►ftlfAi���if �wi���`` '•• � - r,'! ,p R \ �','.,,�<�i/
--..,._ '""`-• itylltAt 1ti1 �♦\� .` a.: : ` - �_
'lilt
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__
w
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41
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PEI
mop ap
008
Ir -

Scarlett Geophysical - Rutherford Central Landfill - C & D Parameters
FACILITY
DILUTION
COLLECT
EXTRACTION
NC LABORATORY
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
ANALYSIS DATE
CERTIFICATION
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-SW5a
SW337
337
Alkalinity
21,400
µg/L
SM 2320B 1,000 1,000
NE
1
10/01/2018
N/A
10/4/2018
34
81-03
8103-SW5a
SW301
301
Chloride
6,360
µg/L
SM4500C1 C 1,000 1,000
NE
1
10/01/2018
N/A
10/5/2018
34
81-03
8103-SW5a
14808-79-8
315
Sulfate
10,000
µg/L
U SM4500 SO4 E 10,00010,000
NE
1
10/01/2018
N/A
10/18/2018
34
81-03
8103-SW5a
SW311
311
TDS
66,000
µg/L
SM2540 C 5,000 5,000
NE
1
10/01/2018
N/A
10/5/2018
34
U = Not detected.
RAL Sample #: 57090-06 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)
NE = Not Established

Scarlett Geophysical - Rutherford Central Landfill - Volatile Organics
FACILITY
DILUTION
COLLECT
EXTRACTION
NC LABORATORY
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MID,MRL
SWSL
ANALYSISDATE
CERTIFICATION
PERMIT
on
FACTOR
DATE
DATE
NUMBER
81-03
8103-MW3
630-20-6
190
1, 1, 1,2-Tetrachloroethane
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
71-55-6
200
1, 1, 1 -Trichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
79-34-5
191
1,1,2,2-Tetrachloroethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
79-00-5
202
1,1,2-Trichloroethane
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
75-34-3
75
1, 1 -Dichloroethane
5.0
µg/L
U
SW846 8260B
0.2
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
75-35-4
77
1, 1 -Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
96-18-4
206
1,2,3-Trichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
92-12-8
67
1,2-Dibromo-3-Chloropropane(DBCP)
13.0
µg/L
U
SW846 8260B
0.5
1.0
13.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
106-93-4
68
1,2-Dibromoethane (EDB)
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
95-50-1
69
1,2-Dichlorobenzene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
107-06-2
76
1,2-Dichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
78-87-5
82
1,2-Dichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
106-46-7
71
1,4-Dichlorobenzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
123-91-1
N/A
1,4-Dioxanne
22.9
µg/L
SW846 8260B Sim
1.2
4.0
N/A
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
78-93-3
141
2-Butanone
100
µg/L
U
SW846 8260B
0.9
25
100
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
591-78-6
124
2-Hexanone
50.0
µg/L
U
SW846 8260B
1.4
5.0
50.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
108-10-1
147
4-Methyl-2-Pentanone
100
µg/L
U
SW846 8260B
1.0
5.0
100
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
67-64-1
3
Acetone
100
µg/L
U
SW846 8260B
1.2
25
100
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
107-13-1
8
Acrylonitrile
200
µg/L
U
SW846 8260B
12.4
100
200
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
71-43-2
16
Benzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
74-97-5
28
Bromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
75-27-4
29
Bromodichloromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
75-25-2
30
Bromoform
3.0
µg/L
U
SW846 8260B
0.3
1.0
3.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
74-83-9
136
Bromomethane
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
75-15-0
35
Carbon Disulfide
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
56-23-5
36
Carbon Tetrachloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
108-90-7
39
Chlorobenzene
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
75-00-3
41
Chloroethane
10.0
µg/L
U
SW846 8260B
0.1
1.0
10.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
67-66-3
44
Chloroform
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
74-87-3
137
Chloromethane
1.0
µg/L
U
SW846 8260B
0.1
1.0
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
156-59-2
78
Cis-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
10061-01-5
86
Cis-1,3-Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
124-48-1
66
Dibromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
74-95-3
139
Dibromomethane
10.0
µg/L
U
SW846 8260B
0.3
0.5
10.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
100-41-4
110
Ethyl Benzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
74-88-4
142
Methyl Iodide
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
75-09-2
140
Methylene Chloride
1.0
µg/L
U
SW846 8260B
0.6
1.0
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
100-42-5
186
Styrene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
127-18-4
192
Tetrachloroethene
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
109-99-9
N/A
Tetrahydrofuran
5.0
µg/L
U
SW846 8260B
5.0
5.0
N/A
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
108-88-3
196
Toluene
1.0
µg/L
U
SW846 8260B
0.3
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
1330-20-7
346
Total Xylenes
5.0
µg/L
U
SW846 8260B
0.3
1.0
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
156-60-5
79
Trans-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
10061-02-6
87
Trans-1,3-Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
110-57-6
73
Trans-1,4-Dichloro-2-butene
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
79-01-6
201
Trichloroethene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
75-69-4
203
Trichlorofluoromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
108-05-4
210
Vinyl Acetate
50.0
µg/L
U
SW846 8260B
0.2
1.0
50.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW3
75-01-4
211
Vinyl Chloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
U = Not detected.
RAL Sample #: 57090-01 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.

N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)

Scarlett Geophysical - Rutherford Central Landfill - Inorganics
NC LABORATORY
FACILITY
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
DILUTION
COLLECT DATE
EXTRACTION
ANALYSIS DATE
CERTIFICATION
PERMIT
FACTOR
DATE
NUMBER
81-03
8103-MW3
7429-90-5
NE
Aluminum
314
µg/L
SW846 6010C
21.2
100
NE
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7440-36-0
13
Antimony
6.0
µg/L
U
SW846 6010C
1.9
5.0
6.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7440-38-2
14
Arsenic
10.0
µg/L
U
SW846 6010C
5.5
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7440-39-3
15
Barium
167
µg/L
SW846 6010C
1.1
40.0
100
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7440-41-7
23
Beryllium
1.0
µg/L
U
SW846 6010C
0.2
1.0
1.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
744-43-9
34
Cadmium
0.4
µg/L
J
SW846 6010C
0.2
1.0
1.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7440-47-3
51
Chromium
1.8
µg/L
J
SW846 6010C
0.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7440-48-4
53
Cobalt
1.2
µg/L
J
SW846 6010C
0.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7440-50-8
54
Copper
1.3
µg/L
J
SW846 6010C
2.0
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7439-89-6
340
Iron
1,060
µg/L
SW846 6010C
21.5
50.0
NE
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7439-92-1
131
Lead
10.0
µg/L
U
SW846 6010C
2.0
5.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7439-96-5
342
Manganese
27.5
µg/L
SW846 6010C
0.2
10.0
NE
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7439-97-6
132
Mercury
0.2
µg/L
U
SW846 7470A
0.01
0.2
0.2
1
10/01/2018
10/22/2018
10/23/2018
34
81-03
8103-MW3
7440-02-0
152
Nickel
1.5
µg/L
J
SW846 6010C
0.6
10.0
50.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7782-49-2
183
Selenium
10.0
µg/L
U
SW846 6010C
6.3
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7440-22-4
184
Silver
10.0
µg/L
U
SW846 6010C
1.1
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7440-28-0
194
Thallium
5.5
µg/L
U
SW846 6010C
2.7
5.0
5.5
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7440-62-2
209
Vanadium
2.3
µg/L
J
SW846 6010C
0.4
10.0
25.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW3
7440-66-6
213
Zinc
9.0
µg/L
J
SW846 6010C
2.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
U = Not detected.
RAL Sample #: 57090-01 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)

Scarlett Geophysical - Rutherford Central Landfill - C & D Parameters
FACILITY
DILUTION
EXTRACTION
NC LABORATORY
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
COLLECT DATE
ANALYSIS DATE
CERITHCATION
PERMIT
FACTOR
DATE
NUMBER
81-03
8103-MW3
SW337
337
Alkalinity
342,000
µg/L
SM 2320B 1,000 1,000
NE
1 10/01/2018
N/A
10/04/2018
34
81-03
8103-MW3
SW337
301
Chloride
48,400
µg/L
SM4500C1 C 1,000 1,000
NE
1 10/01/2018
N/A
10/05/2018
34
81-03
8103-MW3
SW337
315
Sulfate
42,700
µg/L
SM4500 SO4 E 10,00010,000
NE
1 10/01/2018
N/A
10/18/2018
34
81-03
8103-MW3
SW337
311
TDS
572,000
µg/L
SM2540 C 5,000 5,000
NE
1 10/01/2018
N/A
10/05/2018
34
U = Not detected.
RAL Sample #: 57090-01 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)
NE = Not Established

Scarlett Geophysical - Rutherford Central Landfill - Volatile Organics
NC LABORATORY
FACILITY
WELL ID
CAS Number
SS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
DILUTION
COLLECT
EXTRACTION
ANALYSIS DATE
CERTIFICATION
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-MW12
630-20-6
190
1, 1, 1,2-Tetrachloroethane
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
71-55-6
200
1, 1, 1 -Trichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
79-34-5
191
1,1,2,2-Tetrachloroethane
3.0
µg/L
U
SW846 8260E
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
79-00-5
202
1,1,2-Trichloroethane
5.0
µg/L
U
SW846 8260B
0.2
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
75-34-3
75
1, 1 -Dichloroethane
5.0
µg/L
U
SW846 8260B
0.2
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
75-35-4
77
1, 1 -Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
96-18-4
206
1,2,3-Trichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
92-12-8
67
1,2-Dibromo-3-Chloropropane(DBCP)
13.0
µg/L
U
SW846 8260B
0.5
1.0
13.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
106-93-4
68
1,2-Dibromoethane (EDB)
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
95-50-1
69
1,2-Dichlorobenzene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
107-06-2
76
1,2-Dichloroethane
1.0
µg/L
U
SW846 8260E
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
78-87-5
82
1,2-Dichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
142-28-9
83
1,3-Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
106-46-7
71
1,4-Dichlorobenzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
123-91-1
N/A
1,4-Dioxanne
4.8
µg/L
SW846 8260B Sim
1.2
4.0
N/A
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
78-93-3
141
2-Butanone
100
µg/L
U
SW846 8260B
0.9
25
100
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
591-78-6
124
2-Hexanone
50.0
µg/L
U
SW846 8260E
1.4
5.0
50.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
108-10-1
147
4-Methyl-2-Pentanone
100
µg/L
U
SW846 8260B
1.0
5.0
100
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
67-64-1
3
Acetone
100
µg/L
U
SW846 8260B
1.2
25
100
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
107-13-1
8
Acrylonitrile
200
µg/L
U
SW846 8260B
12.4
100
200
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
71-43-2
16
Benzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
74-97-5
28
Bromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
75-27-4
29
Bromodichloromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
75-25-2
30
Bromoform
3.0
µg/L
U
SW846 8260B
0.3
1.0
3.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
74-83-9
136
Bromomethane
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
75-15-0
35
Carbon Disulfide
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
56-23-5
36
Carbon Tetrachloride
1.0
µg/L
U
SW846 8260E
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
108-90-7
39
Chlorobenzene
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
75-00-3
41
Chloroethane
10.0
µg/L
U
SW846 8260B
0.1
1.0
10.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
67-66-3
44
Chloroform
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
74-87-3
137
Chloromethane
1.0
µg/L
U
SW846 8260B
0.1
1.0
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
156-59-2
78
Cis-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
10061-01-5
86
Cis- 1,3 -Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
124-48-1
66
Dibromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
74-95-3
139
Dibromomethane
10.0
µg/L
U
SW846 8260B
0.3
0.5
10.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
75-71-8
74
Dichlorodifluoramethane
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
100-41-4
110
Ethyl Benzene
1.0
µg/L
U
SW846 8260E
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
74-88-4
142
Methyl Iodide
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
75-09-2
140
Methylene Chloride
1.0
µg/L
U
SW846 8260B
0.6
1.0
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
100-42-5
186
Styrene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
127-18-4
192
Tetrachloroethene
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
109-99-9
83
Tetrahydrofuran
5.0
µg/L
U
SW846 8260B
5.0
5.0
N/A
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
108-88-3
196
Toluene
1.0
µg/L
U
SW846 8260B
0.3
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
1330-20-7
346
Total Xylenes
5.0
µg/L
U
SW846 8260B
0.3
1.0
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
156-60-5
79
Trans-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
10061-02-6
87
Trans- l,3-Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
110-57-6
73
Trans-1,4-Dichloro-2-butene
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
79-01-6
201
Trichloroethene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
75-69-4
203
Trichlorofluoromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
108-05-4
210
Vinyl Acetate
50.0
µg/L
U
SW846 8260B
0.2
1.0
50.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW12
75-01-4
211
Vinyl Chloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
U = Not detected.
RAL Sample #: 57090-02 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)

Scarlett Geophysical - Rutherford Central Landfill
- Inorganics
NC LABORATORY
FACILITY
PERMIT
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
DIRT,
ti%N'tiL
DILUTION
FACTOR
COLLECT DATE
EXTRACTION DATE
ANALYSIS DATE
CERTIFICATION
NUMBER
81-03
8103-MW12
7429-90-5
NE
Aluminum
2,400
µg/L
SW846 6010C
21.2
100
NE
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7440-36-0
13
Antimony
6.0
µg/L
U
SW8466010C
1.9
5.0
6.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7440-38-2
14
Arsenic
10.0
µg/L
U
SW846601OC
5.5
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7440-39-3
15
Barium
140
µg/L
SW846 601OC
1.1
40.0
100
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7440-41-7
23
Beryllium
1.0
µg/L
U
SW8466010C
0.2
1.0
1.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
744-43-9
34
Cadmium
0.3
µg/L
J
SW846 601OC
0.2
1.0
1.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7440-47-3
51
Chromium
6.8
µg/L
J
SW846 6010C
0.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7440-48-4
53
Cobalt
4.3
µg/L
J
SW846 601OC
0.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7440-50-8
54
Copper
8.8
µg/L
J
SW846 6010C
2.0
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7439-89-6
340
Iron
4,500
µg/L
SW846 6010C
21.5
50.0
NE
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7439-92-1
131
Lead
2.4
µg/L
J
SW846601OC
2.0
5.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7439-96-5
342
Manganese
1,620
µg/L
SW846 601OC
0.2
10.0
NE
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7439-97-6
132
Mercury
0.02
µg/L
J
SW8467470A
0.01
0.2
0.2
1
10/01/2018
10/22/2018
10/23/2018 34
81-03
8103-MW12
7440-02-0
152
Nickel
3.8
µg/L
J
SW846601OC
0.6
10.0
50.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7782-49-2
183
Selenium
10.0
µg/L
U
SW846601OC
6.3
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7440-22-4
184
Silver
10.0
µg/L
U
SW846 6010C
1.1
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7440-28-0
194
Thallium
3.4
µg/L
J
SW846 601OC
2.7
5.0
5.5
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7440-62-2
209
Vanadium
9.5
µg/L
J
SW846 6010C
0.4
10.0
25.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW12
7440-66-6
213
Zinc
22.0
µg/L
SW846 6010C
2.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
U = Not detected.
RAL Sample #: 57090-02 7 = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)

Scarlett Geophysical -
Rutherford Central Landfill - MNA Parameters
NC LABORATORY
FACILITY
FELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
NIETHOD
MDL
MRL
SWSL
DILUTION
COLLECT
EXTRACTION
ANALYSIS DATE
CERTIFICATION
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-MW12
SW337
337
Alkalinity
253,000
µg/L
SM2320B 1,000 1,000
NE
1
10/01/2018
N/A
10/04/2018 34
81-03
8103-MW12
SW301
301
Chloride
9,780
µg/L
SM4500CIC 1,000 1,000
NE
1
10/01/2018
N/A
10/05/2018 34
81-03
8103-MW12
14808-79-8
315
Sulfate
10,000
µg/L
U SM4500 SO4 E 10,00(10,000
NE
1
10/01/2018
N/A
10/18/2018 34
81-03
8103-MW12
SW311
311
TDS
323,000
µg/L
SM2540 C 5,000 5,000
NE
1
10/01/2018
N/A
10/05/2018 34
NE = Not Established
U = Not detected.
RAL Sample #: 57090-02 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)
nM = nano Moles

Scarlett Geophysical - Rutherford Central Landfill - Volatile Organics
FACILITY
DILUTION
COLLECT
EXTRACTION
NC LABORA7oRY
WELL ID
CAS Number
SWSID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
�'�L'SIS DATE
CERTIMBER N
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-MW14
630-20-6
190
1, 1, 1,2-Tetrachloroethane
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
71-55-6
200
1,1,1-Trichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
79-34-5
191
1,1,2,2-Tetrachloroethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
79-00-5
202
1,1,2-Trichloroethane
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
75-34-3
75
1,1-Dichloroethane
5.0
µg/L
U
SW846 8260B
0.2
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
75-35-4
77
1,1-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
96-18-4
206
1,2,3-Trichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
92-12-8
67
1,2-Dibromo-3-Chloropropane(DBCP)
13.0
µg/L
U
SW846 8260B
0.5
1.0
13.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
106-93-4
68
1,2-Dibromoethane (EDB)
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
95-50-1
69
1,2-Dichlorobenzene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
107-06-2
76
1,2-Dichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
78-87-5
82
1,2-Dichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
10646-7
71
1,4-Dichlorobenzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
123-91-1
N/A
1,4-Dioxanne
2.5
µg/L
J
SW846 8260B Sim
1.2
4.0
N/A
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
78-93-3
141
2-Butanone
100
µg/L
U
SW846 8260B
0.9
25
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
591-78-6
124
2-Hexanone
50.0
µg/L
U
SW846 8260B
1.4
5.0
50.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
108-10-1
147
4-Methyl-2-Pentanone
100
µg/L
U
SW846 8260B
1.0
5.0
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
67-64-1
3
Acetone
100
µg/L
U
SW846 8260B
1.2
25
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
107-13-1
8
Acrylonitrile
200
µg/L
U
SW846 8260B
12.4
100
200
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
71-43-2
16
Benzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
74-97-5
28
Bromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
75-27-4
29
Bromodichloromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
75-25-2
30
Bromoform
3.0
µg/L
U
SW846 8260B
0.3
1.0
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
74-83-9
136
Bromomethane
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
75-15-0
35
Carbon Disulfide
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
56-23-5
36
Carbon Tetrachloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
108-90-7
39
Chlorobenzene
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
75-00-3
41
Chloroethane
10.0
µg/L
U
SW846 8260B
0.1
1.0
10.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
67-66-3
44
Chloroform
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
74-87-3
137
Chloromethane
1.0
µg/L
U
SW846 8260B
0.1
1.0
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
156-59-2
78
Cis-1,2-Dichloroethene
0.3
µg/L
J
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
10061-01-5
86
Cis- 1,3 -Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
12448-1
66
Dibromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
74-95-3
139
Dibromomethane
10.0
µg/L
U
SW846 8260B
0.3
0.5
10.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
100414
110
Ethyl Benzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
74-88-4
142
Methyl Iodide
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
75-09-2
140
Methylene Chloride
1.0
µg/L
U
SW846 8260B
0.6
1.0
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
10042-5
186
Styrene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
127-18-4
192
Tetrachloroethene
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
109-99-9
N/A
Tetrahydrofuran
5.0
µg/L
U
SW846 8260B
5.0
5.0
N/A
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
108-88-3
196
Toluene
1.0
µg/L
U
SW846 8260B
0.3
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
1330-20-7
346
Total Xylenes
5.0
µg/L
U
SW846 8260B
0.3
1.0
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
156-60-5
79
Trans-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
10061-02-6
87
Trans- 1,3 -Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
110-57-6
73
Trans-1,4-Dichloro-2-butene
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
79-01-6
201
Trichloroethene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
75-69-4
203
Trichlorofluoromethane
0.2
µg/L
J
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
108-05-4
210
Vinyl Acetate
50.0
µg/L
U
SW846 8260B
0.2
1.0
50.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-MW14
75-01-4
211
Vinyl Chloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
RAL Sample #: 57090-03
N/A = Not Applicable
U = Not detected.
J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
µg/L = micrograms per Liter = parts per billion (ppb)

Scarlett Geophysical - Rutherford Central Landfill - Inorganics
NC LABORATORY
FACILITY
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
M DL
MRL
SWSL
DILUTION
COLLECT
EXTRACTION
ANALYSIS DATE
CERTIFICATION
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-MW-14
7429-90-5
NE
Aluminum
504
µg/L
SW846 6010C
21.2
100
NE
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7440-36-0
13
Antimony
6.0
µg/L
U
SW846 6010C
1.9
5.0
6.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7440-38-2
14
Arsenic
10.0
µg/L
U
SW846 6010C
5.5
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7440-39-3
15
Barium
83.4
µg/L
J
SW846 6010C
1.1
40.0
100
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7440-41-7
23
Beryllium
1.0
µg/L
U
SW846 6010C
0.2
1.0
1.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
744-43-9
34
Cadmium
1.0
µg/L
U
SW846 6010C
0.2
1.0
1.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7440-47-3
51
Chromium
1.6
µg/L
J
SW846 6010C
0.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7440-48-4
53
Cobalt
10.0
µg/L
U
SW846 6010C
0.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7440-50-8
54
Copper
10.0
µg/L
U
SW846 6010C
2.0
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7439-89-6
340
Iron
637
µg/L
SW846 6010C
21.5
50.0
NE
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7439-92-1
131
Lead
10.0
µg/L
U
SW846 6010C
2.0
5.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7439-96-5
342
Manganese
29.3
µg/L
SW846 6010C
0.2
10.0
NE
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7439-97-6
132
Mercury
0.2
µg/L
U
SW846 7470A
0.01
0.2
0.2
1
10/01/2018
10/22/2018
10/23/2018 34
81-03
8103-MW-14
7440-02-0
152
Nickel
0.7
µg/L
J
SW846 6010C
0.6
10.0
50.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7782-49-2
183
Selenium
10.0
µg/L
U
SW846 6010C
6.3
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7440-22-4
184
Silver
10.0
µg/L
U
SW846 6010C
1.1
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7440-28-0
194
Thallium
5.5
µg/L
U
SW846 6010C
2.7
5.0
5.5
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7440-62-2
209
Vanadium
2.4
µg/L
J
SW846 6010C
0.4
10.0
25.0
1
10/01/2018
10/16/2018
10/18/2018 34
81-03
8103-MW-14
7440-66-6
213
Zinc
9.3
µg/L
J
SW846 6010C
2.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018 34
U = Not detected.
RAL Sample #: 57090-03 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)

Scarlett Geophysical - Rutherford Central Landfill - C & D Parameters
FACILITY
DILUTION
COLLECT
EXTRACTION
NCLABORATORY
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
ANALYSIS DATE
CERTIFICATION
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-MW14
SW337
337
Alkalinity
41,800
µg/L
SM2320B
1,000 1,000
NE
1
10/01/2018
N/A
10/4/2018
34
81-03
8103-MW14
SW301
301
Chloride
5,870
µg/L
SM4500CI C
1,000 1,000
NE
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-MW14
14808-79-8
315
Sulfate
24,600
µg/L
SM4500 SO4 E
10,00010,000
NE
1
10/01/2018
N/A
10/18/2018
34
81-03
8103-MW14
SW311
311
TDS
139,000
µg/L
SM2540 C
5,000 5,000
NE
1
10/01/2018
N/A
10/5/2018
34
U = Not detected.
RAL Sample #: 57090-03 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)
NE = Not Established

Scarlett Geophysical - Rutherford Central Landfill - Volatile Organics
FACILITY
DILUTION
COLLECT
EXTRACTION
NC EABOR 0-
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
ANALYSIS DATE
CERTIFICATION
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-MW-15
630-20-6
190
1, 1, 1,2-Tetrachloroethane
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
71-55-6
200
1, 1, 1 -Trichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
79-34-5
191
1,1,2,2-Tetrachloroethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
79-00-5
202
1,1,2-Trichloroethane
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
75-34-3
75
1, 1 -Dichloroethane
5.0
µg/L
U
SW846 8260B
0.2
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
75-35-4
77
1, 1 -Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
96-18-4
206
1,2,3-Trichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
92-12-8
67
1,2-Dibromo-3-Chloropropane(DBCP)
13.0
µg/L
U
SW846 8260B
0.5
1.0
13.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
106-93-4
68
1,2-Dibromoethane (EDB)
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
95-50-1
69
1,2-Dichlorobenzene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
107-06-2
76
1,2-Dichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
78-87-5
82
1,2-Dichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
10646-7
71
1,4-Dichlorobenzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW15
123-91-1
N/A
1,4-Dioxanne
4.0
µg/L
U
SW846 8260B Sim
1.2
4.0
N/A
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
78-93-3
141
2-Butanone
100
µg/L
U
SW846 8260B
0.9
25
100
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
591-78-6
124
2-Hexanone
50.0
4g/L
U
SW846 8260B
1.4
5.0
50.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
108-10-1
147
4-Methyl-2-Pentanone
100
µg/L
U
SW846 8260B
1.0
5.0
100
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
67-64-1
3
Acetone
100
4g/L
U
SW846 8260B
1.2
25
100
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
107-13-1
8
Acrylonitrile
200
µg/L
U
SW846 8260B
12.4
100
200
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
71-43-2
16
Benzene
1.0
4g/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
74-97-5
28
Bromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
75-27-4
29
Bromodichloromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
75-25-2
30
Bromoform
3.0
µg/L
U
SW846 8260B
0.3
1.0
3.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
74-83-9
136
Bromomethane
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
75-15-0
35
Carbon Disulfide
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
56-23-5
36
Carbon Tetrachloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
108-90-7
39
Chlorobenzene
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
75-00-3
41
Chloroethane
10.0
µg/L
U
SW846 8260B
0.1
1.0
10.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
67-66-3
44
Chloroform
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
74-87-3
137
Chloromethane
1.0
µg/L
U
SW846 8260B
0.1
1.0
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
156-59-2
78
Cis-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
10061-01-5
86
Cis- 1,3 -Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
12448-1
66
Dibromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
74-95-3
139
Dibromomethane
10.0
µg/L
U
SW846 8260B
0.3
0.5
10.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
10041-4
110
Ethyl Benzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
74-88-4
142
Methyl Iodide
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
75-09-2
140
Methylene Chloride
1.0
µg/L
U
SW846 8260B
0.6
1.0
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
10042-5
186
Styrene
1.0
4g/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
127-18-4
192
Tetrachloroethene
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW15
109-99-9
N/A
Tetrahydrofuran
5.0
µg/L
U
SW846 8260B
5.0
5.0
N/A
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
108-88-3
196
Toluene
1.0
µg/L
U
SW846 8260B
0.3
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
1330-20-7
346
Total Xylenes
5.0
µg/L
U
SW846 8260B
0.3
1.0
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
156-60-5
79
Trans-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
10061-02-6
87
Trans- l,3-Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
110-57-6
73
Trans-1,4-Dichloro-2-butene
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
79-01-6
201
Trichloroethene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
75-69-4
203
Trichlorofluoromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
108-054
210
Vinyl Acetate
50.0
µg/L
U
SW846 8260B
0.2
1.0
50.0
1
10/01/2018
N/A
10/10/2018
81-03
8103-MW-15
75-01-4
211
Vinyl Chloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
U = Not detected.
RAL Sample #: 57090-04 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)

Scarlett Geophysical - Rutherford Central Landfill - Inorganics
NC LABORATORY
FACILITY
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
DILUTION
COLLECT
EXTRACTION
ANALYSIS DATE
CERTIFICATION
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-MW-15
7429-90-5
NE
Aluminum
1,060
µg/L
SW846 6010C
21.2
100
NE
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7440-36-0
13
Antimony
6.0
µg/L
U
SW846 6010C
1.9
5.0
6.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7440-38-2
14
Arsenic
10.0
µg/L
U
SW846 6010C
5.5
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7440-39-3
15
Barium
104
µg/L
SW846 6010C
1.1
40.0
100
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7440-41-7
23
Beryllium
1.0
µg/L
U
SW846 601OC
0.2
1.0
1.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
744-43-9
34
Cadmium
0.3
µg/L
J
SW846 601OC
0.2
1.0
1.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7440-47-3
51
Chromium
3.9
µg/L
J
SW846 601OC
0.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7440-48-4
53
Cobalt
10.0
µg/L
U
SW846 601OC
0.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7440-50-8
54
Copper
10.0
µg/L
U
SW846 6010C
2.0
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7439-89-6
340
Iron
1,020
µg/L
SW846 6010C
21.5
50.0
NE
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7439-92-1
131
Lead
10.0
µg/L
U
SW846 601OC
2.0
5.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7439-96-5
342
Manganese
60.3
µg/L
SW846 601OC
0.2
10.0
NE
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7439-97-6
132
Mercury
0.2
µg/L
U
SW846 7470A
0.01
0.2
0.2
1
10/01/2018
10/22/2018
10/23/2018
34
81-03
8103-MW-15
7440-02-0
152
Nickel
0.8
µg/L
J
SW846 601OC
0.6
10.0
50.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7782-49-2
183
Selenium
10.0
µg/L
U
SW846 601OC
6.3
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7440-22-4
184
Silver
10.0
µg/L
U
SW846 6010C
1.1
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7440-28-0
194
Thallium
5.5
µg/L
U
SW846 601OC
2.7
5.0
5.5
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7440-62-2
209
Vanadium
2.7
µg/L
J
SW846 6010C
0.4
10.0
25.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-MW-15
7440-66-6
213
Zinc
10.2
µg/L
SW846 6010C
2.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
U = Not detected.
RAL Sample #: 57090-04 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)

Scarlett Geophysical - Rutherford Central Landfill - C & D Parameters
FACILITY
DILUTION
COLLECT
EXTRACTION
NCEABORATORY
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
ANALYSIS DATE
CERTIFICATION
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-MW-15
SW337
337
Alkalinity
24,200
µg/L
SM 2320B
1,000 1,000
NE
1
10/01/2018
N/A
10/4/2018
34
81-03
8103-MW-15
SW301
301
Chloride
9,780
µg/L
SM4500C1 C
1,000 1,000
NE
1
10/01/2018
N/A
10/5/2018
34
81-03
8103-MW-15
14808-79-8
315
Sulfate
36,600
µg/L
SM4500 SO4 E
10,00010,000
NE
1
10/01/2018
N/A
10/18/2018
34
81-03
8103-MW-15
SW311
311
TDS
185,000
µg/L
SM2540 C
5,000 5,000
NE
1
10/01/2018
N/A
10/5/2018
34
U = Not detected.
RAL Sample #: 57090-04 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)
NE = Not Established

Scarlett Geophysical -
Rutherford Central Landfill -
Volatile Organics
FACILITY
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
DILUTION
COLLECT
EXTRACTION
ANALYSISDATE
NC EABDRATORY
CERTIFICATION
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-SW2
71-55-6
200
1, 1, 1 -Trichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
79-34-5
191
1,1,2,2-Tetrachloroethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
79-00-5
202
1,1,2-Trichloroethane
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
75-34-3
75
1, 1 -Dichloroethane
5.0
µg/L
U
SW846 8260B
0.2
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
75-354
77
1, 1 -Dichloroethene,
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
96-184
206
1,2,3-Trichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
92-12-8
67
1,2-Dibromo-3-Chloropropane(DBCP) 13.0
µg/L
U
SW846 8260B
0.5
1.0
13.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
106-93-4
68
1,2-Dibromoethane (EDB)
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
95-50-1
69
1,2-Dichlorobenzene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
107-06-2
76
1,2-Dichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
78-87-5
82
1,2-Dichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
106-46-7
71
1,4-Dichlorobenzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW-2
123-91-1
N/A
1,4-Dioxanne
2.7
µg/L
J
SW846 8260B Sim
1.2
4.0
N/A
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
78-93-3
141
2-Butanone
100
4g/L
U
SW846 8260B
0.9
25
100
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
591-78-6
124
2-Hexanone
50.0
µg/L
U
SW846 8260B
1.4
5.0
50.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
108-10-1
147
4-Methyl-2-Pentanone
100
µg/L
U
SW846 8260B
1.0
5.0
100
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
67-64-1
3
Acetone
100
µg/L
U
SW846 8260B
1.2
25
100
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
107-13-1
8
Acrylonitrile
200
µg/L
U
SW846 8260B
12.4
100
200
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
7143-2
16
Benzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
74-97-5
28
Bromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
75-274
29
Bromodichloromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
75-25-2
30
Bromoform
3.0
µg/L
U
SW846 8260B
0.3
1.0
3.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
74-83-9
136
Bromomethane
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
75-15-0
35
Carbon Disulfide
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
56-23-5
36
Carbon Tetrachloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
108-90-7
39
Chlorobenzene
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
75-00-3
41
Chloroethane
10.0
µg/L
U
SW846 8260B
0.1
1.0
10.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
67-66-3
44
Chloroform
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
74-87-3
137
Chloromethane
1.0
µg/L
U
SW846 8260B
0.1
1.0
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
156-59-2
78
Cis-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
10061-01-5
86
Cis- 1,3 -Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
124-48-1
66
Dibromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
74-95-3
139
Dibromomethane
10.0
µg/L
U
SW846 8260B
0.3
0.5
10.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
100-41-4
110
Ethyl Benzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
74-884
142
Methyl Iodide
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
75-09-2
140
Methylene Chloride
1.0
µg/L
U
SW846 8260B
0.6
1.0
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
100-42-5
186
Styrene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
127-18-4
192
Tetrachloroethene
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
109-99-9
N/A
Tetrahydrofuran
5.0
µg/L
U
SW846 8260B
5.0
5.0
N/A
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
108-88-3
196
Toluene
1.0
µg/L
U
SW846 8260B
0.3
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
1330-20-7
346
Total Xylenes
5.0
µg/L
U
SW846 8260B
0.3
1.0
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
156-60-5
79
Trans-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
10061-02-6
87
Trans- l,3-Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
110-57-6
73
Trans-1,4-Dichloro-2-butene
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
79-01-6
201
Trichloroethene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
75-694
203
Trichlorofluoromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
108-05-4
210
Vinyl Acetate
50.0
µg/L
U
SW846 8260B
0.2
1.0
50.0
1
10/01/2018
N/A
10/10/2018
34
81-03
8103-SW2
75-014
211
Vinyl Chloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018
34
U = Not detected.
RAL Sample #: 57090-05 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)

Scarlett Geophysical - Rutherford Central Landfill - Inorganics
NC LABORATORY
FACILITY
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
DILUTION
COLLECT
EXTRACTION
ANALYSIS DATE
CERTIFICATION
PERMIT
da
FACTOR
DATE
DATE
NUMBER
81-03
8103-SW2
7429-90-5
NE
Aluminum
278
µg/L
SW846 6010C
21.2
100
NE
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7440-36-0
13
Antimony
6.0
µg/L
U
SW846 6010C
1.9
5.0
6.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7440-38-2
14
Arsenic
10.0
µg/L
U
SW846 6010C
5.5
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7440-39-3
15
Barium
47.5
µg/L
J
SW846 6010C
1.1
40.0
100
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7440-41-7
23
Beryllium
1.0
µg/L
U
SW846 6010C
0.2
1.0
1.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
744-43-9
34
Cadmium
1.0
µg/L
U
SW846 6010C
0.2
1.0
1.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7440-47-3
51
Chromium
1.2
µg/L
J
SW846 6010C
0.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7440-48-4
53
Cobalt
10.0
µg/L
U
SW846 6010C
0.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7440-50-8
54
Copper
10.0
µg/L
U
SW846 6010C
2.0
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7439-89-6
340
Iron
426
µg/L
SW846 6010C
21.5
50.0
NE
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7439-92-1
131
Lead
10.0
µg/L
U
SW846 6010C
2.0
5.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7439-96-5
342
Manganese
76.4
µg/L
SW846 6010C
0.2
10.0
NE
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7439-97-6
132
Mercury
0.04
µg/L
J
SW846 7470A
0.01
0.2
0.2
1
10/01/2018
10/22/2018
10/23/2018
34
81-03
8103-SW2
7440-02-0
152
Nickel
50.0
µg/L
U
SW846 6010C
0.6
10.0
50.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7782-49-2
183
Selenium
10.0
µg/L
U
SW846 6010C
6.3
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7440-22-4
184
Silver
10.0
µg/L
U
SW846 6010C
1.1
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7440-28-0
194
Thallium
5.5
µg/L
U
SW846 6010C
2.7
5.0
5.5
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7440-62-2
209
Vanadium
1.4
µg/L
J
SW846 6010C
0.4
10.0
25.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW2
7440-66-6
213
Zinc
5.4
µg/L
J
SW846 6010C
2.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
U = Not detected.
RAL Sample #: 57090-05 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)

Scarlett Geophysical - Rutherford Central Landfill - C & D Parameters
FACILITY
DILUTION
COLLECT
EXTRACTION
NC LABORATORY
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
ANALYSIS DATE
CERTIFICATION
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-SW2
SW337
337
Alkalinity
27,000
µg/L
SM 2320B 1,000 1,000
NE
1 10/01/2018
N/A
10/4/2018
34
81-03
8103-SW2
SW301
301
Chloride
7,340
µg/L
SM4500C1 C 1,000 1,000
NE
1 10/01/2018
N/A
10/5/2018
34
81-03
8103-SW2
14808-79-8
315
Sulfate
10,000
µg/L
U SM4500 SO4 E 10,00010,000
NE
1 10/01/2018
N/A
10/18/2018
34
81-03
8103-SW2
SW311
311
TDS
79,000
µg/L
SM2540 C 5,000 5,000
NE
1 10/01/2018
N/A
10/5/2018
34
U = Not detected.
RAL Sample #: 57090-05 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)
NE = Not Established

Scarlett Geophysical - Rutherford Central Landfill -
Volatile Organics
FACILITY
DILUTION
COLLECT
EXTRACTION
NC LABORATORY
WELLID
CAS Number
SWSID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
ANALYSIS DATE
CERTIFICATION
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-SW5a
630-20-6
190
1, 1, 1,2-Tetrachloroethane
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
71-55-6
200
1, 1, 1 -Trichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
79-34-5
191
1,1,2,2-Tetrachloroethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
79-00-5
202
1,1,2-Trichloroethane
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
75-34-3
75
1, 1 -Dichloroethane
5.0
µg/L
U
SW846 8260B
0.2
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
75-35-4
77
1, 1 -Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
96-18-4
206
1,2,3-Trichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
92-12-8
67
1,2-Dibromo-3-Chloropropane(DBCP)
13.0
µg/L
U
SW846 8260B
0.5
1.0
13.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
106-93-4
68
1,2-Dibromoethane (EDB)
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
95-50-1
69
1,2-Dichlorobenzene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
107-06-2
76
1,2-Dichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
78-87-5
82
1,2-Dichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
106-46-7
71
1,4-Dichlorobenzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW-5a
123-91-1
N/A
1,4-Dioxanne
2.4
µg/L
J
SW846 8260B Sim
1.2
4.0
N/A
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
78-93-3
141
2-Butanone
100
4g/L
U
SW846 8260B
0.9
25
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
591-78-6
124
2-Hexanone
50.0
4g/L
U
SW846 8260B
1.4
5.0
50.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
108-10-1
147
4-Methyl-2-Pentanone
100
µg/L
U
SW846 8260B
1.0
5.0
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
67-64-1
3
Acetone
100
µg/L
U
SW846 8260B
1.2
25
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
107-13-1
8
Acrylonitrile
200
µg/L
U
SW846 8260B
12.4
100
200
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
71-43-2
16
Benzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
74-97-5
28
Bromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
75-27-4
29
Bromodichloromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
75-25-2
30
Bromoform
3.0
µg/L
U
SW846 8260B
0.3
1.0
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
74-83-9
136
Bromomethane
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
75-15-0
35
Carbon Disulfide
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
56-23-5
36
Carbon Tetrachloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
108-90-7
39
Chlorobenzene
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
75-00-3
41
Chloroethane
10.0
µg/L
U
SW846 8260B
0.1
1.0
10.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
67-66-3
44
Chloroform
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
74-87-3
137
Chloromethane
1.0
µg/L
U
SW846 8260B
0.1
1.0
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
156-59-2
78
Cis-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
10061-01-5
86
Cis-1,3-Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
124-48-1
66
Dibromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
74-95-3
139
Dibromomethane
10.0
µg/L
U
SW846 8260B
0.3
0.5
10.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
100-41-4
110
Ethyl Benzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
74-88-4
142
Methyl Iodide
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
75-09-2
140
Methylene Chloride
1.0
µg/L
U
SW846 8260B
0.6
1.0
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
100-42-5
186
Styrene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
127-18-4
192
Tetrachloroethene
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
109-99-9
N/A
Tetrahydrofiiran
5.0
µg/L
U
SW846 8260B
5.0
5.0
N/A
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
108-88-3
196
Toluene
1.0
4g/L
U
SW846 8260B
0.3
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
1330-20-7
346
Total Xylenes
5.0
µg/L
U
SW846 8260B
0.3
1.0
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
156-60-5
79
Trans-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
10061-02-6
87
Trans-1,3-Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
110-57-6
73
Trans-1,4-Dichloro-2-butene
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
79-01-6
201
Trichloroethene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
75-69-4
203
Trichlorofluoromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
108-05-4
210
Vinyl Acetate
50.0
µg/L
U
SW846 8260B
0.2
1.0
50.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-SW5a
75-01-4
211
Vinyl Chloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
N/A = Not Applicable U = Not detected.
RAL Sample #: 57090-06 7 = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
µg/L = micrograms per Liter = parts per billion (ppb)

Scarlett Geophysical - Rutherford Central Landfill - Inorganics
FACILITY
DILUTION
EXTRACTION
NC LABORATORY
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
COLLECT DATE
ANALYSIS DATE
CERTIFICATION
PERMIT
FACTOR
DATE
NUMBER
81-03
8103-SW5a
7429-90-5
NE
Aluminum
158
µg/L
SW846 6010C
21.2
100
NE
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7440-36-0
13
Antimony
6.0
µg/L
U
SW846 6010C
1.9
5.0
6.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7440-38-2
14
Arsenic
10.0
µg/L
U
SW846 6010C
5.5
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7440-39-3
15
Barium
40.5
µg/L
J
SW846 6010C
1.1
40.0
100
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7440-41-7
23
Beryllium
1.0
µg/L
U
SW846 6010C
0.2
1.0
1.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
744-43-9
34
Cadmium
1.0
µg/L
U
SW846 6010C
0.2
1.0
1.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7440-47-3
51
Chromium
2.9
µg/L
J
SW846 6010C
0.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7440-48-4
53
Cobalt
10.0
µg/L
U
SW846 6010C
0.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7440-50-8
54
Copper
39.0
µg/L
SW846 6010C
2.0
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7439-89-6
340
Iron
991
µg/L
SW846 6010C
21.5
50.0
NE
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7439-92-1
131
Lead
10.0
µg/L
U
SW846 6010C
2.0
5.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7439-96-5
342
Manganese
35.6
µg/L
SW846 6010C
0.2
10.0
NE
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7439-97-6
132
Mercury
0.2
µg/L
U
SW846 7470A
0.01
0.2
0.2
1
10/01/2018
10/22/2018
10/23/2018
34
81-03
8103-SW5a
7440-02-0
152
Nickel
26.1
µg/L
J
SW846 6010C
0.6
10.0
50.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7782-49-2
183
Selenium
10.0
µg/L
U
SW846 6010C
6.3
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7440-22-4
184
Silver
10.0
µg/L
U
SW846 6010C
1.1
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7440-28-0
194
Thallium
5.5
µg/L
U
SW846 6010C
2.7
5.0
5.5
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7440-62-2
209
Vanadium
1.2
µg/L
J
SW846 6010C
0.4
10.0
25.0
1
10/01/2018
10/16/2018
10/18/2018
34
81-03
8103-SW5a
7440-66-6
213
Zinc
10.0
µg/L
SW846 6010C
2.7
10.0
10.0
1
10/01/2018
10/16/2018
10/18/2018
34
NE = Not Established
U = Not detected.
RAL Sample #: 57090-06 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)

Scarlett Geophysical
- Rutherford Central Landfill - Volatile Organics
FACILITY
DILUTION
COLLECT
EXTRACTION
NC LAsoRATORv
WELL ID
CAS Number
SWS ID
PARAMETER
RESULT
UNITS
QUALIFIER
METHOD
MDL
MRL
SWSL
ANALYSIS DATE
CERTTFICATTON
PERMIT
FACTOR
DATE
DATE
NUMBER
81-03
8103-Duplicate
630-20-6
190
1, 1, 1,2-Tetrachloroethane
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
71-55-6
200
1, 1, 1 -Trichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
79-34-5
191
1,1,2,2-Tetrachloroethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
79-00-5
202
1,1,2-Trichloroethane
5.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
75-34-3
75
1, 1 -Dichloroethane
5.0
µg/L
U
SW846 8260B
0.2
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
75-35-4
77
1, 1 -Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
96-18-4
206
1,2,3-Trichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
92-12-8
67
1,2-Dibromo-3-Chloropropane(DBCP)
13.0
µg/L
U
SW846 8260B
0.5
1.0
13.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
106-93-4
68
1,2-Dibromoethane (EDB)
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
95-50-1
69
1,2-Dichlorobenzene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
107-06-2
76
1,2-Dichloroethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
78-87-5
82
1,2-Dichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
541-73-1
70
1,3-Dichlorobenzene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
142-28-9
83
1,3-Dichloropropane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
10646-7
71
1,4-Dichlorobenzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
78-93-3
141
2-Butanone
100
µg/L
U
SW846 8260B
0.9
25
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
591-78-6
124
2-Hexanone
50.0
µg/L
U
SW846 8260B
1.4
5.0
50.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
108-10-1
147
4-Methyl-2-Pentanone
100
µg/L
U
SW846 8260B
1.0
5.0
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
67-64-1
3
Acetone
100
µg/L
U
SW846 8260B
1.2
25
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
107-13-1
8
Acrylonitrile
200
µg/L
U
SW846 8260B
12.4
100
200
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
71-43-2
16
Benzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
74-97-5
28
Bromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
75-27-4
29
Bromodichloromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
75-25-2
30
Bromoform
3.0
µg/L
U
SW846 8260B
0.3
1.0
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
74-83-9
136
Bromomethane
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
75-15-0
35
Carbon Disulfide
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
56-23-5
36
Carbon Tetrachloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
108-90-7
39
Chlorobenzene
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
75-00-3
41
Chloroethane
10.0
µg/L
U
SW846 8260B
0.1
1.0
10.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
67-66-3
44
Chloroform
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
74-87-3
137
Chloromethane
1.0
µg/L
U
SW846 8260B
0.1
1.0
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
156-59-2
78
Cis-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
10061-01-5
86
Cis- 1,3 -Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
12448-1
66
Dibromochloromethane
3.0
µg/L
U
SW846 8260B
0.1
0.5
3.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
74-95-3
139
Dibromomethane
10.0
µg/L
U
SW846 8260B
0.3
0.5
10.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
75-71-8
74
Dichlorodifluoramethane
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
100414
110
Ethyl Benzene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
74-88-4
142
Methyl Iodide
10.0
µg/L
U
SW846 8260B
0.2
1.0
10.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
75-09-2
140
Methylene Chloride
1.0
µg/L
U
SW846 8260B
0.6
1.0
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
10042-5
186
Styrene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
127-18-4
192
Tetrachloroethene
1.0
µg/L
U
SW846 8260B
0.2
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
109-99-9
N/A
Tetrahydrofuran
5.0
µg/L
U
SW846 8260B
5.0
5.0
N/A
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
108-88-3
196
Toluene
1.0
µg/L
U
SW846 8260B
0.3
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
1330-20-7
346
Total Xylenes
5.0
µg/L
U
SW846 8260B
0.3
1.0
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
156-60-5
79
Trans-1,2-Dichloroethene
5.0
µg/L
U
SW846 8260B
0.1
0.5
5.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
10061-02-6
87
Trans- l,3-Dichloropropene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
110-57-6
73
Trans-1,4-Dichloro-2-butene
100
µg/L
U
SW846 8260B
0.5
5.0
100
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
79-01-6
201
Trichloroethene
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
75-69-4
203
Trichlorofluoromethane
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
108-05-4
210
Vinyl Acetate
50.0
µg/L
U
SW846 8260B
0.2
1.0
50.0
1
10/01/2018
N/A
10/10/2018 34
81-03
8103-Duplicate
75-01-4
211
Vinyl Chloride
1.0
µg/L
U
SW846 8260B
0.1
0.5
1.0
1
10/01/2018
N/A
10/10/2018 34
U = Not detected.
RAL Sample #: 57090-07 J = Estimated results. Present but below reporting limit.
B = Lab blank contamination.
N/A = Not Applicable µg/L = micrograms per Liter = parts per billion (ppb)

RESEARCh & ANA1yTICA[
LAbORATORIES, INC.
Analytical / Process Consultations
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0A10C Summary
METHOD: 8260/6200B 5/10/20/50/500/1000
PPB C-Q-A
I FILE NAME: WLC1010
CLIENT: SCARLETT GEOPHYSICAL(PROJECT
: RUTHERFORD CENTRAL: # 1.001)
Sample ID:
57090 - 01- 07, 57186 - 01, 57187 - 01, 57188
- 019 57275 - 019 57276 - 019 57277 - 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
10/10/18
% Surrogate Recovery
96
107
97
Acceptance Range
1 (70-130)
1 (70-130)
(70-130)
LCS
Acceptance
Range
MS
MSD
RPD
QC LIMITS
Compound
p
MDL
Method
LCS %
%Rec.
%Rec.
RPD
% REC
u /L
Blank
Recovery
DICHLORODIFLUOROMETHANE
0.12
ND
83
70-130
CHLOROMETHANE
0.07
ND
86
70-130
VINYL CHLORIDE
0.11
ND
89
70-130
BROMOMETHANE
0.18
ND
96
70-130
CHLOROETHANE
0.11
ND
85
70-130
TRICHLOROFLUOROMETHANE
0.09
ND
92
70-130
ACETONE
1.18
ND
83
70-130
ACRYLONITRILE
12.38
ND
94
70-13 0
2-BUTANONE
0.88
ND
90
70-130
1,1-DICHLOROETHENE
0.09
ND
92
70-130
88
90
2
14
70-130
METHYL IODIDE
0.19
ND
94
70-130
CARBON DISULFIDE
0.45
ND
97
70-130
METHYLENE CHLORIDE
0.57
ND
93
70-130
TRANS-I,2-DICHLOROETHENE
0.10
ND
97
70-130
1,1-DICHLOROETHANE
0.17
ND
100
70-130
ISOPROPYL ETHER(IPE)
0.12
ND
95
70-130
METHYL-TERT-BUTYLETIMR(MTBE)
0.16
ND
81
70-130
VINYL ACETATE
0.24
ND
101
70-130
CIS-1,2-DICHLOROETHENE
0.09
ND
98
70-130
2,2-DICHLOROPROPANE
0.09
ND
106
70-130
BROMOCHLOROMETHANE
0.12
ND
91
70-130
CHLOROFORM
0.05
ND
98
70-130
1,1,1-TRICHLOROETHANE
0.12
ND
95
70-130
CARBON TETRACHLORIDE
0.10
ND
95
70-130
1,1-DICHLOROPROPENE
0.12
ND
94
70-130
BENZENE
0.05
ND
101
70-130
95
90
5
11
70-130
ETHYL ACETATE
0.35
ND
90
70-130
1,2-DICHLOROETHANE
0.09
ND
102
70-130
TRICHLOROETHENE(TCE)
0.12
ND
94
70-130
79
85
7
14
70-130
1,2-DICHLOROPROPANE
0.10
ND
94
70-130
DIBROMOETHANE
0.25
ND
100
70-130
COMMENTS:

0A10C Summary
Method: 8260/6200B(5/10/20/50/500/1000 PPB OCR
IFILE NAME: WLC1010
Page 2 of 2
CLIENT: SCARLETT GEOPHYSICAL(PROJECT : RUTHERFORD CENTRAL: # 1.001)
SAMPLE ID:
57090 - 01 - 07, 57186 - 01, 57187
- 01, 57188 - 019 57275 - 01,
57276 - 01, 57277 - 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
99
70-130
4-METHYL-2-PENTANONE
1.01
ND
92
70-130
CIS-1,3-DICHLOROPROPENE
0.10
ND
101
70-130
TOLUENE
0.26
ND
111
70-130
92
88
4
13
70-130
TRANS-I,3-DICHLOROPROPENE
0.12
ND
103
70-130
1,1,2-TRICHLOROETHANE
0.20
ND
99
70-130
TETRACHLOROETHENE(PCE)
0.17
ND
100
70-130
2-HEXANONE
1.42
ND
81
70-130
DIBROMOCHLOROMETHANE
0.07
ND
91
70-130
1,3-DICHLOROPROPANE
0.13
ND
102
70-130
1,2-DIBROMOETHANE(EDB)
0.15
ND
105
70-130
CHLOROBENZENE
0.10
ND
112
70-130
90
88
2
13
70-130
1,1,1,2-TETRACHLOROETHANE
0.10
ND
98
70-130
ETHYLBENZENE
0.07
ND
114
70-130
TOTAL XYLENES(M&P, 0)
0.29
ND
113
70-130
STYRENE
0.04
ND
105
70-130
BROMOFORM
0.29
ND
117
70-130
ISOPROPYLBENZENE
0.08
ND
113
70-130
BROMOBENZENE
0.07
ND
108
70-130
1,2,3-TRICHLOROPROPANE
0.11
ND
102
70-130
TRANS-I,4-DICHLORO-2-BUTENE
0.52
ND
97
70-130
N-PROPYLBENZENE
0.08
ND
110
70-130
2-CHLOROTOLUENE
0.10
ND
106
70-130
4-CHLOROTOLUENE
0.09
ND
102
70-130
1,3,5-TRIMETHYLBENZENE
0.07
ND
107
70-130
TERT-BUTYLBENZENE
0.08
ND
113
70-130
1,2,4-TRIMETHYLBENZENE
0.07
ND
108
70-130
SEC-BUTYLBENZENE
0.12
ND
109
70-130
1,3-DICHLOROBENZENE
0.12
ND
102
70-130
1,1,2,2-TETRACHLOROETHANE
0.08
ND
100
70-130
P-ISOPROPYLTOLUENE
0.09
ND
113
70-130
1,4-DICHLOROBENZENE
0.08
ND
97
70-130
1,2-DICHLOROBENZENE
0.09
ND
98
70-130
N-BUTYLBENZENE
0.10
ND
105
70-130
1,2-DIBROMO-3-CHLOROPROPANE(DPCP)
0.49
ND
104
70-130
1,2,4-TRICHLOROBENZENE
0.47
ND
101
70-130
NAPHTHALENE
0.18
N D
93
70-13 0
1,2,3-TRICHLOROBENZENE
0.18
ND
101
70-130
COMMENTS:

0A10C Summary
METHOD: 8260/6200B(5/10/20/50/500/1000 PPB OC)
I FILE NAME: WLC1014
CLIENT: SCARLETT GEOPHYSICAL(PROJECT : RUTHERFORD CENTRAL: # 1.001)
Sample ID:
57278 - 019 57304 - 019 57305 - 019 57306
- O1
INSTUMENT: MS-2
Page 1 of 2
Extraction Method
NIA
Date Extracted
N/A
Weight Extracted
25ML
Final Extract Volume
25ML
Date Analyzed
10/14/18
% Surrogate Recovery
94
105
88
Acceptance Range
(70-130)
(70-130)
(70-130)
LCS
Acceptance
Range
MS
MSD
RPD
QC LIMITS
Compound
p
MDL
Method
LCS %
%Rec.
%Rec.
RPD
% REC
ug/L
Blank
Recovery
DICHLORODIFLUOROMETHANE
0.12
ND
83
70-130
CHLOROMETHANE
0.07
ND
91
70-130
VINYL CHLORIDE
0.11
ND
91
70-130
BROMOMETHANE
0.18
ND
86
70-130
CHLOROETHANE
0.11
ND
94
70-130
TRICHLOROFLUOROMETHANE
0.09
ND
101
70-130
ACETONE
1.18
ND
77
70-130
ACRYLONITRILE
12.38
ND
88
70-130
2-BUTANONE
0.88
ND
75
70-130
1,1-DICHLOROETHENE
0.09
ND
86
70-130
89
86
3
14
70-130
METHYL IODIDE
0.19
ND
106
70-130
CARBON DISULFIDE
0.45
ND
90
70-130
METHYLENE CHLORIDE
0.57
ND
84
70-130
TRANS-I,2-DICHLOROETHENE
0.10
ND
84
70-130
1,1-DICHLOROETHENE
0.17
ND
83
70-130
ISOPROPYL ETHER(IPE)
0.12
ND
82
70-130
METHYL-TERT-BUTYLETHER(MTBE)
0.16
ND
79
70-130
VINYL ACETATE
0.24
ND
86
70-130
CIS-1,2-DICHLOROETHENE
0.09
ND
88
70-130
2,2-DICHLOROPROPANE
0.09
ND
111
70-130
BROMOCHLOROMETHANE
0.12
ND
90
70-130
CHLOROFORM
0.05
ND
95
70-130
1,1,1-TRICHLOROETHANE
0.12
ND
100
70-130
CARBON TETRACHLORIDE
0.10
ND
100
70-130
1,1-DICHLOROPROPENE
0.12
ND
95
70-130
BENZENE
0.05
ND
92
70-130
86
80
7
11
70-130
ETHYL ACETATE
0.35
ND
75
70-130
1,2-DICHLOROETHANE
0.09
ND
99
70-130
TRICHLOROETHENE(TCE)
0.12
ND
97
70-130
92
90
2
14
70-130
1,2-DICHLOROPROPANE
0.10
ND
96
70-130
DIBROMOETHANE
0.25
ND
97
70-130
COMMENTS:

0A10C Summary
Method: 8260/6200B(5/10/20/50/500/1000 PPB QC
FILE NAME: WLC1014
Page 2 of 2
CLIENT: SCARLETT GEOPHYSICAL(PROJECT : RUTHERFORD CENTRAL: # 1.001)
SAMPLE ID:
57278 - 01, 57304 - 01, 57305
- 019 57306 - 01
s
A cetr
ange
MS
MSD
RPD
QC LIMITS
Compound
MDL
Method
LCS %
RPD
% REC
ug/L
Blank
Recovery
% Rec.
% Rec.
BROMODICHLOROMETHANE
0.07
ND
108
70-130
4-METHYL-2-PENTANONE
1.01
ND
97
70-I30
CIS-1,3-DICHLOROPROPENE
0.10
ND
104
70-130
TOLUENE
0.26
ND
110
70-130
105
110
4
13
70-130
TRANS-I,3-DICHLOROPROPENE
0.12
ND
108
70-130
1,1,2-TRICHLOROETHANE
0.20
ND
100
70-130
TETRACHLOROETHENE(PCE)
0.17
ND
121
70-130
2-HEXANONE
1.42
ND
92
70-130
DIBROMOCHLOROMETHANE
0.07
ND
99
70-130
1,3-DICHLOROPROPANE
0.13
ND
97
70-130
1,2-DIBROMOETHANE(EDB)
0.15
ND
99
70-130
CHLOROBENZENE
0.10
ND
91
70-130
100
97
3
13
70-130
1, 1, 1,2-TETRACHLOROETHANE
0.10
ND
96
70-130
ETHYLBENZENE
0.07
ND
104
70-130
TOTAL XYLENES(M&P, 0)
0.29
ND
103
70-130
STYRENE
0.04
ND
93
70-130
BROMOFORM
0.29
ND
115
70-130
ISOPROPYLBENZENE
0.08
ND
102
70-130
BROMOBENZENE
0.07
ND
91
70-130
1,2,3-TRICHLOROPROPANE
0.11
ND
90
70-130
TRANS-I,4-DICHLORO-2-BUTENE
0.52
ND
95
70-130
N-PROPYLBENZENE
0.08
ND
106
70-130
2-CHLOROTOLUENE
0.10
ND
99
70-130
4-CHLOROTOLUENE
0.09
ND
97
70-130
1,3,5-TRIMETHYLBENZENE
0.07
ND
99
70-130
TERT-BUTYLBENZENE
0.08
ND
108
70-130
1,2,4-TRIMETHYLBENZENE
0.07
ND
96
70-130
SEC-BUTYLBENZENE
0.12
ND
100
70-130
1,3-DICHLOROBENZENE
0.12
ND
101
70-130
1,1,2,2-TETRACHLOROETHANE
0.08
ND
84
70-130
P-ISOPROPYLTOLUENE
0.09
ND
108
70-130
1,4-DICHLOROBENZENE
0.08
ND
96
70-130
1,2-DICHLOROBENZENE
0.09
ND
101
70-130
N-BUTYLBENZENE
0.10
ND
109
70-130
1,2-DBROMO-3-CHLOROPROPANE(DPCP)
0.49
ND
101
70-130
1,2,4-TRICHLOROBENZENE
0.47
ND
104
70-130
NAPHTHALENE
0.18
ND
93
70-130
1,2,3-TRICHLOROBENZENE
0.18
ND
104
70-130
COMMENTS:

QAIQC Summary
METHOD: 8260/6200B(5/10/20/50/500/1000 PPB OCR
1 FILE NAME: WLC1016
CLIENT: SCARLETT GEOPHYSICAL(PROJECT : RUTHERFORD CENTRAL: # 1.001)
Sample ID: 1
57379 - 01- 04
INSTUMENT: MS-2
Page 1 of 2
Extraction Method
N/A
Date Extracted
N/A
Weight Extracted
25ML
Final Extract Volume
25ML
Date Analyzed
10/16/18
% Surrogate Recovery
92
106
97
Acceptance Range
(70-130)
(70-130)
(70-130)
LCS
Acceptance
MS
MSD
RPD
QC LIMITS
Compound
p
MDL
Method
LCS %
%Rec.
%Rec.
RPD
% REC
u /L
Blank
RecoveryRange
DICHLORODIFLUOROMETHANE
0.12
ND
88
70-130
CHLOROMETHANE
0.07
ND
79
70-130
VINYL CHLORIDE
0.11
ND
76
70-130
BROMOMETHANE
0.18
ND
83
70-130
CHLOROETHANE
0.11
ND
82
70-130
TRICHLOROFLUOROMETHANE
0.09
ND
80
70-130
ACETONE
1.18
ND
87
70-130
ACRYLONITRILE
12.38
ND
88
70-130
2-BUTANONE
0.88
ND
94
70-130
1,1-DICHLOROETHENE
0.09
ND
73
70-130
89
81
10
14
70-130
METHYL IODIDE
0.19
ND
79
70-130
CARBON DISULFIDE
0.45
ND
78
70-130
METHYLENE CHLORIDE
0.57
ND
77
70-130
TRANS-I,2-DICHLOROETHENI}
0.10
ND
80
70-130
I,1-DICHLOROETHANE
0.17
ND
73
70-130
ISOPROPYL ETHER(IPE)
0.12
ND
79
70-130
METHYL-TERT-BUTYLETHER(MTBE)
0.16
ND
86
70-130
VINYL ACETATE
0.24
ND
85
70-130
CIS-1,2-DICHLOROETHENE
0.09
ND
79
70-130
2,2-DICHLOROPROPANE
0.09
ND
92
70-130
BROMOCHLOROMETHANE
0.12
ND
78
70-130
CHLOROFORM
0.05
ND
84
70-130
1,1,1-TRICHLOROETHANE
0.12
ND
86
70-130
CARBON TETRACHLORIDE
0.10
ND
85
70-130
1,1-DICHLOROPROPENE
0.12
ND
82
70-130
BENZENE
0.05
ND
78
70-130
90
85
5
11
70-130
ETHYL ACETATE
0.35
ND
94
70-130
1,2-DICHLOROETHANE
0.09
ND
88
70-130
TRICHLOROETHENE(TCE)
0.12
ND
87
70-130
84
84
0
14
70-130
1,2-DICHLOROPROPANE
0.10
ND
87
70-130
DIBROMOETHANE
0.25
ND
100
70-130
COMMENTS:

QAIQC Summary
Method: 8260/6200Bl5/10/20/50/500/1000 PPB QC
FILE NAME: WLC1016
Page 2 of 2
CLIENT: SCARLETT GEOPHYSICAL(PROJECT : RUTHERFORD CENTRAL: # 1.001)
SAMPLE ID:
57379 - 01 - 04
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
107
70-130
CIS-1,3-DICHLOROPROPENE
0.10
ND
92
70-130
TOLUENE
0.26
ND
94
70-130
103
94
9
13
70-130
TRANS-I,3-DICHLOROPROPENE
0.12
ND
101
70-130
1,1,2-TRICHLOROETHANE
0.20
ND
98
70-130
TETRACHLOROETHENE(PCE)
0.17
ND
94
70-130
2-HEXANONE
1.42
ND
103
70-130
DIBROMOCHLOROMETHANE
0.07
ND
97
70-130
1,3-DICHLOROPROPANE
0.13
ND
107
70-130
1,2-DIBROMOETHANE(EDB)
0.15
ND
102
70-130
CHLOROBENZENE
0.10
ND
93
70-130
94
90
4
13
70-130
1,1,1,2-TETRACHLOROETHANE
0.10
ND
98
70-130
ETHYLBENZENE
0.07
ND
97
70-130
TOTAL XYLENES(M&P, 0)
0.29
ND
101
70-130
STYRENE
0.04
ND
95
70-130
BROMOFORM
0.29
ND
126
70-130
ISOPROPYLBENZENE
0.08
ND
98
70-130
BROMOBENZENE
0.07
ND
96
70-130
1,2,3-TRICHLOROPROPANE
0.11
ND
97
70-130
TRANS-I,4-DICHLORO-2-BUTENE
0.52
ND
114
70-130
N-PROPYLBENZENE
0.08
ND
99
70-130
2-CHLOROTOLUENE
0.10
ND
96
70-130
4-CHLOROTOLUENE
0.09
ND
97
70-130
1,3,5-TRIMETHYLBENZENE
0.07
ND
96
70-130
TERT-BUTYLBENZENE
0.08
ND
100
70-130
1,2,4-TRIMETHYLBENZENE
0.07
ND
98
70-130
SEC-BUTYLBENZENE
0.12
ND
95
70-130
1,3-DICHLOROBENZENE
0.12
ND
95
70-130
1,1,2,2-TETRACHLOROETHANE
0.08
ND
94
70-130
P-ISOPROPYLTOLUENE
0.09
ND
100
70-130
1,4-DICHLOROBENZENE
0.08
ND
93
70-130
1,2-DICHLOROBENZENE
0.09
ND
92
70-130
N-BUTYLBENZENE
0.10
ND
96
70-130
1,2-DIBROMO-3-CHLOROPROPANE(DPCP)
0.49
ND
109
70-130
1,2,4-TRICHLOROBENZENE
0.47
ND
102
70-130
NAPHTHALENE
0.18
ND
99
70-130
1,2,3-TRICHLOROBENZENE
0.18
ND
98
70-130
COMMENTS:

RESEARCh & ANAIyTICAt
UbORATOR1Es, INC.
Analytical/Process Consultattons
Quality Control Summary Results for Project Idendfied as Rutherford Central (A Scarlett Geophysical Project, 01-08 October 2018)
,��prr�rrrb�I�
NO 034
D&sm�rNw,
Inorganics
ppendu I
Pammeter
Prep.
Blank
f jl u
ICV
Recovery
%e
CCV
Recovery
%
LCS
Recovery
%.
Spike
Recovery
%
% Differengg
Aluminum
BDL
96
97
97
116
<1
103
102
Antimony
BDL
97
98
97
106
2
1 03
Arsenic
BDL
95
98
97
107
2
10044
Barium
BDL
100
99
103
112
2
10088
Beryllium
BDL
98
100
103
112
<1
105
Cadmium
BDL
98
101
98
108
<1
10044
Chromium
BDL
100
98
101
114
<1
106
Cobalt
BDL
102
99
101
112
2
105
Copper
BDL
99
97
100
115
<1
I0044
Lead
BDL
104
100
102
110
2
107
Nickel
BDL
104
99
102
112
2
106
105
Selenium
BDL
95
98
98
107
3
1005
Silver
BDL
98
97
98
107
1
103
Thallium
BDL
105
100
103
108
2
106
Vanandium
BDL
96
98
100
112
<1
1 04
inc
BDL
101
99
101
109
2
10b
Mercury
BDL
98
105
98
83
I
110
Iron
BDL
95
96
98
99
1
103
Manganese
BDL
103
99
104
113
<1
107
106
Corresponding Samples: 57090-01-06,57186-01,57187-01,57188-01,57275-01,57276-01,57277-01,57278-01,57304-01,57305-01,57306-01,57379-01-04
% = Pcrocrt
ICV = Initial Calibration Verification
CCV = Continuing Calibration Verification
LCS = Labommy control Sample * Post Spike
NIA =Plot Available

RESEARCh & ANA1yTICA1
L-AboRATORIES, INC.
Analytical/Process Consultations
,Jauunp��
�`•` b 1HfAC •�•��
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No waa
�qec....• ro
Qualky Controlummmy Resuftsfor ftojed Ideniffled as Rutherford Cen&alcar et! Geophysical Nojed, 01-08 October 2018)
aorganics
Appendix-1
Parameter
Prep.
Blank
(usaM
ICV
Recovery
%
CCV
Recovery
%
LCS
Recovery
%
Spike
Recovery
%
% Difference
COD
BDL
94
96
100
96
3
OD
BDL
108
N/A
107
N/A
3
Sulfide
BDL
100
98
98
104
2
99
Alkalinity
BDL
91
N/A
94
93
<1
Chloride
BDL
98
102
N/A
96
<1
1 02
itate-Nitrogen
BDL
99
101
100
102
2
101
Sulfate
BDL
102
108
108
99
l
109
108
TOC
BDL
98
90
94
93
<l
91
DS
BDL
100
N/A
99
N/A
2
Corresponding Samples: 57090-01-06,57186-01,57187-01,57188-01,57275-01,57276-01,57277-01,57278-01,57304-01,57305-01,57306-01,57379-01-04
/o = Percent
CV = Initial Calibration Verification * Post Spike
CV = Continuing Calibration Verification
S = Laboratory Control Sample
/A = Not Available

i
RESEARCh & ANA[yTiCAL
LAbORATonms. INC.
Analytical/Process Consuls-otions
M�
o=eN004 =* s
-4,yc19'agc��I1
�p�ED ANP,�pJ
Quality Control Summary Results jot Project Identified as Rutherford Central (A Scarlen Geophysical Project, 01-08 October 2018)
Chlorinated Pesticides
EPA Method 8081%082
Parameter
Method Blank
(m911.1
Matrix
Spike
%Recovery
Spike
Diplicate
%Recovery
Quality
Control
Limits
nal t
Aldrin
ND
119
108
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
123
112
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
110
108
70-130
MG
Dieldrin
ND
107
103
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
112
107
70-130
MG
ndrin aldehyde
ND
N/A
N/A
N/A
MG
Heptachlor
ND
120
107
70-I30
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: 57186-01,57187-01,57188-01,57275-01,57276-01,57277-01,57278-01,57305-01,57306-01,57379-01
% = Percent
ND = Non Detected
N/A = Not Available

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 3-9, 2017
Oct 2-5, 2017
May 10-17, 2018
Oct 1-8, 2018
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
46.25
949.26
47.27
948.24
46.89
948.62
46.20
949.31
8103-MW-3
859.62
860.28
822.62
812.62
47.0
33.89
826.39
34.61
825.67
32.09
828.19
33.23
827.05
8103-MW-4
849.72
851.03
809.72
799.72
50.0
36.06
814.97
36.48
814.55
31.91
819.12
34.82
816.21
8103-MW-6
833.43
834.90
810.93
795.93
37.5
31.88
803.02
32.33
802.57
31.36
803.54
31.12
803.78
8103-MW-7
890.51
892.70
851.51
836.51
54.0
37.82
854.88
37.33
855.37
34.93
857.77
35.88
856.82
8103-MW-8
857.86
860.31
828.36
813.36
44.5
43.49
816.82
44.26
816.05
39.89
820.42
42.56
817.75
8103-MW-9
864.97
867.25
842.47
827.47
37.5
34.00
833.25
35.65
831.60
34.02
833.23
34.64
832.61
8103-MW-10A
834.73
837.23
743.73
733.73
101.0
4.505
832.735
5.665
831.57'
6.475
830.76'
6.725
830.515
8103-MW-10B
834.50
836.15
802.50
797.50
37.0
8.92
827.23
10.01
826.14
9.11
827.04
9.51
826.64
8103-MW-10C
834.50
836.19
823.50
818.50
16.0
8.65
827.54
9.78
826.41
8.88
827.31
9.29
826.90
8103-MW-10D
834.73
837.23
778.73
768.73
66.0
9.88
827.35
11.16
826.07
9.96
827.27
9.44
827.79
8103-MW-11A
815.39
817.18
780.39
770.39
45.0
8.62
808.56
9.22
807.96
8.26
808.92
8.55
808.63
8103-MW-11 B
816.32
817.72
806.32
796.32
20.0
9.65
808.07
10.31
807.41
9.45
808.27
9.42
808.30
8103-MW-12
884.33
886.68
849.33
834.33
50.0
33.10
853.58
38.90
847.78
32.27
854.41
38.10
848.58
8103-MW-13
960.80
962.90
887.80
872.80
88.0
82.05
880.85
82.50
880.40
81.21
881.69
80.26
882.64
8103-MW-14
867.08
869.48
849.68
834.68
32.4
23.51
845.97
24.80
844.68
20.67
848.81
27.18
842.30
8103-MW-15
887.58
889.54
839.58
849.58
38.0
31.41
858.13
35.38
854.16
29.10
860.44
32.40
857.14
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_1018

TABLE 2
GROUND AND SURFACE WATER SAMPLING FIELD DATA
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
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
15.08°C
17.4°C
13.69°C
15.41°C
16.7°C
14.39°C
13.79°C
NS
16.6°C
Conductivity
93.0 pmhos/cm
934 pmhos/cm
580 pmhos/cm
1960 pmhos/cm
953 pmhos/cm
393 pmhos/cm
41.0 pmhos/cm
NS
102.3 pmhos/cm
pH
7.24
6.38
5.88
5.90
6.70
5.33
4.59
NS
6.17
ORP
235 mV
NA
186 mV
6 mV
NA
310 mV
307 mV
NS
NA
DO
6.54 mg/I
NA
0.72 mg/I
1.69 mg/I
NA
5.48 mg/I
6.43 mg/I
NS
NA
Turbidity
18.4 NTU
NA
0.0 NTU
0.0 NTU
NA
0.0 NTU
0.0 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-SW-2
Temperature
17.1°C
13.06°C
13.42°C
17.2°C
17.7°C
17.6°C
17.4°C
16.2°C
20.5°C
Conductivity
100.0 pmhos/cm
286 pmhos/cm
715 pmhos/cm
167.E pmhos/cm
563 pmhos/cm
191.3 pmhos/cm
206 pmhos/cm
233 pmhos/cm
101.6 pmhos/cm
pH
6.40
5.30
5.56
5.86
6.41
5.70
5.71
5.87
7.13
ORP
NA
133 mV
53 mV
NA
NA
NA
NA
NA
NA
DO
NA
0.54 mg/I
0.40 mg/I
NA
NA
NA
NA
NA
NA
Turbidity
NA
0.0 NTU
0.0 NTU
NA
NA
NA
NA
NA
NA
Parameter
Sample Location
8103-SW-3
8103-SW-4
8103-SW-5
Temperature
21.0°C
20.9°C
20.4°C
Conductivity
80.6 pmhos/cm
58.3 pmhos/cm
76.7 pmhos/cm
pH
7.32
7.16
6.71
ORP
NA
NA
NA
DO
NA
NA
NA
Turbidity
NA
NA
NA
NS - Not sampled
NA - Not analyzed
RuthCent_1018

TABLE 3
GROUNDWATER SAMPLING RESULTS
APPENDIX I INORGANIC CONSTITUENTS BY SW-846 METHOD 6010
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
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
BQL
BQL
BQL
BQL
BQL
10.0
BARIUM
21.7
167.0
154.0
382.0
132.0
163.0
59.1
357.0
700.0
BERYLLIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.88
4.0
CADMIUM
BQL
0.4
0.4
0.5
0.4
0.3
BQL
BQL
2.0
CHROMIUM
2.2
1.8
2.3
7.0
4.8
2.8
2.9
26.3
10.0
COBALT
BQL
1.2
1.3 =
44.5
1.9 : -
BQL
BQL
17.4
1.0
COPPER
BQL
1.3
3.9
BQL
5.2
BQL
BQL
23.0
1000.0
LEAD
BQL
BQL
2.6
BQL
BQL
BQL
BQL
10.5
15.0
NICKEL
BQL
1.5
1.8
19.7
3.3
1.3
1.2
20.3
100.0
SELENIUM
BQL
BQL
BQL
6.78
BQL
BQL
BQL
BQL
20.0
SILVER
4.7
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
THALLIUM
BQL
BQL
BQL
34.3
BQL
BQL
BQL
BQL
0.28
VANADIUM
2.1
2.3
8.6
BQL
5.9
1.5
BQL
53.8
*
0.3
ZINC
12.4
9.0
26.1
55.6
29.7
47.4
17.8
66.5
1000.0
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
209.0
191.0
183.0
492.0
140.0
171.0
83.4
104.0
700.0
BERYLLIUM
0.59
BQL
BQL
3.6
BQL
BQL
BQL
BQL
4.0
CADMIUM
BQL
0.32
0.3
BQL
0.3
0.4
BQL
0.3
2.0
CHROMIUM
23.5
1.9
3.8
67.2
6.8
2.7
1.6
3.9
10.0
COBALT
10.7
27.1
12.5
28.4
4.3
4.7
BQL
BQL
1.0
COPPER
13.0
10.3
BQL
30.9
8.8
14.5
BQL
BQL
1000.0
LEAD
6.6
BQL
BQL
23.1
2.4
3.9
BQL
BQL
15.0
NICKEL
11.3
12.1
4.6
40.8
3.8
12.4
0.7
0.8
100.0
SELENIUM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
SILVER
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
20.0
THALLIUM
BQL
• 4.4
14.2
BQL
3.4
•2.7
BQL
BQL
0.28
VANADIUM
42.&
BQL
0.9
136.0
9.5
2.9
2.4
2.7
0.3
ZINC
57.2
25.0
6.6
127.0
22.0
21.6
9.3
10.2
1000.0
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_1018

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 1-8, 2018
Parameters
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MWA
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
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
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
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
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
0.6
1,1-DICHLOROETHANE
BQL
BQL
BQL
BQL
0.6
BQL
BQL
BQL
BQL
1.3
BQL
BQL
BQL
BQL
BQL
BQL
6.0
`
1,1-DICHLOROETHENE
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
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
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
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
BQL
BQL
BQL
0.6
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
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
BQL
BQL
BQL
BOIL
BQL
BOIL
20.3
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
0.6
1,4-DICHLOROBENZENE
BQL
BQL
0.7
6.9
BQL
BQL
BQL
BQL
BQL
2.0
2.6
BQL
BQL
BQL
BQL
BQL
6.0
"
1,4-DIOXANE
2.3
'22.9'
2.2
108.0'
.5.3"
7.0
BQL
2.5
BQL
2.2
10.8'
2.7
4:8
BOIL
2.5
BQL
3.0
2-BUTANONE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4,000.0
`
2-HEXANONE
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
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
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BQL
6,000.0
'
ACRYLONITRILE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
`
BENZENE
BQL
BQL
BQL
12
BQL
BQL
BQL
BOIL
BQL
1.0
0.2
BQL
BQL
0.6
BQL
BQL
1.0
'
BROMOCHLOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.6
BROMODICHLOROMETHANE
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BQL
0.6
'
BROMOFORM
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
4.0
"
BROMOMETHANE
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BQL
1 10.0
CARBON DISULFIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
700.0
"
CARBON TETRACHLORIDE
BQL
BQL
BQL
BOIL
BQL
BQL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BOIL
BQL
BQL
0.3
CHLOROBENZENE
BQL
BQL
0.6
36.5
BQL
BQL
BQL
BQL
BQL
1.8
5.4
BQL
BQL
BQL
BQL
BQL
50.0
"
CHLOROETHANE
BQL
BQL
0.61
BQL
BQL
BQL
BQL
BQL
BQL
0.6
0.4
BQL
BQL
0.8
BQL
BQL
3,000.0
'
CHLOROFORM
BQL
BQL
BQL
BQL
BQL
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
BQL
BQL
BQL
BQL
BQL
3.0
'
CIS-1,2-DICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.3
9.5
BQL
BQL
BQL
0.5
0.3
BQL
70.0
"
CIS-1,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
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
BQL
BQL
BQL
BQL
BQL
0.4
0.41
DIBROMOMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
ETHYLBENZENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
600.0
"
METHYL IODIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
METHYLENE CHLORIDE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
5.0
"
STYRENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
70.0
TETRACHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.3
BQL
BQL
BQL
BQL
BQL
BQL
0.7
"
TOLUENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
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
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
100.0
'
TRANS-I,3-DICHLOROPROPENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.4
0.2
TRANS-I,4-DICHLORO-2-BUTENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
'
TRICHLOROETHENE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
1.1
BQL
BQL
BQL
BQL
BQL
BQL
3.0
`
TRICHLOROFLUOROMETHANE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.2
0.3J
2,000.0
'
VINYL ACETATE
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
88.0
VINYLCHLORIDE
BQL
BQL
BQL
0.4
BQL
BQL
BQL
BQL
BQL
0.4
0.7
BQL
BQL
0.2
BQL
BQL
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
RuthCeM_1018

TABLE 5
GROUNDWATER SAMPLING RESULTS
APPENDIX II TRIGGERED CONSTITUENTS
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
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
0.5
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
200.0
1,3-Dichloro ro ane
8260
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Dichlorodifluorom ethane
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
gamma-BHC Lindane
8081
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
0.03
Mercury
7470
0.09
0.05
BQL
BQL
0.03
0.01
BQL
0.05
BQL
0.08
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
• NS - Not Sampled
RuthCent_1018

TABLE 6
GROUNDWATER SAMPLING RESULTS
MONITORED NATURAL ATTENUATION PARAMETERS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
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
52,100 u /L
346,000 u /L
621,000 u /L
75,300 u /L
22,300 u /L
143,000 u /L
378,000 u /L
BOD
SM 5210B
BQL
BQL
2,190 u /L
BQL
BQL
BQL
BQL
BUTYRIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
CARBON DIOXIDE
SM 4500 CO2 C
2,640 u /L
202,000 u /L
316,000 u /L
106,000 u /L
79,200 u /L
150,000 u /L
304,000 u /L
CHLORIDE
SM 4500 Cl C
2,940 u /L
13,200 u /L
284,000 ug/L
71,900 u /L
5,870 u /L
10,800 u /L
41,100 u /L
250,000.0
COD
EPA 410.4
BQL
7,000 u /L
84,000 u /L
6,000 u /L
BQL
5,000 u /L
21,000 u /L
ETHANE
AM20GAX
BQL
BQL
0.70 u /L
BQL
BQL
BQL
0.19 u /L
ETHENE
AM20GAX
BQL
BQL
0.45 u /L
BQL
BQL
BQL
0.20 u /L
HEXANOIC ACID
AM23G
BQL
BQL
BQL
BQL
BQL
<MRL
BQL
HYDROGEN
AM20GAX
48 nM
16 Nm
24 nM
22 nM
24 nM
24 nM
48 Nm
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
1,060 ug/L
1,190 ug/L
3,790 ug/L
223 u /L
33.1 u /L
734 ug/L
3890 ug/L
300.0
LACTIC ACID & HIBA
AM23G
BQL
BQL
BQL
BQL
BQL
BQL
BQL
METHANE
AM20GAX
BQL
3.0 u /L
120 u /L
BQL
3.5 u /L
3.5 u /L
320 u /L
NITRATE -NITROGEN
SM 4500 NO3 E
60.0 u /L
BQL
BQL
6,020 u /L
BQL
BQL
BQL
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
11,000 u /L
12,700 u /L
BQL
BQL
10,700 u /L
250,000.0
SULFIDE
EPA 376.1
BQL
BQL
BQL
BQL
BQL
BQL
BQL
TOTAL ORGANIC CARBON
SM 5310
BQL
2,380 ug/L
27,700 ug/L
2,580 ug/L
BQL
BQL
6,100 ug/L
Notes:
• ug/L - micrograms per Liter (ppb)
• nM - nano Moles
• BQL - Below Method Detection Limit
• * - Standard not established
• ** - Analysed past hold time
• NS - Not sampled
RuthCent_1018

TABLE 7
GROUNDWATER AND SURFACE WATER SAMPLING RESULTS
C & D PARAMETERS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameter
Laboratory
Method
Sample Location
15A NCAC 2L
Standard for Class
GA Groundwater
NC Groundwater
Protection
Standard
15A NCAC 213
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-5
ALKALINITY
SM 2320B
52,100
342,000
253,000
74,400
41,800
24,200
27,000
24,200
14,000
21,400
ALUMINUM
SW8466010C
468.0
314.0
2,400.0
599.0
504.0
1,060.0
278.0
55.4
254.0
158.0
3,500.0
CHLORIDE
SM 4500 Cl C
2,940
458,400
9,780
6,360
5,870
9,780
7,340
5,870
5,380
6,360
250,000.0
230,000111
IRON
EPA200.7
1,060.0
1,060.0
4,500.0
2,570.0
637.0,
1,020.0
426.0
297.0
496.0
991.0
300.0
1 1,000111
MANGANESE
SW 846 6010
12.0
275.0_
1,620.0
1,060.0
29.3
60.3
76.4
41.2
21.7
35.6
50.0
MERCURY
SW 846 7470
0.03
BQL
0.02
0.12
BQL
BQL
0.04
BQL
0.05
BQL
1.0
0.012
SULFATE
SM 4500 SO4 E
BQL
42,700
BQL
BQL
24,600
36,600
BQL
BQL
BQL
BQL
250,000.0
TDS
SM 2540 C
78,000
572,000
323,000
125,000
139,000
185,000
79,000
60,000
57,000
66,000
TETRAHYDROFURAN
SW 8468260B
BQL
BQL
BQL
BQL
1.9
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
Ill - Action Level
Shaded cells denote concentrations that equal or exceed 2B Standards, 2L Standards, Groundwater Protection Standards, or Action Levels
NA - Not analyzed due to insufficient sample volume. See note.
RuthCent_1018

TABLE 8
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 11 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
• s - 1,3-dichlorobenzene added to Appendix 11 triggered constituent list
• 6 - Tetrahydrofuran added to C&D constituent list
• 7 - 1,4-Dioxane added to all sample locations
RuthCent_1018

TABLE 8 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY. NORTH CAROLINA
Well
04/11/2001
09/12-13/2001
04/03/2002
06/27/2002
10/02/2002
04/02-03/2003
09/03/2003
04/06/2004
10/27/2004
04/05/2005
09/08/2005
04/04-05/2006
10/26-27/2006
5/22-2312007
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
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
1,IIt,MNA
1,11,MNA
1,IIt,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
1, 11, MNA
I, 11(t), MNA
8103-MW-7
I'll
1, 11(t)
I'll
I, 11(t)
I'll
I, 11(t)
I'll
I, 11(t)
I'll
1, 11(t)
I'll
I, 11(t)
I'll
I, 11(t)
I'll
I, 11(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)
I'll
1, 11(t)
I'll
I, 11(t), MNA
1,11,MNA
I, 11(t), MNA
8103-MW-9
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
1, 11(t)
I'll
I, 11(t), MNA
1,11,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)
11(t)
1, 11(t)
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), 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,
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
1, 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
• z - 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
• s - 1,3-dichlorobenzene added to Appendix 11 triggered constituent list
• 6 - Tetrahydrofuran added to C&D constituent list
• 7 - 1,4-Dioxane added to all sample locations
RuthCent_1018

SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
TABLE 8 (cont.)
Well
05/18-05/21, 2009
10/07-10/09, 2009
05/17-05/20, 2010
09/20-09/23, 2010
04125-05102, 2011
09/27-09/30, 2011
04130-05103, 2011
09/25-10/03, 2012
04115-04118,2013
09/23-09/28, 2013
04128-0511, 2014
09/29-10/04, 2014
04/27-05102, 2015
09/28-10107, 2015
04/26-05/05, 2016
09119-09/22, 2016,
8103-MW-2
I MNA C&D
1, MINA C&D
I MNA C&D
I, MNA, C&D4
I, MNA, C&D
I, MINA, C&D
I, MNA, C&D
I, MINA, C&D
I, MNA, C&D
I, MINA, C&D
I, MINA, C&Ds
I, MINA, C&D
I, MNA, C&D
I, MNA, C&D
I, MINA, C&D
I, MNA, C&D
8103-MW-3
I, C&D
1, 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, C&D
8103-MW-4
I, II, MNA
1, lilt), MNA
I, II, MNA
I, II t MNA
I, II, MNA
I, II(t)s, MINA
I, II, MNA
I, lilt), MINA
I, II, MINA
I, II(t), MINA
I, II, MNA
I, II(t), MINA
I, II, MNA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
8103-MW-6
I, II, MNA
1, lilt), MNA
I, II, MNA
I, lilt), MNA
I, II, MNA
I, II(t)s, MINA
I, II, MNA
I, lilt), MINA
I, II, MINA
I, II(t), MINA
I, II, MNA
I, II(t), MINA
I, II, MINA
I, II(t), MNA
I, II, MNA
I, II(t), MNA
8103-MW-7
III
I, II t
I, II
I, II t
III
I, II(t)s
I'll
I, II(t)
I'll
I, II(U
I'll
I, II(t)
I'll
I, II(t)
I'll
I, II(t)
8103-MW-8
I, II, MNA
1, lilt), MNA
I, lilt), MNA
I, II, MNA
I, II(t)s, MINA
I, II, MNA
I, lilt), MINA
I, II, MINA
I, II(t), MINA
I, II, MNA
I, lilt), MINA
I, II, MINA
I, II(t), MNA
I, II, MINA
I, II(t), MNA
8103-MW-9
I, II, MNA
1. lilt), MNA
I, II, MNA
I, lilt), MNA
I, II, MNA
I, II(t)s, MINA
I, II, MNA
I, lilt), MINA
I, II, MINA
I, II(t), MINA
I, II, MNA
I, lilt), MINA
I, II, MINA
I, II(t), MNA
I, II, MINA
I, II(t), MNA
8103-MW-10A
8103-MW-10B
1, II t
I, II t
I, II t
I II t
II t
I, II(t)s
I, II(t)
I, II(U
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
1, II t
I, II t
II t
I II t
II t
I, II(t)s
I, II(t)
I, II(U
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, II t, MNA
1, lilt), MNA
I, II t MNA
I, lilt), MNA
I, II t MNA
I, II(t)s, MINA
I, II(t), MNA
I, lilt), MINA
I, II(t), MNA
I, lilt), MINA
I, II(t), MINA
I, lilt), MINA
I, lilt), MINA
I, II(t), MNA
I, II(t), MINA
I, II(t), MNA
8103-MW-11A
I, II t, MNA
1, lilt), MNA
I, II t MNA
I, lilt), MNA
I, II t MNA
I, II(t)s, MINA
I, II(t), MNA
I, lilt), MINA
I, II(t), MNA
I, lilt), MINA
I, II(t), MINA
I, lilt), MINA
I, lilt), MINA
I, II(t), MNA
I, II(t), MINA
I, II(t), MNA
8103-MW-11B
1, II t
I, II t
II t
I II t
II t
I, II(t)s
I, II(t)
I, II(U
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
1, C&D
I, C&D
I, C&D4
I, C&D
I, C&D
I, C&D
1 I, C&D
1 I, C&D
1 I, C&D
I, C&Ds
I, C&D
1 I, C&D
I, C&D
I, C&D
1 I, C&D
8103-MW-13
I, C&D
1, 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, C&D
8103-MW-14
I, C&D
1, 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, C&D
8103-MW-15
I, C&D
1 I, C&D
1 I, C&D
1 I, C&D4
1 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, 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
• 5 - 1,3-dichlorobenzene added to Appendix II triggered constituent list
• 6 - Tetrahydrofuran added to C&D constituent list
• 7 - 1,4-Dioxane added to all sample locations
RuthCent_1018

TABLE 8 (cont.)
SUMMARY OF SAMPLING EVENTS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY. NORTH CAROLINA
Well
05/03-05/09, 2017
10/02-10/05, 2017
05/10-05/17, 2018
10/01-10/08, 2018
8103-MW-2
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D
I, MNA, C&D7
8103-MW-3
I, C&D
I, C&D
I, C&D
I, C&D7
8103-MW-4
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t), MNA7
8103-MW-6
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t), MNA7
8103-MW-7
1,11
I, II t
1,11
I, II(t)
8103-MW-8
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t), MNA7
8103-MW-9
I, II, MNA
I, 11(t), MNA
I, II, MNA
I, II(t), MNA7
8103-MW-10A
8103-MW-10B
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)
8103-MW-10D
I, 11(t), MNA
I, 11(t), MINA
I, 11(t), MINA
I, II(t), MNA7
8103-MW-11A
I, 11(t), MNA
I, 11(t), MNA
I, 11(t), MNA
I, II(t), MNA7
8103-MW-11B
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&D7
8103-MW-13
I, C&D
I, C&D
I, C&D
I, C&D7
8103-MW-14
I, C&D
I, C&D
I, C&D
I, C&D7
8103-MW-15
I, C&D
I, C&D
I, C&D
I, C&D7
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
3 - 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_1018

TABLE 9
GROUNDWATER FLOW RATES
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Hydraulic
Conductivity
Effective
Velocity
Velocity
Well No.
(cm/sec)
Gradient
Porosity
(cm/sec)
(ft/yr)
8103-MW-2
1.3 x 10-50.089
.20
5.77 x 10
5.97
8103-MW-4
3.7 x 10-6
0.032
.20
5.95 x 10-7
0.62
8103-MW-6
2.4 x 10-5
0.100
.20
1.20 x 10-5
13.15
8103-MW-7
2.9 x 10-6
0.095
.201
1.38 x 10-6
1.42
8103-MW-8
1.6 x 10-4
0.021
.20
1.66 x 10-5
17.23
8103-MW-9
I 2.1 x 10-
0.022
.20
1 2.33 x 1 O'l
2.42
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_1018

TABLE10
SURFACE WATER SAMPLING RESULTS
APPENDIX I INORGANIC CONSTITUENTS BY SW-846 METHOD 6010
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameter
Sample Location
15A NCAC 2B
Standard for Class
B,C Surface Water
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
ANTIMONY
BQL
BQL
BQL
BQL
ARSENIC
BQL
BQL
BQL
BQL
50.0
BARIUM
47.5
31.3
35.4
40.5
BERYLLIUM
BQL
BQL
BQL
BQL
6.5
CADMIUM
BQL
0.2
BQL
BQL
2.0
CHROMIUM
1.2
1.0
1.3
2.9
50.0
COBALT
2.4 J
BQL
BQL
BQL
COPPER
BQL
BQL
BQL
39.0
7.0[1]
LEAD
BQL
BQL
BQL
BQL
25.0
NICKEL
BQL
BQL
BQL
26.1
88.0
SELENIUM
BQL
BQL
BQL
BQL
5.0
SILVER
BQL
BQL
BQL
BQL
0.06[1]
THALLIUM
BQL
BQL
BQL
BQL
VANADIUM
1 1.4
0.7
2.1
1.2
ZINC
1 5.4
8.1
9.4
10.0
50.0[1]
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
• [11 - Action Level
RuthCent_1018

TABLE 11
SURFACE WATER SAMPLING RESULTS
APPENDIX I VOLATILE ORGANIC CONSTITUENTS BY SW-846 METHOD 8260
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameters
Sample Location
15A NCAC 2B
Standard for Class
B,C Surface Water
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
1,1,1,2-TETRACHLOROETHANE
BOL
BOL
BOL
BOL
1,1,1-TRICHLOROETHANE
BOL
BOL
BOL
BOL
1,1,2,2-TETRACHLOROETHANE
BOL
BOL
BOL
BOL
1,1,2-TRICHLOROETHANE
BOL
BOL
BOL
BOL
1,1-DICHLOROETHANE
BOL
BOL
BOL
BOL
1,1-DICHLOROETHENE
BOL
BOL
BOL
BOL
1,2,3-TRICHLOROPROPANE
BOL
BOL
BOL
BOL
1,2-DIBROMO-3-CHLOROPROPANE
BOL
BOL
BOL
BOL
1,2-DIBROMOETHANE
BOL
BOL
BOL
BOL
1,2-DICHLOROBENZENE
BOL
BOL
BOL
BOL
1,2-DICHLOROETHANE
BOL
BOL
BOL
BOL
1,2-DICHLOROPROPANE
BOL
BOL
BOL
BOL
1,4-DICHLOROBENZENE
BOL
BOL
BOL
BOL
1,4-DIOXANE
2.7
BOL
BOL
2.4
2-BUTANONE
BOL
BOL
BOL
BOL
2-HEXANONE
BOL
BOL
BOL
BOL
4-METHYL-2-PENTANONE
BOL
BOL
BOL
BOL
ACETONE
BOL
BOL
BOL
BOL
ACRYLONITRILE
BOL
BOL
BOL
BOL
BENZENE
BOL
BOL
BOL
BOL
BROMOCHLOROMETHANE
BOL
BOL
BOL
BOL
BROMODICHLOROMETHANE
BOL
BOL
BOL
BOL
BROMOFORM
BOL
BOL
BOL
BOL
BROMOMETHANE
BOL
BOL
BOL
BOL
CARBON DISULFIDE
BOL
BOL
BOL
BOL
CARBON TETRACHLORIDE
BOL
BOL
BOL
BOL
CHLOROBENZENE
BOL
BOL
BOL
BOL
CHLOROETHANE
BOL
BOL
BOL
BOL
CHLOROFORM
BOL
BOL
BOL
BOL
CHLOROMETHANE
BOL
BOL
BOL
BOL
CIS-1,2-DICHLOROETHENE
BOL
BOL
BOL
BOL
CIS-1,3-DICHLOROPROPENE
BOL
BOL
BOL
BOL
DIBROMOCHLOROMETHANE
BOL
BOL
BOL
BOL
DIBROMOMETHANE
BOL
BOL
BOL
BOL
ETHYLBENZENE
BOL
BOL
BOL
BOL
IODOMETHANE
BOL
BOL
BOL
BOL
METHYLENE CHLORIDE
BOL
BOL
BOL
BOL
STYRENE
BOL
BOL
BOL
BOL
TETRACHLOROETHENE
BOL
BOL
BOL
BOL
TOLUENE
BOL
BOL
BOL
BOL
11.0
TOTAL XYLENES
BOL
BOL
BOL
BOL
TRANS-1,2-DICHLOROETHENE
BOL
BOL
BOL
BOL
TRANS-1,3-DICHLOROPROPENE
BOL
BOL
BOL
BOL
TRANS-1,4-DICHLORO-2-BUTENE
BOL
BOL
BOL
BOL
TRICHLOROETHENE
BOL
BOL
BOL
BOL
TRICHLOROFLUOROMETHANE
BOL
BOL
BOL
BOL
VINYL ACETATE
BOL
BOL
BOL
BOL
VINYL CHLORIDE
BOL
BOL
BOL
BOIL
Notes:
• All results in parts per billion (ppb)
• BOL - Below Method Detection Limit
• ` - Standard not established
• Shaded cells denote concentrations that equal or exceed 2B Standards
RuthCent_1018

TABLE 12
NOTIFICATION TABLE
CONSTITUENTS DETECTED AT OR ABOVE GROUNDWATER STANDARDS
CENTRAL SANITARY LANDFILL (# 81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameters
Well Number
15A NCAC 2L
Standard for Class
NC Groundwater
Protection
8103-MW-2
8103-MW-3
8103-MWA
8103-MW-6
8103-MW-7
8103-MW-8
8103-MW-9
8103-MW-10B
8103-MW-IOC
8103-MW-10D
8103-MW-11A
8103-MW-11B
8103-MW-12
8103-MW-13
8103-MW-14
8103-MW-15
GAGroundwater
Standard
1,2-DICHLOROPROPANE
20.3
0.6
'
1,4-DICHLOROBENZENE
6.9
6.0
'
1,4-DIOXANE
22.9
108.0
5.3
7.0
10.8
4.8
3.0
'
BENZENE
1.2
1.0
1.0
'
CHLORIDE
'284;000.0
250,000.0
'
CHROMIUM
26.3•
23.5
• 67.2
10.0
'
COBALT
1.2„
1.3
44.5
.1.9„
17A„
, 10.7
- 27.1
12.5.
, 28.4 -
4.3
4.7 ,
1.0
IRON
1,060.0
1,060.0
11190.0
3,790.0
734.0
3,890.0
4,500.0
2,570.0
637.0
1,020.0
300.0
'
LEAD
23.7
15.0
'
MANGANESE
275.0
1,620.0
1,060.0
66.3
50.0
'
TETRACHLOROETHENE
1.3
0.7
'
THALLIUM
-. 34.3
4.4 -
.14.2,
3A ,
-2.7 „
0.28
VANADIUM
2.1
2.3
8.6
5.9
1.�
53.8
42;8
0.9
1360
9.5
2.9
24
2j
0.3
VINYLCHLORIDE
10.4
0.4
1 0.7
0.2
1
0.03
'
Notes:
• All results in parts per billion (ppb)
• ' - Standard not established
Shaded ., I cells denote concentrations that equal or exceed 2L or Groundwater Protection Standards
• NS - Not Sampled
RuthCeM_1018

TABLE13
NOTIFICATION TABLE
CONSTITUENTS DETECTED AT OR ABOVE SURFACE WATER STANDARDS
CENTRAL SANITARY LANDFILL (#81-03)
RUTHERFORD COUNTY, NORTH CAROLINA
OCTOBER 1-8, 2018
Parameter
Sample Location
15A NCAC 2B
Standard for Class
B,C Surface Water
8103-SW-2
8103-SW-3
8103-SW-4
8103-SW-5
MERCURY
0.04
0.05
0.012
COPPER
39.0
7.01 11
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_1018

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 4, 2018 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
1532
46.20
321.8
17.44
91.0
6.83
217.0
9.66
670.0
1542
46.87
321.8
3.218/0.85
15.70
96.0
7.25
223.0
7.35
352.0
1552
47.37
321.8
6.435/1.70
15.30
95.0
7.35
225.0
7.24
158.0
1602
47.71
321.8
9.653/2.55
15.19
95.0
7.36
226.0
7.18
79.6
1612
47.92
321.8
12.870/3.40
15.15
94.0
7.34
226.0
7.58
63.1
1622
48.09
321.8
16.088/4.25
15.17
94.0
7.27
233.0
6.71
28.5
1632
48.20
321.8
19.306/5.10
15.08
93.0
7.24
235.0
6.54
18.4
water samples collected @ 1632
1655
-
300
-
-
-
-
-
-
1715
-
6.000/1.59
hydrogen sample collected @ 1715
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 4, 2018 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
1246
34.82
511.0
14.85
557.0
6.17
279.0
5.18
234.0
1256
36.48
511.0
5.110/1.35
13.85
564.0
5.82
263.0
1.20
119.0
1306
36.33
511.0
10.221/2.70
13.75
573.0
5.81
223.0
0.88
53.4
1316
36.46
511.0
15.331 /4.05
13.74
577.0
5.83
203.0
0.81
12.1
1326
36.48
511.0
20.441 /5.40
13.67
579.0
5.87
191.0
0.75
6.4
1336
36.45
511.0
25.551/6.75
13.69
580.0
5.88
186.0
0.72
0.0
water samples collected @ 1336
1400
-
300
-
-
-
-
-
-
1420
-
6.000/1.59
hydrogen sample collected @ 1420
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 2, 2018 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
1050
31.12
378.5
16.63
1940.0
5.44
82.0
4.63
0.0
1100
31.36
378.5
3.785/1.00
15.56
1990.0
5.82
15.0
3.06
0.0
1110
31.48
378.5
7.571 /2.00
15.47
1990.0
5.87
10.0
2.01
0.0
1120
31.57
378.5
11.356/3.00
15.43
1970.0
5.89
5.0
1.95
0.0
1130
31.57
378.5
15.142/4.00
15.41
1960.0
5.90
6.0
1.69
0.0
water samples collected @ 1130
1225
-
300
-
-
-
-
-
-
1245
-
6.000/1.59
hydrogen sample collected @ 1245
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 4, 2018 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
1018
42.56
315.5
16.69
411.0
6.07
268.0
16.37
83.2
1028
43.24
315.5
3.155/0.83
14.61
369.0
5.34
304.0
6.14
9.0
1038
43.44
315.5
6.309/1.67
14.43
384.0
5.36
306.0
5.78
0.0
1048
43.52
315.5
9.4654/2.50
14.39
393.0
5.33
310.0
5.48
0.0
1100
-
315.5
13.249/3.50
-
-
-
-
-
-
water samples collected @ 1100
1130
300
1150
-
6.000/1.59
hydrogen sample collected @ 1150
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 3, 2018 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
1352
34.64
391.2
16.67
38.0
5.18
239.0
10.35
0.0
1402
36.36
391.2
3.912/1.03
13.70
39.0
4.48
291.0
7.18
0.0
1412
37.78
391.2
7.823/2.07
13.54
41.0
4.51
304.0
6.66
0.0
1422
38.17
391.2
11.735/3.10
13.79
41.0
4.59
307.0
6.43
0.0
1425
-
391.2
12.908/3.41
-
-
-
-
-
-
water samples collected @ 1425
1455
300
1515
-
6.000/1.59
hydrogen sample collected @ 1515
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 3, 2018 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
1039
10.58
1741.3
14.36
373.0
5.94
162.0
8.21
-
1049
13.26
1741.3
17.413/4.60
13.18
306.0
5.32
111.0
1.34
0.0
1059
13.62
1741.3
34.826/9.20
13.08
295.0
5.33
117.0
0.08
0.0
1109
13.52
1741.3
52.239/13.80
13.09
294.0
5.33
122.0
0.63
0.0
1119
13.24
1741.3
69.651/18.40
13.06
292.0
5.34
126.0
1.30
0.0
1129
13.13
1741.3
87.064/23.00
13.08
289.0
5.31
130.0
0.53
0.0
1139
13.21
1741.3
104.477/27.60
13.06
286.0
5.30
133.0
0.54
0.0
water samples collected @ 1139
1200
-
300
-
-
-
-
-
-
1220
-
6.000/1.59
hydrogen sample collected @ 1220
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 2, 2018 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
1315
8.55
890.7
15.28
801.0
6.14
37.0
2.28
65.9
1325
10.86
890.7
8.907/2.35
13.70
756.0
5.69
36.0
0.69
0.0
1335
10.79
890.7
17.814/4.71
13.54
736.0
5.58
48.0
0.51
0.0
1345
10.85
890.7
26.720/7.06
13.49
727.0
5.56
51.0
0.45
0.0
1355
10.89
890.7
35.627/9.41
13.47
721.0
5.56
52.0
0.43
0.0
1405
10.84
890.7
44.534/11.76
13.42
717.0
5.56
53.0
0.41
0.0
1415
11.00
890.7
53.441/14.12
13.42
715.0
5.56
53.0
0.40
0.0
water samples collected @ 1415
1440
-
300
-
-
-
-
-
-
1500
-
6.000/1.59
hydrogen sample collected @ 1500
Note: All depths measured from top of casing

RUTHERFORD COUNTY
CENTRAL SANITARY LANDFILL
APPENDIX I DETECTION MONITORING
APPENDIX II TRIGGERED CONSTITUENTS
MNA PARAMETERS
C&D PARAMETERS
OCTOBER 2018 SAMPLING
FORWEIRWIT •;
RUTHERFORD COUNTY
SGC PROJECT NUMBERS 0001.001 AND 0001.006
APRIL 25, 2019
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 2018 SAMPLING
I hereby certify this 25th day of April, 2019, that this report was prepared by me or under my
direct supervision.
Technical 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
6.0 REFERENCES
i
6
6
7
8
8
8
8
12
13
13
15
15
16
16

TABLES
Table 1 Summary of Monitoring Well Data, Central Sanitary Landfill
Table 2 Ground and Surface Water Sampling Field Data, Central Sanitary Landfill, October
1-8, 2018
Table 3 Groundwater Sampling Results, Appendix I Inorganic Constituents by SW-846
Method 6010, Central Sanitary Landfill, October 1-8, 2018
Table 4 Groundwater Sampling Results, Appendix I Volatile Organic Constituents by SW-
846 Method 8260, Central Sanitary Landfill, October 1-8, 2018
Table 5 Groundwater Sampling Results, Appendix II Triggered Constituents, Central
Sanitary Landfill, October 1-8, 2018
Table 6 Groundwater Sampling Results, Monitored Natural Attenuation Parameters, Central
Sanitary Landfill, October 1-8, 2018
Table 7 Groundwater and Surface Water Sampling Results, C&D Parameters, Central
Sanitary Landfill, October 1-8, 2018
Table 8 Summary of Sampling Events, Central Sanitary Landfill, October 1993-October
2018
Table 9 Groundwater Flow Rates, Central Sanitary Landfill, October 1-8, 2018
Table 10 Surface Water Sampling Results, Appendix I Inorganic Constituents by SW-846
Method 6010, Central Sanitary Landfill, October 1-8, 2018
Table 11 Surface Water Sampling Results, Appendix I Volatile Organic Constituents by SW-
846 Method 8260, Central Sanitary Landfill, October 1-8, 2018
Table 12 Notification Table, Constituents Detected At or Above Groundwater Standards,
Central Sanitary Landfill, October 1-8, 2018
Table 13 Notification Table, Constituents Detected at or Above Surface Water Standards,
Central Sanitary Landfill, October 1-8, 2018

FIGURES
Figure 1 Site Location Map
Figure 2 Groundwater Contour Map, October 1-8, 2018
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 2018 SAMPLING
1.0 EXECUTIVE SUMMARY
Sixteen monitoring wells and four stream locations at the Rutherford County Central Sanitary
Landfill were sampled October 1-8, 2018. 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-lOA, 8103-MW-1013, 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
facility's water quality monitoring. All sampling was conducted in accordance with North
Carolina Solid Waste Management Guidelines.
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-1013, 8103-MW-10C, 8103-MW-lOD, 8103-MW-11A, 8103-MW-1113,
8103-MW-12, 8103-MW-13, 8103-MW-14, and 8103-MW-15 were submitted to a North Carolina
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 11 assessment monitoring constituent list. Samples from 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, and 8103-MW-11B were also analyzed for triggered Federal Appendix 11 assessment
monitoring constituents. In this report, the term "triggered Appendix 11 constituent" refers to any
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 1

Appendix II constituent not included in the Appendix I list that was detected above the quantitation
limit established by the Solid Waste Section during a previous sampling event. Samples from
surface water locations 8103-SW-2, 8103-SW-3, 8103-SW-4, and 8103-SW-5 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-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 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.
In addition to Appendix I parameters, samples from 8103-MW-2, 8103-MW-3, 8103-MW-12,
8103-MW-13, 8103-MW-14, and 8103-MW-15 were analyzed for the C&D parameters set forth in
the NC Solid Waste Section approved monitoring plan. Surface water samples 8103-SW-2, 8103-
SW-3, 8103-SW-4, and 8103-SW-5 were also analyzed for the C&D parameters. The results of the
laboratory analyses for the C&D parameters are discussed in Section 5.4.
Beginning with this sampling event, all monitoring well and surface water samples were analyzed
for 1,4-dioxane.
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-4, 8103-MW-6, 8103-MW-7, 8103-MW-IOB, 8103-MW-10C, 8103-MW-IOD,
8103-MW-11A, 8103-MW-1113, 8103-MW-12, and 8103-MW-13; lead in 8103-MW-1113; thallium
in 8103-MW-6, 8103-MW-IOD, 8103-MW-11A, 8103-MW-12, and 8103-MW-13; and vanadium
in 8103-MW-2, 8103-MW-3, 8103-MW-4, 8103-MW-7, 8103-MW-8, 8103-MW-10B, 8103-MW-
I0C, 8103-MW-11A, 8103-MW-11B, 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. Ten Appendix I inorganic
constituents (barium, beryllium, cadmium, chromium, copper, lead, nickel, selenium, silver, and
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 2

zinc) were detected in one or more of the monitoring well samples at concentrations at or above the
Method Detection Limits (MDLs), but below the 2L or 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-10D;
tetrachloroethene in 8103-MW-IOD; and vinyl chloride in 8103-MW-6, 8103-MW-lOD, and 8103-
MW-1IA) exceeded the 2L or NCGP Standards on the date the samples were collected. Ten
Appendix I volatile organic constituents (1,1-dichloroethane; 1,2-dichlorobenzene; 1,4-
dichlorobenzene; benzene; chlorobenzene; chloroethane; cis-1,2-dichloroethene; total xylenes;
trichloroethene; and trichlorofluoromethane) were detected in one or more of the monitoring well
samples at concentrations at or above the MDLs, but below the 2L or NCGP Standards.
No Appendix II triggered constituent concentrations exceeded the 15A NCAC 2L or NCGP
Standards on the date the samples were collected. Two Appendix 11 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.
Concentrations of two MNA parameters (chloride in 8103-MW-6 and iron in 8103-MW-2, 8103-
MW-4, 8103-MW-6, 8103-MW-10D, and 8103-MW-11A) and of three C&D parameters (iron in
8103-MW-2, 8103-MW-3, 8103-MW-12, 8103-MW-13, 8103-MW-14, and 8103-MW-15; and
manganese in 8103-MW-3, 8103-MW-12, 8103-MW-13, and 8103-MW-15) exceeded the 2L or
NCGP Standards on the date the samples were collected.
Concentrations of 1,4-dioxane exceeded the 2L Standard in 8103-MW-3, 8103-MW-6, 8103-MW-
7, 8103-MW-8, 8103-MW-11A, and 8103-MW-12. 1,4-dioxane was detected in several
monitoring well samples at concentrations at or above the MDLs, but below the 2L Standards.
No Appendix I inorganic constituents were detected in the surface water samples at concentrations
that exceeded the 15A NCAC 2B Standards for Class B/C Surface Waters (213). Three Appendix I
inorganic constituents (cadmium, chromium, and nickel) were detected in one or more of the
surface water samples in concentrations above the MDLs, but below the 2B Standards. Three
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 3

Appendix I inorganic constituents that do not have established standards (barium, cobalt, and
vanadium) were detected in one or more of the surface water samples at concentrations above the
MDLs.
One Appendix I inorganic constituent (copper in 8103-SW-5a) was detected at a concentration that
exceeded the Recommended Action Level (RAC). One constituent (zinc) was detected in all
surface water samples at concentrations above the MDLs but below the RAC.
No Appendix I organic constituents were detected in the surface water samples.
1,4-dioxane was detected in 8103-SW-2 and 8103-SW-5a at concentrations above the MDL. There
is no established 2B Standard.
One C&D constituent (mercury in 8103-SW-2 and 8103-SW-4) was detected in the surface water
samples at concentrations that exceeded the 2B Standards.
The surface water samples were collected from creeks along the northern, western, and southern
perimeters of the landfill property.
2.0 INTRODUCTION
Central Sanitary Landfill is a Solid Waste Management Facility (SWMF) located off 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:
• 2018 semi-annual C&D water quality monitoring
• 2018 semi-annual Appendix I detection monitoring
• 2018 semi-annual Appendix II (triggered constituents only) assessment monitoring
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 4

• 2018 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-13, 8103-MW-14, 8103-MW-15, 8103-SW-2, 8103-SW-3, 8103-SW-4,
and 8103-SW-5 were analyzed for the Appendix I constituent list and the C&D parameters set forth
in the NC Solid Waste approved monitoring plan plus aluminum.
To complete the semi-annual Appendix I and triggered Appendix 11 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-IOB, 8103-MW-IOC, 8103-MW-IOD, 8103-
MW-11A, and 8103-MW-11B were analyzed for the full list of Appendix I constituents and
triggered 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-10A, 8103-MW-IOB, 8103-MW-10C, 8103-MW-10D, 8103-MW-
I IA, and 8103-MW-11B 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.
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 5

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-10D, and 8103-MW-1 ]A
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:
• Sampled sixteen monitoring wells and four surface water locations at the Central Sanitary
Landfill SWMF.
0 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 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 October 1-8, 2018. 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. Each well was 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
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 6

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,
and 8103-MW-9 were collected using a properly decontaminated pneumatic pump and dedicated
tubing. Samples from 8103-MW-7, 8103-MW-1013, 8103-MW-10C, 8103-MW-1113, 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
glassware, packed on ice, and placed under chain -of -custody. The sampling technician wore new
latex gloves, which were changed between wells and used separate bailers at each of the bailed
wells to minimize the possibility of cross contamination. 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 1 and 8, 2018. 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 on 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
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 7

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
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. The subsequent history for the semi-annual sampling events designed to evaluate
the effectiveness of MNA as a groundwater protection strategy is documented in Table 8. The
MNA performance wells are 8103-MW-2, 8103-MW-4, 8103-MW-6, 8103-MW-8, 8103-MW-9,
8103-MW-1 OD, and 8103-MW-1IA.
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
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 8

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 11 constituents. Table 6 summarizes the results of the laboratory analyses
for MNA parameters in 8103-MW-2, 8103-MW-4, 8103-MW-6, 8103-MW-8, 8103-MW-9, 8103-
MW-I0D, and 8103-MW-11A. Table 7 summarizes the results for the additional C&D parameters
required by the current C&D monitoring plan. Complete laboratory reports for all Appendix I,
triggered Appendix 11, MNA, and C&D analytical testing are included in Appendix B. The
Electronic Data Deliverable file for the complete data set (EDD Oct 2018 Composite) is included
in the digital report submission to the Solid Waste Section, as are separate files for the Appendix 1,
triggered Appendix II, and MNA data (EDD Oct 2018 MNA) and for the C&D data (EDD Oct
2018 C&D).
The groundwater sample analyses revealed that the below listed Appendix I constituents had
concentrations above 2L or NCGP Standards in one or more of the wells.
0 Chromium was detected in 8103-MW-IOB 26.3 ppb, 8103-MW-IOC at 23.5 ppb and 8103-
MW-11B at 67.2 ppb. The 2L Standard is 10.0 ppb.
• Cobalt was detected in 8103-MW-3 at 1.2 ppb, 8103-MW-4 at 1.3 ppb, 8103-MW-6 at 44.5
ppb, 8103-MW-7 at 1.9 ppb, 8103-MW-IOB at 17.4 ppb, 8103-MW-IOC at 10.7 ppb, 8103-
MW-10D at 27.1 ppb, 8103-MW-11A at 12.5 ppb, 8103-MW-11B at 28.4 ppb, 8103-MW-
12 at 4.3 ppb, and 8103-MW-13 at 4.7 ppb. The NCGP Standard is 1.0 ppb.
• Lead was detected in 8103-MW-I I at 23.7 ppb. The 2L Standard is 15.0 ppb.
• Thallium was detected in 8103-MW-6 at 34.3 ppb, 8103-MW-IOD at 4.4 ppb, 8103-MW-
IIA at 14.2 ppb, 8103-MW-12 at 3.4 ppb, and 8103-MW-13 at 2.7 ppb. The NCGP
Standard is 0.28 ppb.
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 9

• Vanadium was detected in 8103-MW-2 at 2.1 ppb, 8103-MW-3 at 2.3 ppb, 8103-MW-4 at
8.6 ppb, 8103-MW-7 at 5.9 ppb, 8103-MW-8 at 1.5 ppb, 8103-MW-10B at 53.8 ppb, 8103-
MW-IOC at 42.8 ppb, 8103-MW-11A at 0.9 ppb, 8103-MW-11B at 136.0, 8103-MW-12 at
9.5 ppb, 8103-MW-13 at 2.9 ppb, 8103-MW-14 at 2.4 ppb, and 8103-MW-15 at 2.7 ppb.
The NCGP Standard is 0.3 ppb.
• 1,2-Dichloropropane was detected in 8103-MW-9 at 20.3 ppb. The 2L Standard is 0.6 ppb.
• 1,4-Dichlorobenzene was detected in 8103-MW-6 at 6.9 ppb. The 2L Standard is 6.0 ppb.
• 1,4-Dioxane was detected in 8103-MW-3 at 22.9 ppb, 8103-MW-6 at 108.0 ppb, 8103-
MW-7 at 5.3 ppb, 8103-MW-8 at 7.0 ppb, 8103-MW-11A at 10.8 ppb, and 8103-MW-12 at
4.8 ppb. The 2L Standard is 3.0 ppb.
• Benzene was detected in 8103-MW-6 at 1.2 ppb and 8103-MW-10D at 1.0 ppb. The 2L
Standard is 1.0 ppb.
• Tetrachloroethene was detected in 8103-MW-IOD at 1.3 ppb. The 2L Standard is 0.7 ppb.
• Vinyl Chloride was detected in 8103-MW-6 at 0.4 ppb, 8103-MW-IOD at 0.4 ppb, 8103-
MW-11A at 0.7 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.
• Barium
• Beryllium
• Cadmium
• Chromium
• Copper
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 10

• Lead
• Nickel
• Silver
• Zinc
• 1, 1 -Dichloroethane
• 1,2-Dichloroethane
• 1,4-Dichlorobenzene
• 1,4-Dioxane
• Benzene
• Chlorobenzene
• Chloroethane
• Cis-1,2-Dichloroethene
• Total Xylenes
• Trichloroethene
• Trichlorofluoromethane
The groundwater sample analyses did not reveal any Appendix 11 triggered constituents at
concentrations above the 2L or NCGP Standards.
The following Appendix Il 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 groundwater sample analyses revealed that the following MNA parameters had concentrations
above the 2L Standards in one or more of the wells. A summary of these analytical results is
provided below.
• Chloride was detected in 8103-MW-6 at 284,000 ppb. The 2L Standard is 250,000 ppb.
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 11

• Iron was detected in 8103-MW-2 at 1,060.0 ppb, 8103-MW-4 at 1,190.0 ppb, 8103-MW-6
at 3,790.0 ppb, 8103-MW-IOD at 734.0 ppb, and 8103-MW-11A at 3,890.0 ppb. The 2L
Standard is 300.0 ppb.
The results of the laboratory analyses for MNA parameters are presented in Table 6 and discussed
in Section 5.3.
The groundwater sample analyses revealed that the following C&D parameters had concentrations
above the 2L or NCGP Standards in one or more of the wells. A summary of these analytical
results is provided below.
• Iron was detected in 8103-MW-2 at 1,060.0 ppb, 8103-MW-3 at 1,060.0 ppb, 8103-MW-12
at 4,500.0 ppb, 8103-MW-13 at 2,570.0 ppb, 8103-MW-14 at 637.0 ppb, and 8103-MW-15
at 1,020.0 ppb. The 2L Standard is 300.0 ppb.
• Manganese was detected in 8103-MW-3 at 275.0 ppb, 8103-MW-12 at 1,620.0 ppb, 8103-
MW-13 at 1,060.0 ppb, and 8103-MW-15 at 60.3 ppb. The 2L Standard is 50.0 ppb.
The results of the laboratory analyses for C&D parameters are presented in Table 7 and discussed
in Section 5.4.
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. These data are included in Table 9
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."
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 12

5.1.3 Groundwater Flow Direction and Rate
The static levels in the monitoring wells were measured October 1-8, 2018. The depths to the
water table ranged from 8.55 to 80.26 feet below the tops of well casings on these dates and
groundwater elevations ranged from 803.78 to 949.31 feet. 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, two
monitoring wells along the same flow path, or between a well or contour line 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 0.62 to 17.23 ft/yr (average = 6.80
ft/yr) and are included in Table 9.
5.2 Surface Water
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Rutherford County, NC Page 13

No Appendix I inorganic constituents exceeded the 2B Standards in any of the four surface water
samples collected during the October 2018 sampling event. The constituent listed below exceeded
the recommended Action Level.
• Copper was detected in 8103-SW-5A at 39.0 ppb. The Recommended Action Level is 7.0
ppb.
The following Appendix I inorganic constituents were detected at concentrations above the MDLs
but below established 2B Standards or Recommended Action Levels in one or more surface water
samples.
• Cadmium
• Chromium
• Nickel
• Zinc
The following Appendix I inorganic constituents were detected in in one or more surface water
samples in concentrations above the MDL. No 2B Standards have been established for these
constituents.
• Barium
• Cobalt
• Vanadium
No volatile organic constituents were detected in any of the surface water samples in
concentrations that exceeded the 2B Standards.
One volatile organic (1,4-dioxane in 8103-SW-2 and 8103-SW-5A) was detected in concentrations
above the MDL. No 2B Standards have been established for this constituent.
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 14

The results of the laboratory analyses for Appendix I constituents in the surface water samples are
summarized in Tables 10 and 11, and the complete laboratory reports are included in Appendix B.
5.3 Monitored Natural Attenuation
Evaluations of MNA performance based on the results of semi-annual samples collected since
October 2007 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. MNA parameters that exceeded 2L Standards are listed in Section
5.1.1.
The results of the MNA field parameter measurements are included in Table 2, and the results of
the MNA laboratory parameter analyses are presented in Table 6. The MNA data are presented in
Electronic Data Deliverable format in Appendix B (EDD Sep 2016 MNA).
5.4 C & D Monitoring
The ground and surface water sample analyses revealed that three C&D parameters exceeded the
2L or NCGP Standards for groundwater and two parameters exceeded the 2B Standards for surface
water. The groundwater parameters are listed in Section 5.1.1 and included below. The below
results also include surface water results. A complete summary of the C&D laboratory data is
provided in Table 7. The C&D data are presented in Electronic Data Deliverable format in
Appendix B (EDD Sep 2016 C&D).
• Iron was detected in 8103-MW-2 at 1,060.0 ppb, 8103-MW-3 at 1,060.0 ppb, 8103-MW-12
at 4,500.0 ppb, 8103-MW-13 at 2,570.0 ppb, 8103-MW-14 at 637.0 ppb, and 8103-MW-15
at 1,020.0 ppb. The 2L Standard is 300.0 ppb and the 2B Action Level is 1,000.0 ppb.
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 15

• Manganese was detected in 8103-MW-3 at 275.0 ppb, 8103-MW-12 at 1,620.0 ppb, 8103-
MW-13 at 1,060.0 ppb, and 8103-MW-15 at 60.3 ppb. The 2L Standard is 50.0 ppb.
• Mercury was detected in 8103-SW-2 at 0.04 ppb and 8103-SW-4 at 0.05 ppb. The 2B
Standard is 0.012 ppb.
5.5 Notifications
Groundwater constituent concentrations that exceeded the 2L or NCGP standards are listed in
Section 5.1.1, Section 5.3, Section 5.4, and in Tables 3, 4, 5, 6, and 7. Surface water constituent
concentrations that exceeded the 2B standards are listed in Section 5.2 and in Tables 7, 10, and 11.
A summary of groundwater notifications is provided in Table 12 and a summary of surface water
notifications is provided in Table 13.
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
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 may have been influenced by past
waste disposal, but it is likely that local geology has an impact. The upgradient well, 8103-MW-2,
typically shows no detectable volatile organic impacts (with the exception of 1,4-dioxane) but
shows a number of inorganic concentrations similar to those in downgradient wells. The surface
water sample location that is upgradient from all facility operations (8103-SW-4) shows inorganic
constituent concentrations that are similar to those detected in the downgradient surface water
samples.
5.6 Quality Assurance
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 16

A duplicate sample was collected from 8103-MW-3 and 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 or any sample temperature concerns.
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 17

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.
NCDENR - Constituent List, Solid Waste Environmental Reporting Limits and Standards, June 13,
2011. Accessed at ncdenr.org December 2012.
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.
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 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, 1,4-Dioxane Analysis, Solid Waste Section
Limits and Laboratory Analytical Methods, May 29, 2018.
Rutherford County Central Sanitary Landfill April 25, 2019
Rutherford County, NC Page 18

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 4, 2018
Purge Time
1532 to 1635
Sample Date
October 4, 2018
Sample Time
1635
Sampled by
E. W. Scarlett
Weather
Sunny, 86°F
46.20 ft.
60.08 ft.
13.88 ft.
Pneumatic Pump
Pneumatic Pump
2.26 gal.
5.1 gal.
YES _ NO X
15.08°C
93.0 µmhos/cm
7.24
235 mV
6.54 mg/l
18.4 NTU
Cloudy, tan, no odor
Note: Hydrogen sampled @ 1715

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
Note: Duplicate at 1415
Purge Date
October 1, 2018
Purge Time
1300 to 1330
Sample Date
October 1, 2018
Sample Time
1410
Sampled by
E. W. Scarlett
Weather
Partly cloudy, 78°F
33.23 ft.
47.66 ft.
14.43 ft.
Pneumatic Pump
Pneumatic Pump
2.35 gal.
10.0+ gal.
YES NO X
17.4° C
934 µmhos/cm
6.38
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 4, 2018
Purge Time
1246 to 1336
Sample Date
October 4, 2018
Sample Time
1336
Sampled by
E. W. Scarlett
Weather
Sunny, 82°F
34.82 ft.
5 1.3 1 ft.
16.49 ft.
Pneumatic Pump
Pneumatic Pump
2.69 gal.
6.8 gal.
YES NO X
13.69°C
580 µmhos/cm
5.88
186 mV
0.72 mg/1
0.0 NTU
Gray, cloudy, septic odor
Note: Hydrogen sampled @ 1420

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 2, 2018
Purge Time
1050 to 1130
Sample Date
October 2, 2018
Sample Time
1130
Sampled by
E. W. Scarlett
Weather
Partly cloudy, 69°F
31.12 ft.
38.97 ft.
7.85 ft.
Pneumatic Pump
Pneumatic Pump
1.28 gal.
4.0 gal.
YES NO X
15.41°C
1960 umhos/cm
5.90
6 mV
1.69 mg/1
0.0 NTU
Slightly, cloudy, gray, fetid odor
Note: Hydrogen sampled @ 1245

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 8, 2018
Purge Time
1033 to 1045
Sample Date
October 8, 2018
Sample Time
1130
Sampled by
E. W. Scarlett
Weather
Mostly cloudy, 74°F
3 5.8 8 ft.
56.19 ft.
20.31 ft.
Teflon Bailer
Teflon Bailer
3.31 gal.
6.5 gal.
YES X NO
16.7° C
953 µmhos/cm
6.70
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 4, 2018
Purge Time
1018 to 1100
Sample Date
October 4, 2018
Sample Time
1100
Sampled by
E. W. Scarlett
Weather
Sunny, 72°F
42.56 ft.
46.95 ft.
4.39 ft.
Pneumatic Pump
Pneumatic Pump
0.72 gal.
3.5 gal.
YES NO X
14.39°C
393 µmhos/cm
5.33
310 mV
5.48 mg/1
0.0 NTU
Tan, slightly silty, no odor
Note: Hydrogen sampled @ 1150

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 3, 2018
Purge Time
1352 to 1425
Sample Date
October 3, 2018
Sample Time
1425
Sampled by
E. W. Scarlett
Weather
Sunny, 84°F
34.64 ft.
3 9.7 8 ft.
5.14 ft.
Pneumatic Pump
Pneumatic Pump
0.84 gal.
3.4 gal.
YES NO X
13.79°C
41.0 umhos/cm
4.59
307 mV
6.43 mg/1
0.0 NTU
Clear, no odor
Note: Hydrogen sampled @ 1515

SCARLETT GEOPHYSICAL CONSULTING, P.C.
GROUNDWATER SAMPLING FIELD DATA
Location Rutherford County Central Purge Date October 3, 2018
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 Sunny, 63°F
Water Level and Well Data
1) Depth to water from measuring point 6.72 ft.
2) Depth to well bottom from measuring point 103.50 ft.
3) Height of water column (h) 96.78 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 3, 2018
Purge Time
1230 to 1245
Sample Date
October 3, 2018
Sample Time
1245
Sampled by
E. W. Scarlett
Weather
Sunny, 63°F
9.51 ft.
38.65 ft.
29.14 ft.
Teflon Bailer
Teflon Bailer
4.75 gal.
6.5 gal.
YES X NO
16.6° C
102.3 µmhos/cm
6.17
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 3, 2018
Purge Time
1110 to 1125
Sample Date
October 3, 2018
Sample Time
1205
Sampled by
E. W. Scarlett
Weather
Sunny, 63°F
9.29 f t.
17.69 ft.
8.40 ft.
Teflon Bailer
Teflon Bailer
1.37 gal.
4.1 gal.
YES NO X
17.1°C
100.0 µmhos/cm
6.40
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 3, 2018
Purge Time
1039 to 1139
Sample Date
October 3, 2018
Sample Time
1139
Sampled by
E. W. Scarlett
Weather
Sunny, 63°F
10.58 ft.
6 8.5 0 ft.
57.92 ft.
Pneumatic Pump
Pneumatic Pump
9.44 gal.
27.6 gal.
YES NO X
13.06°C
286 umhos/cm
5.30
133mV
0.54 ma/l
0.0 NTU
Clear, no odor
Note: Hydrogen sampled @ 1220

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 2, 2018
Purge Time
1315 to 1415
Sample Date
October 2, 2018
Sample Time
1415
Sampled by
E. W. Scarlett
Weather
Sunny, 69°F
8.55 ft.
46.79 ft.
38.24 ft.
Pneumatic Pump
Pneumatic Pump
6.23 gal.
14.1 gal.
YES NO X
13.42°C
715 umhos/cm
5.56
53 mV
0.40 ma/l
0.0 NTU
Gray, cloudy, no odor
Note: Hydrogen sampled @ 1500

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 2, 2018
Purge Time
1340 to 1350
Sample Date
October 2, 2018
Sample Time
1406
Sampled by
E. W. Scarlett
Weather
Sunny, 69°F
9.42 ft.
21.40 ft.
11.98 ft.
Teflon Bailer
Teflon Bailer
1.95 gal.
5.9 gal.
YES NO X
17.2°C
167.6 µmhos/cm
5.86
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 1, 2018
Purge Time
1050 to 1100
Sample Date
October 1, 2018
Sample Time
1545
Sampled by
E. W. Scarlett
Weather
Sunny, 73°F
38.10 ft.
52.35 ft.
14.25 ft.
Teflon Bailer
Teflon Bailer
2.32 gal.
3.2 gal.
YES X NO
17.7°C
563 µmhos/cm
6.41
Tan -gray, silty, no odor

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 8, 2018
Purge Time
1245 to 1304
Sample Date
October 8, 2018
Sample Time
1310
Sampled by
E. W. Scarlett
Weather
Mostly cloudy, 80°F
80.26 ft.
90.10 ft.
9.84 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)
1.60 gal.
4" well .... (v = 0.651 x h)
6" well .... (v = 1.5 x h)
4)
Volume of water removed prior to sampling
4.8 gal.
5)
Was well purged DRY?
YES _ NO X
Field Analvsis
1) Temperature 17.60C
2) Specific Conductance 191.3 µmhos/cm
3) pH 5.70
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 1, 2018
Purge Time
1135 to 1145
Sample Date
October 1, 2018
Sample Time
1515
Sampled by
E. W. Scarlett
Weather
Sunny, 75°F
27.18 ft.
34.80 ft.
7.62 ft.
Teflon Bailer
Teflon Bailer
1.24 gal.
3.7 gal.
YES NO X
17.4° C
206.0 µmhos/cm
5.71
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
Purge Date
October 1, 2018
Purge Time
1220 to 1230
Sample Date
October 1, 2018
Sample Time
1445
Sampled by
E. W. Scarlett
Weather
Sunny, 76°F
32.40 ft.
39.96 ft.
7.56 ft.
Teflon Bailer
Teflon Bailer
1.23 gal.
3.7 gal.
YES NO X
16.2° C
233.0 µmhos/cm
5.87
Tan, very cloudy, no odor

SCARLETT GEOPHYSICAL CONSULTING, P.C.
SURFACE WATER SAMPLING FIELD DATA
Location Rutherford County Central
Source/Well 8103-SW-2
Sampled by E. W. Scarlett
Field Analysis
s
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Sample Date October 1, 2018
Time 1330
Weather Partly cloudy, 79°F
20.5°C
101.6 µmhos/cm
7.13
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 8, 2018
Time 1100
Weather Mostly cloudy, 72°F
21.0°C
80.6 µmhos/cm
7.32
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 8, 2018
Time 1200
Weather Partly cloudy, 77°F
20.9° C
58.3 µmhos/cm
7.16
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 [i7 C---1-++
1) Temperature
2) Specific Conductance
3) pH
4) Physical Appearance and Odor
Sample Date October 1, 2018
Time 1345
Weather Partly cloudy, 79°F
20.4° C
76.7 µmhos/cm
6.71
Clear, no odor