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Field Sampling and Analysis
Plan
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
May 2022
Project No.: 0633243
The business of sustainability ERM

ERM ERM NC, Inc. Telephone: [phone]
300 West Summit Avenue Fax: [phone]
Suite 330
Charlotte, NC 28203 www.erm.com
May 25, 2022
North Carolina Department of Environmental Quality
Division of Waste Management
1646 Mail Service Center
Raleigh, North Carolina 27699-1646
Attention: Ms. Jaclynne Drummond
[e-mail]
Via Email
Subject: Updated Sampling and Analysis Plan
Permit #34-05 - Edwards Road Landfill
Edwards Road
Rural Hall, Forsyth County, North Carolina
Dear Ms. Drummond:
On behalf of R.J. Reynolds Tobacco Company, ERM NC, Inc. (ERM) is submitting an updated
Sampling and Analysis Plan (SAP) for the subject property and in accordance with your request in
February 21, 2022 correspondence to RJRT. This updated SAP documents the transition to the
annual sampling frequency and discontinuation of analysis for cadmium and lead in water samples.
These modifications were approved by the North Carolina Department of Environmental Quality
Division of Waste Management in the February 21, 2022 correspondence to RJRT.
Please contact Mr. Scott Snow of R.J. Reynolds Tobacco Company at 336-741-2236 or me if you
have any questions or comments.
Sincerely,
. ��-
Alan M rtin, P.G.
Project Manager
Attachment:
Sampling and Analysis Plan — May 2022
cc: Mr. Scott Snow - R.J. Reynolds Tobacco Company
Mr. Max Hopkins - R.J. Reynolds Tobacco Company
Mr. Brian Wilson - ERM
Mr. Dave Wasiela - ERM

May 2022
Field Sampling and Analysis Plan
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
ERM NC, Inc.
300 West Summit Avenue, Suite 330
Charlotte, North Carolina 28203
Phone: [phone]
© Copyright 2022 by ERM Worldwide Group Ltd and / or its affiliates ("ERM").
All rights reserved. No part of this work may be reproduced or transmitted in any form,
or by any means, without the prior written permission of ERM
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34-05 SAP Edwards Rd LF Rural Hall.docx

FIELD SAMPLING AND ANALYSIS PLAN CONTENTS
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
CONTENTS
1. INTRODUCTION................................................................................................................................1
2. BACKGROUND..................................................................................................................................1
3. PURPOSE..........................................................................................................................................2
4. MONITORING PLAN.......................................................................................................................3
4.1 Groundwater and Surface Water Monitoring.........................................................................................3
4.2 Sample Collection Documentation........................................................................................................4
4.3 Water Level Monitoring.........................................................................................................................4
4.4 Groundwater and Surface Water Sampling Procedures.......................................................................4
4.4.1 Water Purging Procedure....................................................................................................5
4.4.2 Well and Surface Water Sampling Procedure......................................................................5
4.5 Field Equipment Cleaning Procedures.................................................................................................6
4.6 Field and Laboratory Quality Assurance / Quality Control....................................................................6
4.7 Sample Identification and Shipment.....................................................................................................6
5. ANALYTICAL METHODS..................................................................................................................7
6. MONITORING SCHEDULE................................................................................................................8
7. REPORTING.......................................................................................................................................8
8. CONTACT INFORMATION................................................................................................................9
List of Figures
Figure1 Site Location Plan........................................................................................................................10
Figure2 Site Plan.......................................................................................................................................10
List of Tables
Table 1 Monitoring Well Construction Details............................................................................................10
APPENDIX A SAMPLE LOG TEMPLATE
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34-05 SAP Edwards Rd LF Rural Hall.docx

FIELD SAMPLING AND ANALYSIS PLAN
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
INTRODUCTION
1. INTRODUCTION
This Field Sampling and Analysis Plan (SAP) for groundwater and surface water has been prepared for
the Edwards Road Landfill (the "Site"), Permit Number 34-05, previously operated by R.J. Reynolds
Tobacco Company (RJRT). The landfill is located northeast of the jurisdictional boundary of Rural Hall in
Forsyth County, North Carolina and the location of the landfill is shown on Figure 1.
ERM NC, Inc. (ERM) prepared this updated SAP on behalf of RJRT in accordance with the request by the
North Carolina Department of Environmental Quality (NCDEQ) in correspondence to RJRT dated
February 21, 2022. This SAP has been prepared in general accordance with the U.S. Environmental
Protection Agency's (EPA) Guidance for Conducting Remedial Investigations and Feasibility Studies
under CERCLA (EPA/540/G-89/004, October 1988) and Quality System and Technical Procedures for
LSASD Field Branches (EPA LSASDPLAN-1000-R5, March 2020). This SAP supersedes previous SAPS
prepared as part of prior assessment or corrective action planning documents.
2. BACKGROUND
The Edwards Road Landfill was permitted by the North Carolina Department of Environment and Natural
Resources (NCDENR) — Division of Waste Management (DWM) for disposal of coal ash and construction
& demolition (C&D) debris generated at off -site RJRT manufacturing facilities. This landfill encompasses
approximately 16.7 acres of disposal area within a 145-acre tract of land and was operated by RJRT from
1986 to 2002 under DWM Permit # 34-05 issued to RJRT. The landfill ceased receiving waste in
December 2002 and placement of final cover soils over the disposal limits was completed in 2004.
Monitoring of the groundwater and surface water during operations and post -closure has detected certain
inorganic compounds (sulfates, total dissolved solids, iron, and manganese) in excess of the groundwater
and surface water standards established in North Carolina Administrative Code (NCAC) 15A,
Subchapters 2L and 2B, respectively.
On behalf of RJRT, ERM conducted site assessment activities for the referenced site between 2009 and
2012. A performance evaluation of the soil landfill cap determined that the cap was not performing
adequately to reduce rainfall infiltration to desired levels. Based on these results, RJRT commissioned
ERM to submit a synthetic lined landfill cap modification design to the DWM for approval. This cap
modification design was submitted on June 14, 2011 and approved by the DWM on August 12, 2011.
Construction of the cap modification including installation of a 40-mil linear low -density polyethylene
(LLDPE) synthetic liner and drainage improvement began in March 2012 and was completed in
September 2012. The DWM approved the Construction Quality Assurance (CQA) Certification for
Closure Modification on October 11, 2013.
On October 1, 2013, RJRT submitted a North Carolina Solid Waste .0500 Groundwater Corrective Action
Application and associated supporting documents to DWM to address the elevated levels of inorganics in
groundwater. The selected remedy includes source area contaminant control and intrinsic remediation
with performance monitoring as remedial technologies for restoration of water quality at and beyond the
compliance boundary at the site. The DWM approved the selected remedy in its October 10, 2013
correspondence to RJRT and requested the submission of a Corrective Action Plan (CAP) in accordance
with 15 NCAC 13B.0503(2)(d) and 15A NCAC 2L.
Land use restrictions designed to protect the cover and structural integrity of the landfill and prevent
potential exposure to contaminants were recorded on portions of the property in January 2014. A plat
with the land use restrictions was filed at the Forsyth County Register of Deeds on January 6, 2014.
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34-05 SAP Edwards Rd LF Rural Hall.docx

FIELD SAMPLING AND ANALYSIS PLAN
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
PURPOSE
A Corrective Action Plan (ERM, 2014) prepared with the objectives of restoring groundwater quality
beyond the compliance boundary, mitigating unacceptable impacts to the adjacent surface waters, and
reducing the overall groundwater impacts at the facility was approved by the North Carolina Department
of Environmental Quality (NCDEQ, formerly known as Department of Environment and Natural
Resources) on February 19, 2014. The approved remedy includes source area contaminant control via
the previous installation of the synthetic liner (cap) over the limits of waste, plus drainage improvements
(completed in 2012) to minimize rainfall infiltration, leachate generation and discharge of constituents to
groundwater, to allow intrinsic remediation of affected groundwater. Figure 2 presents the Site and
surrounding area plus groundwater and surface water sampling locations.
Groundwater and surface water quality monitoring has been conducted in the vicinity of the landfill since
1989 in accordance with the conditions of Permit Number 34-05 and subsequent to the closure of the
landfill, in accordance with the approved Post Closure Monitoring Plan (2003, Shield Engineering, Inc.).
Groundwater and surface water monitoring has been conducted semi-annually at the Site since 2012,
following completion of the synthetic cap installation and drainage improvements. An updated water
quality monitoring plan was presented in the February 2014 CAP (ERM) approved by NCDEQ.
In July 2020, ERM requested DWM authorization to discontinue analyzing groundwater samples from
piezometers at the Site due to inconsistent results attributable to frequently elevated turbidity in these
samples. Piezometer groundwater samples continue to be analyzed for sulfates. This request was
approved by DWM in correspondence to RJRT dated July 9, 2020.
A transition to annual groundwater and surface water monitoring was recommended in the Groundwater
& Surface Water Monitoring Semi -Annual Summary Report — October 2021 (ERM, February 2022) based
on the continued water quality improvements at the Site. In addition, discontinuation of analyses for
barium, cadmium and lead in groundwater and surface water samples was recommended due to the
absence or infrequent detections of these analytes at concentrations consistently below the applicable
NC 2L or 2B standards. Additional information supporting this recommendation was submitted to DWM by
ERM on February 21, 2022. The DWM approved the sampling plan modifications in correspondence to
RJRT on February 21, 2022 and requested preparation of an updated SAP.
3. PURPOSE
The purpose of this SAP is to define the required scope of sampling to monitor ongoing groundwater
quality at, in the vicinity of, and downgradient of, the Site. Additionally, surface water quality in the nearby
streams will be monitored.
As part of the CAP, RJRT is required to routinely monitor groundwater at the Site. This plan addresses
sampling and analysis procedures for groundwater and surface water to be implemented at the Site. The
objective of the plan is to provide consistent sampling and analysis procedures designed to ensure
monitoring results that provide a reliable indication of water quality at the Site. This plan includes
procedures and techniques for:
1. Recordkeeping;
2. Sample Collection;
3. Sample Preservation and Shipment;
4. Analytical Procedures; and,
5. Chain -of -Custody Control.
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FIELD SAMPLING AND ANALYSIS PLAN
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
MONITORING PLAN
Groundwater results will be compared to the NCAC 15A, Subchapter 2L groundwater quality standards
or, if needed, the interim maximum allowable concentrations (IMAC) established in 15A NCAC 2L.0202.
Surface water results will be compared to the NCAC 15A, Subchapter 2B surface water quality standards
contained in NCAC 15A, Subchapter 2B or, if needed, EPA's Nationally Recommended Water Quality
Criteria (EPA-NRWQC) and North Carolina In -Stream Target Values for Surface Waters.
The objectives of monitoring at the Site are to:
■ Assess groundwater and surface water concentration trends relative to remedial goals;
■ Monitor groundwater levels and flow patterns;
■ Track the impact of the corrective action that was completed in 2012.
■ Identify changes in potential exposure risks at the site.
4. MONITORING PLAN
The main elements of the monitoring plan, including sampling locations, frequency, procedures, and
analytical methods, are described below. Sampling locations are summarized below and depicted on
Figure 2. Table 1 presents available construction details for monitoring wells at the Site.
4.1 Groundwater and Surface Water Monitoring
Groundwater and surface water monitoring will be conducted on an annual basis in accordance with the
following plan. The current sampling network includes nine groundwater monitoring wells, five
piezometers and 11 surface water stations.
Prior to sample collection, depth -to -groundwater measurements will be collected from available
monitoring wells.
SUMMARY OF CURRENT SAMPLING LOCATIONS
Monitoring Wells
Piezometers
Surface Water
W-1 W-7
PZ-1
SS-01 SS-50
W-2 W-8
PZ-2
SS-02 SS-60
W-3 W-9
PZ-3
SS-20 SS-70
W-313 PW-1
PZ-4
SS-25 SS-80
W-6
PZ-5
SS-30 SS-90
SS-40
TOTALS 9
5
11
All samples will be collected in general accordance with EPA Region 4's Field Branches Quality System
and Technical Procedures and the NCDENR Solid Waste Section Guidelines for Groundwater, Soil, and
Surface Water Sampling (April 2008).
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FIELD SAMPLING AND ANALYSIS PLAN MONITORING PLAN
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
4.2 Sample Collection Documentation
EPA -recommended analytical methods and the NCDEQ recommended sampling guidelines will be
followed for the sampling events. Procedures for performing sampling and analysis are provided in
subsequent sections.
The following field observations will be documented in a field logbook, sample logs or electronic log:
1. Name(s) of the people present;
2. Date of the sampling event;
3. Environmental conditions;
4. Unusual site conditions (for example: damaged well casing, lock/well cover was missing);
5. Depth to the water level below the measuring point;
6. Well purging time and date;
7. Equipment used for purging;
8. Amount of water removed during purging;
9. Sample collection time and date;
10. Equipment used for sample collection;
11. Field measurements; and
12. Types and number of sample containers filled at each well and any special handling procedures.
A template for documenting sample collection details is included in Appendix A.
4.3 Water Level Monitoring
Water level measurements will be collected at the nine wells comprising the current monitoring well
network at the Site, prior to annual groundwater sampling activities. Non -vented caps will be removed
prior to initiating groundwater level measurements to allow the water levels to equilibrate in the wells
under ambient atmospheric conditions.
Water levels will be taken using a decontaminated electronic water -level probe capable of measuring the
water level to within 0.01 foot. The measuring point for the wells is the northernmost edge of the inner
casing of the well unless designated on the well casing. Measurements will be repeated in the field until
the precision is within 0.01 foot. The static water level will be recorded in the field logbook.
Field personnel involved in taking water levels will wear protective / non -reactive gloves throughout the
water -level procedure. Soiled gloves will be removed and replaced before continuing to the next well.
Water level probe decontamination will be conducted in accordance with the procedure provided in
Section 4.5.
4.4 Groundwater and Surface Water Sampling Procedures
The following section explains the groundwater and surface water sampling procedures, including well
purging and other procedures, which will be used in the field to collect a representative sample. If non -
dedicated equipment is to be used to collect samples, purging and sampling will proceed from the least to
most contaminated wells, with the upgradient monitoring well sampled first, in order to minimize the
potential for cross -contamination. All field personnel involved in sample handling will remove and replace
soiled gloves before continuing to the next sampling location.
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FIELD SAMPLING AND ANALYSIS PLAN
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
MONITORING PLAN
4.4.1 Water Purging Procedure
Monitoring wells will be sampled in general accordance with the U.S. EPA guidance Low Stress (Low
Flow) Purging and Sampling Procedure for the Collection of Groundwater Samples from Monitoring Wells
(EQASOP-GW4, September 19, 2017). The following low -flow purge method procedure pertains to all
monitoring wells to be monitored.
Groundwater samples from the monitoring wells will be collected using a low flow, low volume sample
collection technique via a peristaltic pump (e.g. ProactiveTM) or electric submersible pump and new
disposable polyethylene tubing. The low -flow sampling technique involves pumping the groundwater
from the monitoring well at a low flow rate (<250 ml/min) through a flow -through cell where water quality
parameters are monitored until they stabilize, after which a groundwater sample is collected for laboratory
analysis. To ensure that all stagnant water is removed, each well is purged from the center of the well
screen. The water level in the well is monitored during purging every three to five minutes, and ideally, the
purge rate should equal the well recharge rate so that there is little or no drawdown in the well. The water
level should stabilize for the specific purge rate.
Field parameters will be collected during groundwater purging with a Horiba U-52 water quality meter (or
comparable unit) via inline flow cell to ensure that a representative sample is being collected from the
aquifer. Purging activities will be conducted until at least three consecutive measurements show
temperature and specific conductance within 10%, and pH within 0.2 standard units. The field parameters
will be recorded in the logbook. The field parameters unit is calibrated prior to use by the equipment rental
company that supplies it and then is checked in the field daily with a multi -parameter solution prior to use.
Groundwater samples from piezometers are collected via 0.5-inch diameter, dedicated, disposable
polyethylene bailers. Water columns within the piezometers are typically less than one foot deep and
recharge rates are insufficient for sampling via low -flow procedures or collection of field parameters.
Grab surface water samples are collected from discrete locations by dipping the water using the
laboratory -provided sample containers to minimize disturbance of the sample. Alternatively, a dedicated
polyethylene, disposable bailer or peristaltic pump and dedicated, disposable tubing may also be used to
collect the surface water samples.
Care will be taken during sampling to minimize agitation of sample collection equipment to reduce the
potential for suspended solids during sampling. Samples collected for metals analysis will not be filtered.
Protective/non reactive gloves will be worn by field personnel throughout the sampling procedure and
replaced between samples or if they become soiled.
4.4.2 Well and Surface Water Sampling Procedure
Upon stabilization of in -situ parameters, groundwater samples will be collected from the dedicated
polyethylene discharge tubing into laboratory -supplied containers. Similarly, surface water grab samples
will be collected dipped directly into laboratory -supplied containers. All samples will be labeled, placed on
ice, and transported under chain -of -custody procedures to a North Carolina -certified laboratory.
Groundwater and surface water samples will be taken in the following sequence, as applicable:
1. Metals;
2. Other Inorganic Constituents; and
3. Field Parameters (if applicable).
The following sample containers and preservatives will be used during sampling:
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34-05 SAP Edwards Rd LF Rural Hall.docx

FIELD SAMPLING AND ANALYSIS PLAN
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
MONITORING PLAN
■ Metals samples will be collected in a 250-milliliter plastic container and preserved with 2.5 milliliters
of concentrated nitric acid. The holding time is six months.
■ Sulfate anion samples will be collected in a 250-milliliter unpreserved plastic container with a 48-hour
holding time.
■ Total Dissolved Solids (TDS) samples will be collected in a 500-milliliter unpreserved plastic
container with a 7-day holding time.
■ Field parameters will be taken in the field for all wells and surface water locations (if applicable) using
the Horiba U-52 water quality meter (or comparable). The flow cell will be thoroughly rinsed with de -
ionized water prior to use at each sampling location.
All samples will be placed into coolers, filled with ice and cooled to 4 degrees Centigrade immediately
after collection.
4.5 Field Equipment Cleaning Procedures
All field equipment is cleaned at the laboratory according to standard laboratory procedures upon return
from each sampling event. The only reusable equipment in contact with the samples are the electric
submersible pump used for deep wells and the electronic water -level probe. Field equipment used on
more than one well will be cleaned according to the following field cleaning procedures:
1. Rinse item thoroughly with 5% phosphate -free laboratory detergent solution.
2. Rinse item with de -ionized water, twice.
4.6 Field and Laboratory Quality Assurance / Quality Control
A quality control program is followed in the field to insure that sample integrity is maintained during
sample collection and transit to the laboratory. In addition, all equipment and instruments are carefully
maintained and calibrated in accordance with generally accepted schedules and procedures. QA/QC
samples will be evaluated in regard to standard industry data quality indicators, including bias,
completeness, comparability, precision, and method sensitivity.
One duplicate sample will be collected for every 20 samples obtained. Duplicates will be collected at the
same time as the original well sample. Duplicates will be labeled such that the sample number/station
location information will not identify the samples as obvious duplicates.
Laboratory quality assurance/quality control will follow all applicable requirements in SW-846 (USEPA,
2018).
4.7 Sample Identification and Shipment
All sample bottles will be clearly marked by using adhesive sample labels supplied by the laboratory. The
sample labels will be filled out using a waterproof pen and affixed to the sampling container prior to filling
the container. The label will include the following information:
1. place of collection;
2. sample identification;
3. date and time of sample collection;
4. parameters requested;
5. type of preservative;
6. filtered or not filtered (if applicable); and
7. name of sample collector(s).
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FIELD SAMPLING AND ANALYSIS PLAN
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
ANALYTICAL METHODS
5. ANALYTICAL METHODS
Only EPA -approved analytical methods will be performed for each constituent. Samples will be analyzed
by a NC -certified laboratory for sulfates, site -specific metals, total dissolved solids and field parameters.
Groundwater samples from piezometers will be analyzed for sulfates and total dissolved solids only. The
analyte list, updated February 2022, and laboratory methods are presented in the following table.
ANALYSES AND ANALYTICAL METHODS
Inorganics
Field Parameters
EPA Method 6010
EPA 300.0
Depth to Water
Aluminum
Sulfates
pH
Chromium (Total)
Specific Conductivity
Iron
SM 2540C
Temperature
Manganese
Total Dissolved Solids
Oxidation -Reduction Potential
Selenium
Dissolved Oxygen
The following table summarizes sample locations and analytical methods.
Analytical Parameters
Total
Sample
Metals a
Sulfate
Dissolved
Field
Location I.D.
(EPA 6020B/
(EPA 300.0)
Solids
b
Parameters
7074)
SM 2540C
Groundwater:
W-1 ✓
✓
✓
✓
W-2 ✓
✓
✓
✓
W-3 ✓
✓
✓
✓
W-313 ✓
✓
✓
✓
W-6 ✓
✓
✓
✓
W-7 ✓
✓
✓
✓
W-8 ✓
✓
✓
✓
W-9 ✓
✓
✓
✓
PW-1 ✓
✓
✓
✓
PZ-1
✓
✓
PZ-2
✓
✓
PZ-3
✓
✓
PZ-4
✓
✓
--
PZ-5 -
✓
✓
--
PZ-6 c
--
--
--
--
PZ-7 c
--
--
--
--
PZ-8 c
--
--
--
--
PZ-9 r
--
-
--
--
PZ-10 °
--
9
--
14
--
9
Subtotal
14
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FIELD SAMPLING AND ANALYSIS PLAN
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
MONITORING SCHEDULE
Analytical Parameters
Sample
Location I.D.
Metals a
(EPA 6020B/
7074)
Sulfate
(EPA 300.0)
Total
Dissolved
Solids
SM 2540C
Field b
Parameters
Surface Water:
SS-01 ✓
✓
✓
✓
SS-01+150 c
--
SS-01 +550 c
--
--
SS-01+850 c
--
--
-
SS-02 ✓
✓
✓
✓
SS-10
--
--
--
SS-15
--
--
--
SS-20 ✓
✓
✓
✓
SS-25 ✓
✓
✓
✓
SS-30 ✓
✓
✓
✓
SS-40 ✓
✓
✓
✓
SS-50 ✓
✓
✓
✓
SS-60 ✓
✓
✓
✓
SS-70 ✓
✓
✓
✓
SS-80 ✓
✓
✓
✓
SS-90 ✓
✓
✓
✓
11
Subtotal 11
11
11
TOTAL 20
25
25
20
'Aluminum, chromium (total), iron, lead, manganese and selenium.
b Field parameters include temperature, pH, specific conductivity, turbidity, dissolved oxygen, and oxidation-
reduction potential.
Temporary point not included in routine sampling.
6. MONITORING SCHEDULE
Annual site monitoring will be conducted in the third quarter of each calendar year, typically in September.
It is anticipated that sampling activities can be completed within a three-day timeframe.
F�N4:101A91Z[r
Following receipt of the analytical results, an annual report that summarizes the methods and findings of
the monitoring event will be prepared. The report will include a narrative of the sampling event,
conditions of the site supported with graphics showing sampling locations, a description of field activities,
tabulated analytical results, groundwater potentiometric maps, plume maps showing distribution of select
site contaminants and concentration trend graphs for select sampling locations. The annual report will
include a discussion of all significant trends with conclusions. The report will be submitted to the NCDEQ
within 75 days of receipt of the analytical laboratory report.
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FIELD SAMPLING AND ANALYSIS PLAN
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
CONTACT INFORMATION
8. CONTACT INFORMATION
The names and contact information for RJRT and ERM are provided below.
Scott Snow or Max Hopkins
R.J. Reynolds Tobacco Company
401 North Main Street
Winston-Salem, NC 27101
[e-mail] [e-mail]
[phone] [phone]
Alan Martin or Brian Wilson
ERM NC, Inc.
300 West Summit Avenue, Suite 330
Charlotte, NC 28203
[e-mail] [e-mail]
[phone] [phone]
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FIELD SAMPLING AND ANALYSIS PLAN
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Figures
Figure 1 Site Location Plan
Figure 2 Site Plan
Tables
Table 1 Monitoring Well Construction Details
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34-05 SAP Edwards Rd LF Rural Hall.docx

u
2
f)
n
y Legend
Figure 1
Compliance Boundary ±_ _� Limits of Permit Site Location Map
U
Edwards Road Landfill Permit #34-05
LD R.J. Reynolds Tobacco Co.
i ERM NC, Inc.
ERM www.erm.com 1:24,000 1 inch = 2,000 feet Rural Hall, North Carolina
Source: Copyright:© 2013 National Geographic Society, i-cubed Coordinate System: NAD 1983 StatePlane North Carolina FIPS 3200 Feet

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SS-70 PZ-4
V
SS-
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,` ♦ PZ-1
ISS-02
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Reynolds ;���� SS-01+g501
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sS-so O °°
y,
{ i I W-3,SS-95
t W-36 • �
.;.
9 ❑B-10 ' B-8 0 SS-01+150
R. J. Spry'
B-7
Reynolds SS-0 1 " Phipps
B-12
W-4 W-6 SS-25
SS-20 W-9
.. O
W-S ^ Ken Stewart
SS-30
B-14
r� r
N
boo
Johnston SS-90
PZ-2
ss-40
h
loll
Tne'r1
0� opt
Freemani
Payne
Frierson
Phipps
Ken Stewart
Rural Hall
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
O Abandoned Monitor Well
A Piezometer
A Former Soil Boring/Piezometer
-1� Soil Boring
Surface Water
As -Built Landfill Contours (20')
tj Compliance Boundary
_ Limits of Permit
Streams
Parcels
Notes
1. Contour interval is 20-ft.
2. Limits of landfill are approximate based on
available historic data.
3. Streams estimated based on NC Floodplain
Mapping Program, 2008
Figure 2
m
Don Stewart
SS-10
Site Area Map
'
Hawks
o
Edwards Road Landfill
-05
Permit 4Co.
FBaptissreedot�
Dave Stewart
Don Stewart Mozelle
R.J. Reynolds Tobacco
Stewart
char°"
Rural Hall, North Carolina
n 1:4,320 1 inch = 360 feet
SS-15
Freedom
i
goo
Baptist
3 0 180 360 540
Church
ERM NC, Inc.
J Feet
www.erm.com ERM
j
Source: NCOneMap Data Services Huraeerv, parcels), Forsvlh Couri GIS
Data Download (Streets,
bulldines) Sources: Esri,
HERE, Garmin. Intermap. increment P Corp.. GEBCO. USGS.. FAO.. NIPS .. NRCAN, GeoBase, IGN, Kadaster NIL, Ordnance
Survey Esri Japan, METI, Esri China (Hone Kori (c) OpenStreetMap contributors, and the CIS User Community
Coordinate
System: NAD 1983 StatePlane North Carolina FIPS 3200 Feet

TABLE 1
MONITOR WELL CONSTRUCTION DETAILS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 1 of 1
Depth to
Outer
Ground
TOC
Ground-
Boring
Casing
Screened
Geologic
Well
Install
Elevation
Elevation
water (ft
Depth
Depth
Interval
Zone
ID
Date
Latitude
Longitude
(ft MSL)
(ft MSL)
BTOC)
(ft BGL)
(ft BGL)
(ft BGL)
Screened
Comments
405
Former supply well, pump removed (8/09): 6 inch dia. gals. casing; Construction details per
(son
Clayton Well Drilling log and video inspection by ERM (8/09 & 4/10); Open rock to 405 ft, Total
PW-1
5/26/87
36.2499455'
-80.2779362'
920.51
920.66
65.49
21.5
21.5-405
Bedrock
well yield 25 gpm with no other obvious water -bearing zones below 103 ft (Clayton). Silted in to
bottom at
326)
326 ft (video).
W-1
10/13/87
36.2500121'
-80.2757441°
819.69
822.68
15.18
20.5
NA
10-20
Saprolite
2 inch dia. PVC, Well replaced 11/93, DWM permit -required sample location
W-2
12/6/89
36.2504070'
-80.2753700'
824.21
827.30
17.01
17
NA
7-17
Sap/PWR
2 inch dia. PVC, DWM permit -required sample location, (alternate IDs MW-1A, RH-MW-002)
W-3
12/7/89
36.2486237'
-80.2761346'
802.00
804.43
4.20
17
NA
7-17
Sap/PWR
2 inch dia. PVC, DWM permit -required sample location, (alternate IDs W-3A, W-2A, RH-MW-003)
W-3B
5/14/04
36.2485693'
-80.2761875'
801.23
804.32
Artesian
210
Unknown
190-210
Bedrock
2 inch dia. PVC, DWM permit -required sample location, Artesian well
W-A
6/8/93
36.24693455' "
-80.28491769° '
NE
NE
NA
138-188
Bedrock
2 inch dia. PVC, damaged, abandoned 8127103, former background well, replaced with W-6 in 2003.
W-5
24
NA
5/17/93
36.24629033' "
-80.27862892°'
NE
NE
NM
13-23.5
Bedrock
2 inch dia PVC, Phase 3 permanent MW
2 inch dia. PVC, DWM permit -required sample location, (alternate IDs MW-6), current
W-6
8/22/03
36.2490276'
-80.2819968'
977.93
980.71
99.51
200
NA
170-200
Bedrock
background well, replaced W-4 as background well in 2003
W-7
12/15/10
36.2517944'
-80.2798058'
929.51
931.58
95.23
341
NA
42-341
Bedrock
6 inch dia. open -rock hole, 6" galavanized casing to 42 ft bgs, TOC value for 6" casing
W-8
12/14/10
36.2524760'
-80.2744895'
859.39
861.67
58.22
129
NA
45-65
PWR
2 inch dia. PVC
W-9
12/13/10
36.2469581'
-80.2750675'
909.35
911.38
110.50
259
NA
229-259
Bedrock
2 inch dia. PVC, Ken Stewart's pasture,
B-9
5/20/93
NM
23
36.24819778' `
-80.28420462° `
NE
NE
NA
18-22.5
Saprolite
2 inch dia PVC, Phase 3 temporary piezometer, no protective well box around well
B-10
5/19/93
36.24815194' '
-80.28243419° '
NE
NM
14
NA
9-13.5
Saprolite
2 inch dia PVC, Phase 3 temporary piezometer, not located October 2009
B-11
5/20/93
36.24695712' "
-80.28385595°'
NE
NE
NM
54
NA
48-53
Saprolite
2 inch dia PVC, Phase 3 temporary piezometer, no protective well box around well
B-12
5/19/93
36.24765518' "
-80.28079913' `
NE
NE
NM
8.5
NA
3.5-8
Saprolite
2 inch dia PVC, Phase 3 temporary piezometer, no protective well box around well
B-14
5/20/93
36.2461299° `
-80.28188639° `
NE
NE
NM
54
NA
48-53
Saprolite
2 inch dia PVC, Phase 3 temporary piezometer, no protective well box around well
PZ-1
3/15/16
36.25134616' `
-80.2740505° "
NE
NE
NM
1.5
NA
1.0 - 1.5
Alluvium
1 inch dia PVC temporary piezometer. Originally installed 12/2010. Replaced 3/2016
PZ-2
12/15/10
36.25229952' "
-80.27330537' `
NE
NE
NM
4.0
NA
3.0 - 4.0
Alluvium
1 inch dia PVC temporary piezometer
PZ-3
12/15/10
36.25292715' "
-80.27477259' `
NE
NE
NM
1.5
NA
0.5 - 1.5
Alluvium
1 inch dia PVC temporary piezometer
PZ-4
12/16/10
36.25225065' "
-80.27644449' `
NE
NE
NM
5.0
NA
4.2 - 5.0
Alluvium
1 inch dia PVC temporary piezometer
PZ-5
12/16/10
36.25178958' "
-80.27767072' "
NE
NE
NM
5.0
NA
3.0 - 5.0
Alluvium
1 inch dia PVC temporary piezometer
NE - Not Established BGL - Below ground level
MSL - above mean sea level BTOC - Below top of casing
NM - Not Measured PWR = Partially Weathered Rock
' - Estimated value Survey data by Lawrence Associates, P.A., January 4, 2010, January 4, 2011 & February 28, 2011
RJR71Tables RJRT Ash LF.x1sx0. Well Construction

APPENDIX A SAMPLE LOG TEMPLATE
www.erm.com Version: 1.0 Project No.: 0633243 Client: R.J. Reynolds Tobacco Co. May 2022
34-05 SAP Edwards Rd LF Rural Hall.docx

WATER MATRIX SAMPLING
FIELD DATA FORM
ERM
Site Name: ERM Project Number:
Sample Type: (Monitor Well, DPT, Surface Water, Potable WSW; other)
Sample ID:
Date:
Time:
Sampling Personnel:
Weather Conditions (circle one): Sunny, Partly Cloudy, Cloudy, Rain, Other
Well Type: Flush Surface Completion, Stick Up Completion
Well Tag Present: Yes, No
Well Locked: Yes, No Lock Present: Yes, No
Well ID info on Tag: Yes, No
Well Bolted: Yes, No Well Cap: Yes, No
Well Cap Condition: Good, Replace, Other:
Well Pad Condition: Good, Cracked, Replace, Other:
Well Location: Grass, Asphalt, Concrete, Woods, Other:
Additional Comments:
Total Depth of Well (T.D.):
Screen Length: 5, 10, 15, 20, Other:
Depth to Water (D.T.W): Itl
Well Diameter: 2, 4, 6, 8, Other:
Total Volume Purged-
Casing Type: PVC, Steel
Purge Rate: mL/min
Sampling Device: Peristaltic, Monsoon, Grundfos, Bailer, Other:
Tubing Type: Polyethylene
Measuring Point: Top of Casing Other:
Pump Intake (ft below M.P.):
Color: Odor: Yes, No
Time:
min
Volume
Purged
DTW:
feet
Temp
CC)
pH
std units
SPC
uS/cm)
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria2
(gallons)
(see note
below)3
+/-
3%
+/-
0.1 unit
+/-
3%
+/-
10%
+/-
10 mV
+/-
10%4
Field Parameters measured with:
Official Sampling Date & Time:
Samples Collected: Analvsis Reauested: Preservative: Hold Time (days): Lab
Notes:
(1) - Do not measure depth to bottom of well unfit after purging and sampling to reduce resuspending fines that maybe resting on the well bottom.
(2) - Stabilization criteria based on three most recent consecutive measurements.
(3) - Total drawdown in well to be less than 0.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 ft).
(4) +/- 10 % when turbidity is over 10 NTUs.
(5) Well Volume (gal) = 0.041 d2h:
M(7)- DO is not a stabilization criterion for the "Groundwater sampling" SESD Standard Operating Procedure.
- ORP is not a stabilization criterion for the "Groundwater sampling" SESD Standard Operating Procedure.

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