3405_Forsyth_RJRRuralHall_Indus_April20GW_FID1418219_20200707

Signature v I-, L Date
ERM NC, Inc. - 300 Summit Avenue, Suite 330, Charlotte, NC 28203
Facility Representative Address
NC Professional Geologic Corporation # C-470
NC PE Firm License Number (if applicable effective May 1, 2009)
DENR USE ONL)_I ❑Paper Report ❑Electronic Data - Email CD (data loaded: Yes / No Doc/Event #:
'NC DENR Environmental Monitoring
Division of Waste Management - Solid Waste Reportina 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):
ERM NC, Inc. (consultant)
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Alan Martin Phone: [phone]
E-mail: [e-mail]
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or .1600) October 20-24, 2006)
R.J. Reynolds Industrial Landfill Edwards Road (S.R. 1903) 34-05 0.0503 March 31-April 2, 2020
Rural Hall, Forsyth County
Environmental Status: (Check all that apply)
Initial/Background Monitoring Detection Monitoring Assessment Monitoring 0 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 ❑
Surface water monitoring data
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
Notification attached?
No. No groundwater or surface water standards were exceeded.
X Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
Alan Martin, PG Project Manager 704-541-8345
Facility Representativ^ me, Print) , __L Title (Area Code) Telephone Number
1Uly 7, 2020 NC Licensed/ Professional Geologist Seal
��GAR� L JN4'
� 00 Ef) •.
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Revised 6/2009

t�
Groundwater &Surface
Water Monitoring Semi-
(fRlReynolds Annual Summary Report —
April 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
July 2020
Project No.: 0551517
The business of sustainability ERM

ERM ERM, NC, Inc. Telephone: [phone]
300 West Summit Avenue Fax: [phone]
Suite 330 www.erm.com
Charlotte, NC 28203
July 7, 2020
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: Groundwater and Surface Water Monitoring
Semi -Annual Summary Report — April 2020
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 the summary
report for the April 2020 groundwater and surface water monitoring event associated with the subject
property.
As outlined in Section 5.0 of the report, ERM is requesting NCDEQ authorization to discontinue
analyzing groundwater samples from piezometers at the subject property due to inconsistent results
attributable to frequently elevated turbidity in these samples. The piezometer groundwater samples
will continue to be analyzed for sulfates, the primary indicator of landfill -related impacts, and total
dissolved solids. If acceptable, please provide written authorization to omit future metals analyses for
the piezometer groundwater samples.
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
Attachments:
Environmental Monitoring Reporting Form
Groundwater and Surface Water Monitoring Semi -Annual Summary Report
cc: Mr. Scott Snow - R.J. Reynolds Tobacco Company
Mr. Max Hopkins - R.J. Reynolds Tobacco Company
Mr. Tom Wilson - ERM
Mr. Dave Wasiela - ERM

Signature Page
July 2020
Groundwater
& Surface
Water
Monitoring
Semi -Annual
Summary
Report
— April
2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Alan Martin P.G!
Project Manager
NSE� •'•.�9
L
uit:Q�tl_ �11'11
•
homas M. Wilson, P.G.
Principal in Charge
ERM NC, Inc.
300 West Summit Avenue, Suite 330
Charlotte, North Carolina 28203
Phone: [phone]
© Copyright 2020 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
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. July 2020
2020-04 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING CONTENTS
SEMI-ANNUAL SUMMARY REPORT — APRIL 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
CONTENTS
1. INTRODUCTION................................................................................................................................1
2. HISTORICAL GROUNDWATER AND SURFACE WATER QUALITY.............................................1
3. SUMMARY OF MONITORING PROGRAM.......................................................................................1
4. DESCRIPTION OF WATER QUALITY CONDITIONS...................................................................... 3
4.1 Site Hydrogeology................................................................................................................................3
4.2 Groundwater.........................................................................................................................................4
4.3 Surface Water.......................................................................................................................................5
5. PRELIMINARY ANALYSIS................................................................................................................6
6. REFERENCES...................................................................................................................................8
List of Figures
Figure 1 Site Location Plan .......................................................
Figure2 Site Plan.....................................................................
Figure 3 Groundwater Flow Directions ....................................
Figure 4 Groundwater Sampling Results — September 2019..
Figure 5 Surface Water Sampling Results — September 2019
Figure 6 Sulfate Isocontour Map - Groundwater ......................
Figure 7 Hydrogeologic Conceptual Model ..............................
Figure 8 Sulfate Trends - Groundwater ...................................
Figure 9 Sulfate Trends — Surface Water ................................
List of Tables
9
9
9
9
9
9
9
9
9
Table 1 Monitor Well Construction Details................................................................................................... 9
Table 2 Groundwater Elevations..................................................................................................................9
Table 3 Groundwater and Surface Water Sampling Event Summary Data.................................................9
Table 4 Groundwater Field Parameters.......................................................................................................9
APPENDIX A HISTORICAL GROUNDWATER AND SURFACE WATER QUALITY
ANALYTICAL DATA
APPENDIX B LABORATORY DATA SHEETS
APPENDIX C GROUNDWATER SAMPLING LOGS
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2020-04 Edwards Rd LF Rural Hall GW Repon.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — APRIL 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
INTRODUCTION
INTRODUCTION
In accordance with the February 4, 2014 Corrective Action Plan (ERM NC, Inc.) and the Industrial Solid
Waste Landfill Facility Permit No. 34-05-indus-1986 as amended through August 12, 2011, this report
presents the results of the April 2020 groundwater and surface water sampling event conducted at the
closed Edwards Road Landfill previously operated by R.J. Reynolds Tobacco Company. The closed
landfill is located northeast of the jurisdictional boundaries of Rural Hall, Forsyth County, North Carolina
and the location of the Site along with topographic map coverage of the vicinity are shown on Figure 1.
Historical monitoring data indicate the occurrence of certain inorganic compounds in excess of the North
Carolina Groundwater Standards (15A NCAC 2L) and Surface Water Standards (15A NCAC 213) in
portions of the landfill site. A Corrective Action Plan (ERM) to restore groundwater quality beyond the
compliance boundary, to stop unacceptable impacts to the adjacent surface waters, and to reduce the
overall groundwater contamination 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 selected 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 the existing affected -groundwater.
Groundwater and surface water monitoring has been conducted semi-annually at the site since the
completion of the synthetic cap installation and the drainage improvements in 2012.
2. HISTORICAL GROUNDWATER AND SURFACE WATER QUALITY
Groundwater and surface water quality monitoring has been conducted in the vicinity of the Edwards
Road 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. An updated
water quality monitoring plan presented in the February 2014 CAP (ERM) was approved by NCDEQ on
February 19, 2014 and is summarized in Section 3. Figure 2 depicts the locations of the groundwater
monitor wells and surface water sampling locations and Table 1 presents a summary of available well
construction details. Historical laboratory analytical results for available groundwater and surface water
samples are summarized in Appendix A.
3. SUMMARY OF MONITORING PROGRAM
Routine groundwater and surface water monitoring activities were conducted on March 31 -April 3, 2020
and are summarized in the following table:
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2020-04 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — APRIL 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Sampling and Analvses Plan
SUMMARY OF MONITORING PROGRAM
Analytical Parameters
Sample
Metals a
Sulfate Total Dissolved Field
Location I.D.
(EPA 6020B/
Solids b
(EPA 300Parameters
.0)
7074)
(SM 2540C)
Groundwater:
W-1
✓
✓ ✓ ✓
W-2
✓
✓ ✓ ✓
W-3
✓
✓ ✓ ✓
W-31B
✓
✓ ✓ ✓
W-5
--
✓ ✓ ✓
W-6
✓
W-7
✓
✓ ✓ ✓
W-8
✓
✓ ✓ ✓
W-9
✓
✓ ✓ ✓
PW-1
✓
✓ ✓ ✓
PZ-1 °
Dry, no sample collected
PZ-2
✓
✓ ✓ ✓
PZ-3 c
Dry, no sample collected
PZ-4
✓
✓ ✓ ✓
PZ-5
✓
✓ ✓ ✓
L-O
PZ-7 d
--
--
--
--
PZ-8 d
--
--
--
--
PZ-9 d
--
--
--
--
PZ-10 d
--
--
--
--
Subtotal
12
12
12
12
Surface Water:
SS-01
✓
✓
✓
✓
oo-u I t 150 d
--
--
--
--
SS-01+550 d
--
--
--
--
SS-01+850 d
--
--
--
--
SS-02
✓
✓
✓
✓
SS-10
--
--
--
--
SS-15
--
--
--
--
SS-20
✓
✓
✓
✓
SS-25
✓
✓
✓
✓
SS-30
✓
✓
✓
✓
SS-40
✓
✓
✓
✓
SS-50
✓
✓
✓
✓
SS-60
✓
✓
✓
✓
SS-70
✓
✓
✓
✓
SS-80
✓
✓
✓
✓
SS-90
✓
✓
✓
✓
Subtotal
11
11
11
11
TOTAL
23
23
23
23
3 Aluminum, barium, cadmium, chromium (total), iron, lead, manganese and selenium.
b Field parameters include temperature, pH, specific conductivity, turbidity, dissolved oxygen, and oxidation-reduction potential.
PZ-1 and PZ-3 were dry during the April 2020 sampling event.
d Temporary point not included in routine sampling.
The groundwater and surface water monitoring activities were performed in general accordance with the
techniques presented in the February 2014 CAP. Depth -to -water measurements and groundwater
elevations for available monitor wells from the April 2020 sampling event are presented in Table 2.
Groundwater flow directions are presented on Figure 3. Groundwater and surface water analytical data
from the April 2020 sampling are presented in Table 3. Field collection parameters are provided in Table
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2020-04 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — APRIL 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
DESCRIPTION OF WATER QUALITY CONDITIONS
4. Historical analytical data for both groundwater and surface water are presented in Appendix A.
Laboratory data sheets for the April 2020 sampling event are presented in Appendix B. Copies of the
sample logs are provided in Appendix C. Groundwater and surface water sample analytical results from
the April 2020 sampling event are presented on Figures 4 and 5, respectively. Figure 6 depicts the
isoconcentration contours of sulfates in groundwater at the site and Figure 7 presents a hydrogeologic
conceptual site model and cross-section. Sulfate concentrations in groundwater and surface water over
time are presented graphically on Figures 8 and 9, respectively.
4. DESCRIPTION OF WATER QUALITY CONDITIONS
The following sections highlight key findings from the analytical results.
4.1 Site Hydrogeology
The Site geology consists of fractured bedrock (gneiss and schist) overlain by partially weathered rock
and a mantle of residual soils near the surface. The depth to bedrock beneath the Site generally ranges
from 10 to 50 feet bgs. The first occurrence of groundwater beneath the upper portion of the site is within
the fractured bedrock. In the lower portions of the site near the streams, groundwater is encountered
within the partially weathered rock above the top of hard bedrock (transition zone).
Shallow groundwater beneath the Site migrates either along the top of bedrock or along the permeable
zones within the shallow fractured bedrock zone and discharges into nearby creeks, namely Leak Creek
and its tributaries. The regional groundwater flow regime within the lower portion of the deep bedrock
aquifer is north-eastward toward the nearest regional drainage feature, Town Fork Creek. The depth to
groundwater in the top -of -rock aquifer zone ranges from approximately 0 feet at the creeks to 13 feet in
shallow monitor wells. The depth to water in the bedrock aquifer ranges from artesian conditions to
approximately 110 feet below ground surface in the measured wells.
Using recent depth to water measurements, Site groundwater elevations and hydraulic gradients for the
Site were calculated as summarized below.
Horizontal Hydraulic Gradient - Saprolite/PWR
March 31, 2020
Well
Reference
Depth to
Head
Head
Distance
Hydraulic
Designation
Elevation
Water
Elevation
Change
Change
Gradient
ft MSL
ft
ft
ft)
(ft)ft/ft
W-1
822.68
13.28
809.40
29.40
180
0.1633
Leak Creek a
780.0
0.00
780.0
W-3
804.43
3.43
801.00
15.50
80
0.1938
Leak Creek a
785.5
0.00
785.5
Average Hydraulic Gradient
0.1786
a Leak Creek bed elevation represents groundwater discharge line
Based on the April 2020 hydraulic gradients, the groundwater flow rate (seepage velocity) in the
saprolite/PWR aquifer zone was calculated as summarized below.
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2020-04 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — APRIL 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Groundwater 5eepacie Velocity calculation = Ki/ne
DESCRIPTION OF WATER QUALITY CONDITIONS
where:
K = hydraulic conductivity 0.080 ft/day (estimated)
i = horizontal hydraulic gradient 0.1786 ft/ft (measured)
ne = effective porosity 0.25 estimated
Groundwater Seepage Velocity (Saprolite/PWR) =
_ (0.08) ( 0.1786) / (0.25) = 5.72 x 10-2 ft/day
or 20 ft/year
The widely spaced locations of the bedrock monitor wells at the Site do not allow for calculation of the
hydraulic gradient and groundwater flow rate of the bedrock aquifer.
4.2 Groundwater
During the April 2020 groundwater sampling event, nine monitor wells were sampled utilizing a low flow,
low volume sample collection technique. During the event, three piezometers were sampled using a bailer
due to insufficient volume for low flow sampling procedures. Piezometers PZ-1 and PZ-3 were dry during
the sampling event.
Presently, samples from groundwater monitoring wells at the the Site contain concentrations of sulfates,
total dissolved solids, and three metals above the applicable North Carolina groundwater standards (NC
2L standard). Sulfate, the primary constituent related to the landfill, was detected in two groundwater
samples in excess of the NC 2L standard. Iron was detected in four of the nine groundwater monitoring
well samples in excess of the NC 2L standard. Manganese was detected in five of the nine groundwater
monitoring well samples in excess of the NC 2L standard. Selenium was detected in one groundwater
monitoring well sample in excess of the NC 2L standard. Dissolved solids were detected in three of the
groundwater monitoring well samples in excess of the NC 2L standard. The elevated concentrations of
iron and manganese in samples from the Site monitor wells may be attributable to their natural
occurrence in groundwater as indicated by historical sample results from onsite background monitor wells
(W-6 and former W-4).
Seven metals were detected in groundwater from the three piezometers sampled in concentrations above
the applicable NC 2L standards. Concentrations of aluminum, cadmium, chromium (total), iron, and
manganese exceed the applicable standards in PZ-02, PZ-04 and PZ-05. Barium and lead exceeded the
applicable standards in PZ-02 and PZ-04. The elevated concentrations of metals in the piezometer
samples are likely attributed to very high turbidity and the inability to sample utilizing low flow procedures,
due to insufficient water volume. Elevated turbidity conditions common to samples from piezometers
installed via hand auger are attributed to insufficient sand pack to properly filter suspended soil particles
from water migrating into the screened interval. Sulfate levels in groundwater samples from the
piezometers do not exceed the applicable standard.
As noted in Section 1, installation of the synthetic cap and construction of drainage improvements over
the limits of waste were completed in September 2012. The April 2020 samples were collected
approximately 7.5 years after the cap installation. Sulfate concentrations from the April 2020 samples
from shallow monitor wells W-1 and W-2, located near the limits of waste, indicate a continuing overall
trend of stable or decreasing sulfate levels since the installation of the synthetic landfill cap in 2012. The
April 2020 sulfate concentrations from shallow monitor well W-3, also near the limits of waste, indicate a
continuing trend of fluctuating to decreasing sulfate levels since completion of the landfill cap installation
in September 2012. During the same period, sulfate concentrations at bedrock monitor well W-313,
located adjacent to W-3, continue to show an overall stable or decreasing trend. At W-1, a trend of
fluctuating concentrations of iron is shown, while manganese and total dissolved solids concentrations
remained stable compared to historical sample results prior to installation of the synthetic cap. At W-3,
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2020-04 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING DESCRIPTION OF WATER QUALITY CONDITIONS
SEMI-ANNUAL SUMMARY REPORT — APRIL 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
iron concentrations remained below the NC 2L standard and total dissolved solids concentrations have
decreased from 2018 to 2020. Manganese concentrations at W-3 trended upward following the
installation of the synthetic cap in 2012, but have decreased since 2018 and remain within the range of
the historical analytical results.
Overall, the April 2020 groundwater quality results and the historical concentration trends indicate that
groundwater quality improvements are evident in most monitor wells located at the perimeter of the
landfill.
4.3 Surface Water
During the April 2020 sampling event, 11 surface water samples were collected. The April 2020 surface
water monitoring results indicate there are no surface water quality impacts directly attributable to the
landfill. Concentrations of sulfates and total dissolved solids in all of the samples collected during the April
2020 sampling event were below the applicable North Carolina surface water standards (NC 2B
standards). Manganese was below the applicable North Carolina surface water standards in all of the
surface water samples. Iron was reported in four surface water samples above the North Carolina surface
water standard however each of the samples was collected from upgradient of the landfill (SS-20, SS-25,
SS-30, and SS-50). Sulfate concentrations from the surface water samples with historical results display a
generally declining to stable trend when compared to the September 2012 surface water results.
Overall, April 2020 surface water quality results confirm that the corrective actions at the site have been
effective for the remediation of the surface water quality at the site. Compared to upstream surface water
quality, there have been four confirmed on -site exceedances of surface water quality standards in the
streams since 2014. There have been no exceedances of surface water quality standards downstream of
the landfill (SS-40, SS-80 or SS-90) since installation of the synthetic landfill cap in 2012.
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2020-04 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING PRELIMINARY ANALYSIS
SEMI-ANNUAL SUMMARY REPORT — APRIL 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
5. PRELIMINARY ANALYSIS
The April 2020 monitoring results demonstrate:
■ Sulfate, total dissolved solids, iron, manganese and selenium in groundwater monitoring well
samples exceed the NC 2L standards. Concentrations of all detected analytes in groundwater were
within the normal range of historical fluctuations.
■ Overall, the groundwater quality data indicate that the concentration trends and area of affected
groundwater have been stabilized or reduced at the Site. Using sulfate as a primary indicator of
landfill -related impacts, the sulfate concentration trends in groundwater, since completion of the
landfill cap installation in September 2012, are generally decreasing including at the PW-1.
■ Seven metals in the groundwater samples from piezometer groundwater samples exceed the NC 2L
standards. The elevated concentrations of aluminum, barium, cadmium, chromium, iron, lead
manganese in the piezometer samples are not considered representative because the levels are
attributed to very high turbidity and the inability to sample utilizing low flow procedures, due to
insufficient water volume. ERM recommends discontinuing metals analysis of the piezometer
groundwater samples due to the inconsistent results attributed to turbidity in these samples. Sulfate,
the primary indicator of landfill -related impacts, and total dissolved solids will continue to be analyzed
in the piezometer groundwater samples.
■ No elevated concentrations of sulfates, metals or total dissolved solids have been detected in the off -
site groundwater sample. The April 2020 groundwater sample collected from off -site monitoring well
W-9, located to the southeast and side gradient of the landfill, contained a sulfate concentration
(12,000 pg/L) which is well below the NC 2L standard (250,000 pg/L) and is consistent with
background levels observed in the upgradient monitoring well W-6 (10,000 pg/L).
■ Concentrations of sulfates, total dissolved solids, manganese and selenium in all 11 surface water
samples did not exceed the applicable NC 2B standards. Iron was detected in the four upgradient,
background surface water samples above the NC 2B standard. Concentrations of other detected
analytes in surface water were within the normal range of historical fluctuations.
■ Sulfate, manganese, and total dissolved solids concentrations in surface water samples from the Site
have generally trended downward or remained stable compared to historical results. There have
been no exceedances of surface water quality standards downstream of the landfill since the
installation of the synthetic landfill cap in 2012.
■ Installation of the synthetic cap and construction of drainage improvements over the limits of waste
were completed in September 2012. The April 2020 samples were collected approximately 7.5 years
after the cap installation and indicate that groundwater quality improvements are evident in the
monitoring wells located at the landfill perimeter. The April 2020 surface water quality results indicate
that there are no exceedances of the NC 2B standards at any of the 11 surface water monitoring
locations. The water quality improvements at the site indicate that the cap installation and the
drainage improvements at the landfill are effective remedial measures.
The schedule for routine monitoring activities is summarized below.
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2020-04 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — APRIL 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
PRELIMINARY ANALYSIS
Target
Activity Completion Date
Conduct Semi -Annual Water Quality Monitoring Event
Submit Water Quality Monitoring Summary Report to NCDEQ
Conduct Semi -Annual Water Quality Monitoring Event
Submit Water Quality Monitoring Summary Report to NCDEQ
September 2020
December 2020
March 2021
June 2021
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2020-04 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
REFERENCES
SEMI-ANNUAL SUMMARY REPORT — APRIL 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
6. REFERENCES
Date Title
Source
1986-05-29 Solid Waste Permit No. 34-05 issued to R.J. Reynolds Tobacco Company
NCDENR
1999-10-19 R. J. Reynolds Tobacco Company Ash Landfill Transition Plan
Geo-Environmental
Consultants, Inc.
2000-01-25 Work Plan for Upgrading Groundwater Monitoring, Phase 11 Ash Fill Area
Geo-Environmental
Consultants, Inc.
2000-03-13 Upgrade of Groundwater Monitoring Program, Phase 11 Ash Fill Area
Shield Environmental
Associates, Inc.
2001-01-02 Modifications to Transition Plan, Permit #34-05
Shield Environmental
Associates, Inc.
2003-12-23 Post Closure Cover Maintenance Plan, Permit #34-05
Shield Environmental
Associates, Inc.
2009-04-17 Compliance Order with Administrative Penalty, Facility #34-05
NCDENR
2009-07-17 Preliminary Site Assessment Work Plan, Facility #34-05
ERM
2009-10-29 Summary Report — Preliminary Site Assessment, Facility #34-05
ERM
2010-11-15 Letter correspondence to NCDENR DWM regarding Off -Site Well
ERM
Locations, Facility #34-05
2011-03-10 Summary Report — Phase 11 Site Assessment
ERM
2011-06-14 Proposed Closure Modification - Edwards Road Landfill, Permit No. 34-05
ERM
2011-08-12 Regulatory approval Letter Of Closure Modification, Permit No. 34-05
NCDENR
2012-04-30 Summary Report — Groundwater Modelling for Site Assessment
ERM
2012-09-21 Construction Quality Assurance for Closure Modification, Permit No. 34-
ERM
05
2012-10-09 Letter correspondence to NCDENR regarding Groundwater Modelling &
ERM
Water Quality Monitoring, Facility #34-05
2012-11-07 Groundwater Corrective Action Permit Modification Application
ERM
2013-10-01 Groundwater Corrective Action Application and Revised Groundwater ERM
Modelling Scenarios
2013-10-10 Regulatory approval of Groundwater Corrective Action Application NCDENR
2013-10-11 Regulatory approval of Construction Quality Assurance for Closure NCDENR
Modification, Permit No. 34-05
2014-02-04 Corrective Action Plan, Permit No. 34-05 ERM
2014-02-19 Regulatory approval of Corrective Action Plan NCDENR
Various Groundwater and Surface Water Monitoring Summary Reports — 2010- ERM
present
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. July 2020 Page 8
2020-04 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — APRIL 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Figures
Figure 1 Site Location Plan
Figure 2 Site Plan
Figure 3 Groundwater Flow Directions
Figure 4 Groundwater Sampling Results — September 2019
Figure 5 Surface Water Sampling Results — September 2019
Figure 6 Sulfate Isocontour Map - Groundwater
Figure 7 Hydrogeologic Conceptual Model
Figure 8 Sulfate Trends - Groundwater
Figure 9 Sulfate Trends — Surface Water
Tables
Table 1 Monitor Well Construction Details
Table 2 Groundwater Elevations
Table 3 Groundwater and Surface Water Sampling Event Summary Data
Table 4 Groundwater Field Parameters
REFERENCES
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. July 2020 Page 9
2020-04 Edwards Rd LF Rural Hall GW Report.docx

918
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2,000
000011—�� Feet
Legend
Figure 1
r PCompliance Boundary ±_ � Limits of Permit Site Location Map
Edwards Road Landfill Permit #34-05
n R.J. Reynolds Tobacco Co.
$ ERM NC, Inc.
L ERM www.erm.com 1:24,000 1 inch = 2,000 feet Rural Hall, North Carolina
L
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r,$ -7 '7 Tz�
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� Legend
Saprolite/PWR Monitor Well
,s
Bedrock Monitor Well
Beck ' h f l B°O Ss -so O Abandoned Monitor Well
SS-90 k Piezometer
VV_8 0 Soil Boring/Piezometer
�yio Pz-a p Pz of Boring �t _ Soil B ng
n _ SS 40
oo� w 7 Pz-5 Surface Water Sample Location
r
p SS-60 As -Built Landfill Contours (20')
��� ; , y Compliance Boundary
r JI ' ' Pa ne ., .,
�,`. Limits of Permit
r �. 100 =:�t�'"" �� � °°s Streams
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m �: Reynolds „ J 1 I,,.Guthne
w� Erosion�0�1 Eros
ion-02
D
G 'CIA S 01
B� DO Notes
u
W \ Q'
W-6 0 1. Contour Interval Is 20 ft.
B-5 Pa ne
Sprinkle �,`� 2. Limps of landfill are approximate based on
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W-3 Freeman G available historic data.
ME,!
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B 9 �= ' B 8 PZ 07 SS-95 Mapping Program, 2008
B-10 ` W-3B
w �, .
` ' . B 7 SS-01+150 f Frierson
R }olds 113-12 o SS-01 Phipps
� t
2 -4
, _1SS-25�r�� yy_g Wagner s'
W B-11 SS-20
. _ � INS
i AS/-' 1000 Boyd =y'-: O Phipps Kleitchens
W-5 SS-30
y �0- Ken Stewart
B14
°t y Ken Stewart 10°° -,00 o SS-10 Don Stewart
S o
g Hawks Dave O 1:7,200 1 inch = 600 feet
o Stewart
�p00 _ SS-15'� FM
Don Stewa
Freedom
rt P�CZ`
Baptist
Mozelle < Figure 2
cnuron Stewart Site Area Map
- Freedom
z ? Baptist 900 Edwards Road Landfill
Chin
r Permit #34-05
R.J. Reynolds Tobacco Co.
O RJR Rural Hall, North Carolina
Sao A� NA��; W
0 300 600 900 r GMANTpN Rp V ERM NC, Inc.
J Feet A _ g°° 9�0 WWW.erm.COm
900 ERM
1Source: NCOneMap Data Services (Imagery, parcels), Forsyth County GIs Data Download (Streets, buildings)

00
0
1000
L-1j,Mir
OG
U)
0
3
0
W
0 300 600 900
Feet
,�. 900 10
p0dl1, �''Air.
T N
tr ,,IIII yg �r+� �O,(,��
lip, I ,
IIyQ
900
600
oo SS-80
a
Beck PZ 3 SS-90
SS.70 O PZ-2 a
W 7 i4SS 7
(839.77) SS 65 ��S-4�
` ► Ss ode •a ��
SS-50
(881.71)
� S=.O
B-9 ------ B-10
101 IN]
R. J.
Reynolds
W-4 B-11
J0000 Boyd
O Z�' PZ-5 1
+SS60
�wolf -, , ; PZ 1 �SS-35
i �)
.` ., /' � (814.07)xd^aSr�So-0�2 y�
PW-1 / /rW-1 .O �I/ 0
R. J. (854.28)1 1 1 9 4) `SS-01+850 e
U Guthne
Reynolds O` Erosion-010
(RETENTION..
�B-4 P POND MW-001,
1 B_� \ Spry
Sediment 1Boil-01 PZ-10
' B-8 �\ PZ-0 W 3
BI 07'> SS-95\550
I 7 �" �k .
(801)
B-12 SS 01+1150 \ Phipps,
SS-20
SS-25Wrirk
W-9
O
Phipps
W-5
SS-30
B-14
Ken Stewart
SS-10
Payne
�o
Freeman. G�
is
Frierson
o�s
Payne
•
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
O Abandoned Monitor Well
Piezometer
0 Soil Boring/Piezometer
1�1 Soil Boring
Surface Water Sample Location
Streams
— As -Built Landfill Contours (20')
Compliance Boundary
_ Limits of Permit
0 Parcels
Regional groundwater flow
Local shallow groundwater flow
__�j ' 6
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
4. Regional and Local Shallow Groundwater
Flow based on groundwater modeling
\
(ERM, 2012)
Don Stewart
Hawks Dave
Stewart
SS-15 Don Stewart
Freedom �P
Mozelle
Baptist �.
Church Stewart
Freedom
Baptist 900
Church
0
RtJ�E NA<<`GE w
o Lu
RMANTON Rp C)
t g00 9�0 900
1:7,200 1 inch = 600 feet
Figure 3
Groundwater Flow Direction
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �b
www.erm.com ERM

900
t !
Y
-'
Hluminum
Barium
Cadmium
Chromium
Iron
Lead
Manganese
Selenium
Sulfate
cl I Compound 040212020
Aluminum
250
3
Barium
36
u
Cadmium
< 0.50
Chromium
<5.0
i
Iron
3,300
Lead
< 1.0
Manganese
2,700
Selenium
21
Sulfate
830,000
u
Dissolved Solids, Total 1,700,000
W-06
r
Compound
04/03/2020
n
Aluminum
180
N
Barium
43
Cadmium
< 0.50
rChromium
7.2
Iron
190
Lead
< 1.0
1'
Manganese
5.6
Selenium
< 5.0
Sulfate
10,000
Dissolved Solids, Total
250,000
nd
W-07
F
-
Compound
0410212020
130
75
< 0.50
6.1
1,200
PZ-05
04/01/202
Aluminum
11000
Barium
180
Cadmium
8.1
< 1.0
72'*
< 5.0
5,400
190,000
\ I
Chromium
17
Iron
51000
Lead
4.7
Manganese
770
s, Total
Selenium
< 5.0
Sulfate
35,000
Dissolved Solids, Total 150,000
60,9
Beck PZ-3
W
r SS 70-\-PZ-4. 0 ��
W PZ�III` /Y SS-40
o� O
SS-60 PZ-1
SS-02
W-2
;+ R. J. 1 PW;17 j �i ,SS-01+850 Guthrie
\VVVI
W-0
Jonnston
Reynolds O:` Erosion-01
F 00 4 rosion-02
SS-50 W"6 0
Sprinkle
u��: Sediment Boii-01
R. J.
Reynolds
W-4
1
2 �{ 000
U
N • �Ofl
NC 2L Ground Water Standard
m
Aluminum NE
Barium 700
o Cadmium 2
0 Chromium (Total) 10
Iron 300
Lead 15
0
Manganese 50
T
Selenium 20
2Sulfate
50
0,000 \
' Dissolved Solids 500,000
rNE = Not Evaluated
o A
i 0 300 600 900
i Feet
7NJ
-
v W-3 Freem
/fit\
�i PZ-06 -95\
CB-9 ------ B-10?► ,y B-8 1bC4 PZ 07
SS-01+150
B-12A* r ,r SS-01. Phipps
0 `
B-11 SS-20 e�SS-25�rW-9
IN
Boyd O Phipps Kle
0 Wes, �/ 0 �� I
B-14 Ken
SS-10
Hawks I
SS-15
Ru�E\NA
<<'GER
II l TO At � RD
Don Stewart
Compound
W-09
041021202O
Aluminum
42
Barium
170
Cadmium
< 0.50
Chromium
< 5.0
Iron
< 50
Lead
< 1.0
Manganese
< 5.0
Selenium
Sulfate
12,000
Dissolved Solids, Total
230,000
U
's1
020 i 1
$
Compound
PZ-02
0410112020
Aluminum
69000
Barium
710
Cadmium
20
Chromium
80
1 ron
130000
Lead
38
Manganese
7200
Selenium
7.4
Sulfate
33,000
Dissolved Solids, Total
1 160,000
N
M
Compound
W-02
W-02 (FD)
03/31/2020
03/31/2020
Aluminum
1,300
990
Barium
140
150
Cadmium
< 0.50
< 0.50
Chromium
49
< 5.0
Iron
1,900
1,300
Lead
< 1.0
< 1.0
Manganese
22
20
Selenium
< 5.0
< 5.0
Sulfate
22,000
22,000
Dissolved Solids, Total
82,000
76,000
Paj
Compound
W-01
0313112020
Aluminum
180
Barium
29
Cadmium
< 0.50
Chromium
<5.0
Iron
450
Lead
< 1.0
Manganese
4,000
Selenium
18
Sulfate
970,000
Dissolved Solids, Total
2,200,000
4, /
Compound
W-03
03131120201
Aluminum
< 40
Barium
26
Cadmium
< 0.50
Chromium
< 5.0
Iron
<50
Lead
< 1.0
Manganese
170
Selenium
9.8
Sulfate
190,000
Dissolved Solids, Total
1 510.000
D
Ste
zelle
art
b,
Compound
W-03B
;.
03/31/2020
Aluminum
< 40
Barium
59
Cadmium
< 0.50
Chromium
<5.0
Iron
<50
Lead
< 1.0
Manganese
87
Selenium
< 5.0
Sulfate
23,000
Dissolved Solids, Total
240,000
y
9Q0
_7�
w
10
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
O Abandoned Monitor Well
Piezometer
0 Soil Boring/Piezometer
� Soil Boring
Surface Water Sample Location
Streams
µ - As -Built Landfill Contours (20')
triCompliance Boundary
_J Limits of Permit
0 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
4. All concentrations in micrograms per liter
(ug/L)
1:7,200 1 inch = 600 feet
Figure 4
Groundwater Sampling
Results - April 2020
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc.
90 www.erm.com ERM
O
source: NUUneMap Uata Services (Imagery, parcels), Forsyth County GIS Uata Download (Streets, buildings)

900
�14
Compound
SS-60
04/01/2020
Aluminum
650
Barium
54
Cadmium
< 0.50
Chromium
< 5.0
Iron
690
Lead
< 1.0
Manganese
7.3
Selenium
Sulfate
< 5.0
62,000
Dissolved Solids, Total
160,000
SS-50
Compound
04/01/2020
660
Aluminum
Barium
47
Cadmium
< 0.50
Chromium
< 5.0
Iron
2,300
Lead
< 1.0
Selenium < 5.0
Sulfate 2,800
Dissolved Solids, Total 1 74,000
o;
ayj•`• l:' Q
Compound
SS-20
04/01/2020
Aluminum
1,800
Barium
47
Cadmium
< 0.50
Chromium
< 5.0
C�N! Lead
!Ctp Manganese
l' Selenium
• Sulfate
Y ",� Dissolved Solids, Total 7
f 2
�...
y NC 2B Surface Water Standard
< 1.0
13
< 5.0
Aluminum
8,OOC
Barium
21,OOC
Cadmium
0.0
Chromium (Total)
50.1
1 ron
1, OOC
Lead
1.4`:
Manganese
10C
Selenium
Sulfate
250, OOC
u
R. J.-'%
Reynolds
W-4
10O
6
Compound
SS-70
04/01/2020
Aluminum
630
Barium
43
Cadmium
< 0.50
Chromium
< 5.0
Iron
840
Lead
< 1.0
Manganese
14
Selenium
< 5.0
Sulfate
12,000
Dissolved Solids, Total
77,000
Compound
SS-80
04/01/2020
Aluminum
510
Barium
50
Cadmium
< 0.50
Chromium
< 5.0
Iron
680
Lead
< 1.0
Manganese
5.8
Selenium
< 5.0
Sulfate
10,000
Di
Compound
SS-90
04/01/2020
Aluminum
200
Barium
47
Cadmium
< 0.50
Chromium
< 5.0
Iron
300
Lead
< 1.0
Manganese
8.3
Selenium
< 5.0
Sulfate
22,000
Dissolved Solids, Total
110,000
ssolved Solids, Total 76,000 1'a
s, K,,,., ,Johnston
0
BOo
SS-80
PZ-3 � � -90
�0
W-8
SAS-70 PZ-4. � �PZ;-2PZ-5?w
� i
SS-60. ® PZ-1
v r
J .
Payne
�SS-02 y
VV_2
r��---� -//5�I
R. J. PW-1 /�� SS-01+850t
Reynolds A O' Erosion-01,
®�A�1ri\ S Erosion-02
B 4
O yt� Sprinkle
Sediment Boil-01 W 3
<Boyd
PZ-06�A,k SS-95\
B-8 ' PZ-071B_7 W-3BSS-01+150B_12,� SppsS-20 4WSS-25 N r WO' W_9 'dO
Dissolved Solids 500,000 m
0 300 600 900
Feet
W-5 SS-30
B-14 Ken Stewart
1.1
��,
SS-10
646116- / Hawks
Compound
SS-25
04/01/2020
Aluminum
1,700
Barium
48
Cadmium
< 0.50
Chromium
< 5.0
Iron
1,500
Lead
< 1.0
Manganese
9.5
Selenium
< 5.0
Sulfate
9,200
Dissolved Solids, Total
70,000
SS-15 Freedom
V I Baptist
Church
NTpN RD
Don
I
Guthrie
Compound
SS-30
04/01/2020
Aluminum
1,300
Barium
59
Cadmium
< 0.50
Chromium
< 5.0
Iron
1,800
Lead
< 1.0
Manganese
18
Selenium
< 5.0
Sulfate
31,000
Dissolved Solids, Total
160,000
Iu
gp0
Freeman
kv
r
Compound
SS-40
04101/2020
Aluminum
280
Barium
48
Cadmium
< 0.50
Chromium
< 5.0
Iron
400
Lead
< 1.0
Manganese
9.0
Selenium
< 5.0
Sulfate
Dissolved Solids, Total
24,000
11,000
Compound
SS-02
SS-02 (FD)
04/01/2020
04/01/2020
Aluminum
450
400
Barium
47
46
Cadmium
< 0.50
< 0.50
Chromium
< 5.0
< 5.0
Iron
580
600
Lead
< 1.0
< 1.0
Manganese
18
18
Selenium
< 5.0
< 5.0
Sulfate
38,000
38,000
Dissolved Solids, Total
150,000
160,000
h
Compound
SS-01
04/01/2020
Aluminum
490
Barium
59
Cadmium
< 0.50
Chromium
< 5.0
Iron
690
Lead
< 1.0
Manganese
8.6
Selenium
< 5.0
Sulfate
26,000
Dissolved Solids, Total
150,000
1.
W
900
d
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
O Abandoned Monitor Well
Piezometer
0 Soil Boring/Piezometer
f!IiiI Soil Boring
Surface Water Sample Location
Streams
As -Built Landfill Contours (20')
triCompliance Boundary
_J Limits of Permit
0 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
4. All concentrations in micrograms per liter
(ug/L)
1:7,200 1 inch = 600 feet
Figure 5
Surface Water Sampling
Results - April 2020
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �d
www.erm.com ERM
Source: NCOneMap Data Services (Imagery, parcels), Forsyth County GIs Data Download (Streets, buildings) NCDOT GIs Unit

900 I
SULFATE CONCENTRATIONS - MOST RECENT (ug/L)
MONITORING WELLS PIEZOMETERS SURFACE WATER
W-1
W-2
W-3
W-3 B
W-6
W-7
W-8
W-9
PW-1
SS-01
SS-02
SS-1 0*
SS-15*
SS-20
SS-25
SS-30
SS-40
SS-50
SS-60
SS-70
NC Groundwater & Surface Water Stan dard = 250,000 pg/L SS-80
Sample collected in APRIL 2020 unless otherwise noted SS-90
*Sample collected in August 2009
- No sample collected. Previ
1000
-: ' 1 d
970,000
22,000
190,000
23,000
10,000
5,400
69,000
12,000
830,000
0 300 600 900
Feet
PZ-1 **
PZ-2
PZ-3**
PZ-4
PZ-5
11,000
33,000
18,000
37,000
35,000
1000
Boyd
26,000
38,000
11,000
7,500
9,300
9,200
31,000
24,000
2,800
62,000
12,000
10,000
22,000
T
N
0 / N,
01
I —�
hnston - i
SS-90
(22,000)
W-08
(69,000) PZ-02 '
000,
`� SS-40 i
` (24,000) ik
J
r ¢ Payne 1
N-02 jj n
22,000) 0 S-02
38 000 °O6
1< I/ ( )
70,600) Guthrie
dift
- O��O
�O
0
Sprinkle Payne t
Q��' .
\ FrAK eeman
I'd G I
_ \hipps
SS-20 `� SS-25 I
ftr
(9,300) (9,200)UN0�� W-09_
SS-30 � O \
(31,000)
Ken Stewart
Y \
Don Stewart•
Frierrgoon
,ner
Phipps Kleitchens
Al
?t:
kyy
Legend
O Saprolite/PWR Monitor Well
0 Bedrock Monitor Well
Piezometer
Surface Water Sample Location
Water Supply Well
Streams
- As -Built Landfill Contours (20')
trjCompliance Boundary
_ Limits of Permit
0 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
1:7,200 1 inch = 600 feet
\
Hawks
Dave
O/
Don Stewart Stewart -
Figure 6
Freedom Baptist Mozelle1
�P�C��
�'
Sulfate Isocontour Map
Church Stewart
�P
Groundwater
Freedom
Baptist
900
Edwards Road Landfill
Church
Permit #34-05
R.J. Reynolds Tobacco Co.
A
Rural Hall, North Carolina
oRljRq`
m gao
Hq �A
<<:GF ,
•
W
�d
r
RMANTpN Rp
-
V
ERM NC, Inc.
v
900 900
900
www.erm.com ERM
;}rapt, h,iHdin )

A
NORTHWEST
LU
0 900
x
N
J
N
H
W
LL 700
z
O
Q
LLI
J
w 600
SYNTHETIC CAP INSTALLATION
COQAPLETE 3Q2012
LOCAL PERCHED WATER FLOW
�j LOCAL GROUND WATER FLOW
%rti�ti W-3 M M
BEDROCK SULFATES LEAK
190,000 pg/L CREEK
c = ARTESIAN
WELL \
000 l0 V
)738 SL \
\9/ BEDROCK AQUIFEX
i
G
T � W-3B
W-7 PW-1 /A ` �s 02F `»>111 SULFATES
SULFATES SULFATES ``, ° / 23,000 /L
5,400 Ng/L >17830,000 Ng/L ug
UNNAMED
♦ TRIBUTARY
SS-60
SULFATES
62,000 Ng/L
X
SOUTHEAST
238 FT�
\ W-9
SULFATES
12,000 Ng/L
0 200 400 600 800 1000 1200 1400 1600 1800 2000
DISTANCE (FEET)
CROSS SECTION LOCATION®
A w-7
W-8 N SULFATE CONCENTRATIONS - MOST RECENT {VglQ
r� )i MONITORING WELLS PIEZOMETERS SURFACE WATER
i
SCALE IN FEET
0 150 300 600
moo`` 14,
s
w-I
N30E 33SE
�N_3
- B N20E15SE
(ARTESIAN)
W-9
A'
1 I W-1 970,ON PZ-1** 110000 SS-01 215000
W-2
W-3
W-3 B
War
W-7
W-8
W-9
PW-1
22,000
190,000
23,000
10,000
5,400
69,000
12,000
830,000
PZ-2 33,000
PZ-3- 18,000
PZ-4 37,000
PZ-5 35,000
NC Groundwater & Surface Water Standard = 250,000 µgfL
Sample collected in March and April 2020 unless otherwise noted
Sample collected in August 2009
No sample collected. Previous sample results presented. See tables and appendices.
SS-02
38,000
SS-1 0*
11,000
SS-15'
7,500
SS-20
9,300
SS-25
9,200
Figure 7
SS-30
31,000
SS-40
24,000
Hydrogeologic
SS-50
2,800
Conceptual Model
SS-60
62,000
Edwards Road Landfill
SS-70
12,000
Permit #34-05
SS-80
10,000
SS-90
22,000
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc.
www.erm.com ERM

ft
ug/L MONITORING WELL W-1 ^AMSL ug/L MONITORING WELL W-2 AMSL ug/L MONITORING WELL W-3 AMSL
41000,000
3,500,000
3,000,000
2,500,000
2,000,000
1,500,000
1,000,000
500'000
n
OMAN - s
I
I
SAPROLITE / PWR AQUIFER Synthetic cap
SAPROLITE / PWR AQUIFER Synthetic cap
VV
r SAPROLITE / PWR AQUIFER Synthetic cap
814 s,soo,000
installed 3Q2012
816 1,aoo,000
installed 3Q2012
804
813
814
803
3,000,000
�
1,200,000
812
$12
$02
- 811 2,500,000
1,000,000
-
$10
$01
810 2,000,000
-
800,000
so$
soo
809
1,500,000
- -
600,000
806
799
808
1,000,000
804 400,000
798
- 807
806 soo,000
Qnc n
J
- I
802 zoo,000
unn
- -
797
roc
00 00 O`1 Ob 0r° 00 ,111 n6 ,.0 �O 00 O`1. 9b 06 00 00 O`l' OP 00 00 11, �0 ^0 r10 90 0`L OP OHO 00 00 0`l. OC` 06 00 �p - - -
,�0 �O �O �O ^9 ^9 �O �O �O ry0 �O �O �O ry0 �O ry0 ry0 �O ^9 �O �O ^O �O ry0 ,y0 �O �O ry0 �O �O �O �O �O �O �O ^0 ,�O ,�9 �O �O �O �O ry0 �O �O �O �O �O ry0
ft
UWL MONITORING WELL W-3B AMSL Ug/L BACKGROUND MONITORING WELL W-4 & W-6 AMSL �L MONITORING WELL W-7 AMSL
1,200,000
BEDROCK AQUIFER
Synthetic cap
810
800,000
BEDROCK
AQUIFER Synthetic
cap
000
250,000
BEDROCK AQUIFER, Installed 4Q2010
Synthetic cap
841
nstalled 3Q2012
809
installed
3Q2012
installed 3Q2012
840
700,000
886
1,000,000
808
W-4:
1995-2003 W-6 2003-Present
200,000
-
839
soo,000
884
800,000
-
807
838
GW Elevation
500,000
>804.53 (artesian)
806
882
150,000
837
500,000
r
400,000
�
805
880
836
300,000
100,000
400,000
-
s
804
•
835
878
803
200,000
-� - -
834
•
50,000
200,000
802
100,000
876
K
833
0
801
0
874
0
-
832
l
OOb
ti
006 000 0,�0 O^�L
ti ti ti ti
Or�DO^�o O^0 OHO
ti ti ti ti
pi°j6 oi0'1
^ ^
1@ 00'� 00`h 0ll 0
^ ti ti ti ti ti ti ti ti
ti ti
ti ti ti ti
ti
'WL
MONITORING WELL W-8 AMSL
ug/L
MONITORING WELL W-9
AMSLL
MONITORING WELL PW-1
ft
AMSL
350,000
812
350,000
810
3,500,000
866
PWR AQUIFER,
SAPROLITF
AOLJIFFR
BEDROCK AQUIFER
300,000
Installed 4Q2010
810
300,000
Synthetic
cap
808
3,000,000
Synthetic cap
864
Synthetic cap
installed
3Q2012
installed 3Q2012
installed 3Q2012
862
250,000
-
808
250,000
806
2,500,000
860
200,000
AL
806
200,000
804
2,000,000
/
858
150,000
- -
804
150,000
802
1,500,000
•
/
856
100,000
802
100,000
800
1,000,000
854
50,000
�
800
50,000
798
852
500,000
0000p-850
0
798
0
796
0
900 910
41
16^^
ry0,�'3 �O^0
�0,�'1 �O,�O
�0,��.
�0,�'h �O^0 �0,�'�
�0,�9
"R, 1^Og0 1000 le",
I0N`L
le'o I000
I'll,I'll,
1
sell lel:' IpNb lf§P
LEGEND
NC2L GW STD NC213 SW STD
FIGURE
Sulfates
250,000 ug/L 250,000
ug/L
SULFATE TRENDS - GROUNDWATER
❑ Total Dissolved Solids
500,000 ug/L 500,000
ug/L
ERM NC, Inc.
EDWARDS ROAD LANDFILL - PERMIT # 34-05
8
Groundwater Table Elevation (above Mean Sea Level)
ERM
RURAL HALL, NORTH CAROLINA

ug/L
SURFACE WATER SS-01
1,400,000
1,200,000
Synthetic
installed
cap
3Q2012
1,000,000
-
800,000
600,000
400,000
200,000
0
owns A
10,
1000 14P 141 1
10
le 000 ellOOP 000 000
ti ti ti ti ti
O^O O^� O
ti ti ti
O^O O^O OHO
ti ti ti
ug/L
SURFACE WATER SS-30
400,000
Synthetic cap
350,000
installed 3Q2012
300,000
250,000
�
200,000 -
-
V
150,000
100,000
50,000
0
do do �o
do
ryo do ryo �o
,alb
�yo ryo
,yo ryoti
ug/L
250,000
200,000
150,000
100,000
50,000
SURFACE WATER SS-70
ug/L
SURFACE WATER SS-02
1,000,000
Synthetic cap
900,000
installed 3Q2012
800,000
700,000
600,000
500,000
-
400,000
--
300,000
200,000
100,000
-
0
I000 I'll, I'll,000 IOpu6 000 ", ti ti ti 11 000 000 OHO O�ti Orb
1ti ti ti ti ti
O^0 O^0 IP
ti ti ti
ug/L
SURFACE WATER SS-40
800,000
Synthetic cap
700,000
installed 3Q2012
600,000
500,000
400,000
/ 1
300,000
200,000
Y
100,000
0
,yo
,yo ,yo ,yo yo do ,yo ,yo yo ,�o
,yo ryoti
ug/L
300,000
250,000
200,000
150,000
100,000
50,000
SURFACE WATER SS-80
Synthetic cap
installed 3Q2012
0 1 `r 1 0 1
00 ,�O ,�� ^�L ^0 ,�P ^0 ,�O ^'1 ,�0 ,�9 ,yo 09 ,�O ,��
�o do �o yo ryo do ryo �o y ryo do �yo no �yo yo yo yo yo �o yo yo no yo tio�
LEGEND
NC21- GW STD NC213 SW STD
Sulfates 250,000 ug/L 250,000 ug/L
0 Total Dissolved Solids 500,000 ug/L 500,000 ug/L
ug/L SURFACE WATER SS-25
180,000
160,000
140,000
120,000
100,000
80,000
60,000
40,000
20,000
0
oe o ^ry �o a 0 �6 A
,LO ry0 ry0 ry0 ry0 ry0 ry0 ry0 ,P ry0 ry0 ry0�'
ug/L SURFACE WATER SS-60
800,000
700,000
600,000
500,000
400,000
300,000
200,000
100,000
0
OO ^O ,�^ ,ry ^g ,�b ^h
�o do yo tio` '0 yo yo yo yo yo do noti
ug/L SURFACE WATER SS-90
600,000
500,000
400,000
300,000
200,000
100,000
0

TABLE 1
MONITOR WELL CONSTRUCTION DETAILS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 1 of 1
Outer
Ground
TOC
Boring
Casing
Screened
Geologic
Well
Install
Elevation
Elevation
Depth
Depth
Interval
Zone
ID
Date
Latitude
Longitude
(ft MSL)
(ft MSL)
(ft BGL)
(ft BGL)
(ft BGL)
Screened
Comments
Former supply well, pump removed (8/09): 6 inch dia. gals. casing; Construction details per
405
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
(soft bottom
21.5
21.5-405
Bedrock
well yield 25 gpm with no other obvious water -bearing zones below 103 ft (Clayton). Silted in to
819.69
at 326)
326 ft (video).
W-1
10/13/87
36.2500121°
-80.2757441'
822.68
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
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
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
210
Unknown
190-210
Bedrock
2 inch dia. PVC, DWM permit -required sample location, Artesian well
W-4
6/8/93
36.24693455'
-80.28491769° �
NE
NE
188
NA
138-188
Bedrock
2 inch dia. PVC, damaged, abandoned 8127103, former background well, replaced with W-6 in 2003.
W-5
5/17/93
36.24629033° "
-80.27862892° *
NE
NE
24
NA
13-23.5
Bedrock
2 inch dia PVC, Phase 3 permanent MW
W-6
8/22/03
36.2490276'
-80.2819968'
977.93
980.71
200
NA
170-200
Bedrock
2 inch dia. PVC, DWM permit -required sample location, (alternate IDs MW-6), current
background well, replaced W-4 as background well in 2003
W-7
12/15/10
36.2517944°
-80.2798058'
929.51
931.58
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
129
NA
45-65
PWR
2 inch dia. PVC
W-9
12/13/10
36.2469581°
-80.2750675'
909.35
911.38
259
NA
229-259
Bedrock
2 inch dia. PVC, Ken Stewart's pasture,
B-9
5/20/93
36.24819778' "
-80.28420462° "
NE
NE
23
NA
18-22.5
Saprolite
2 inch dia PVC, Phase 3 temporary piezometer, abandoned Dec. 2019
B-10
5/19/93
36.24815194' `
-80.28243419' *
NE
NE
14
NA
9-13.5
Saprolite
2 inch dia PVC, Phase 3 temporary piezometer, not located Oct. 2009 or Dec. 2019
B-11
5/20/93
36.24695712' "
-80.28385595° '
NE
NE
54
NA
48-53
Saprolite
2 inch dia PVC, Phase 3 temporary piezometer, not located Dec. 2019
B-12
5/19/93
36.24765518°
-80.28079913° *
NE
NE
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
I NE
54
NA
48-53
Saprolite
2 inch dia PVC, Phase 3 temporary piezometer, abandoned Dec. 2019
PZ-1
3/15/16
36.25134616'
-80.2740505' '
NE
NE
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
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
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
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
5.0
NA
3.0 - 5.0
Alluvium
1 inch dia PVC temporary piezometer
PZ-6
2/18/20
NE
NE
NE
834.3'
3.5
NA
1.5 - 3.5
Fill/Saprolit
1 inch dia PVC temporary piezometer installed for boil evaluation at ST-1
PZ-7
2/18/20
NE
NE
NE
833.7 *
4.5
NA
1.5-4.5
Fill/Saprolit
1 inch dia PVC temporary piezometer installed for boil evaluation at ST-1
PZ-8
2/18/20
NE
NE
NE
830.7'
5.0
NA
2.0 - 5.0
Fill/Saprolit
1 inch dia PVC temporary piezometer installed for boil evaluation at ST-1
PZ-9
2/18/20
NE
NE
NE
834.6 *
4.5
NA
1.5-4.5
Fill/Saprolit
1 inch dia PVC temporary piezometer installed for boil evaluation at ST-1
PZ-10
2/24/20
NE
NE
NE
839.9'
4.0
NA
1.0 - 4.0
Fill/Saprolit
1 inch dia PVC temporary piezometer installed for boil evaluation at ST-1
NE - Not Established BGL - Below ground level NM - Not Measured
MSL - above mean sea level BTOC - Below top of casing " - Estimated value
RJRTI Tables RJRT Ash LF.xlsAl. Well Construction
PWR = Partially Weathered Rock
Survey data by Lawrence Associates, P.A., January 4, 2010, January 4, 2011 & February 28, 2011

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Monitor Well ID
TOC Elevation
Start Screen Depth
End Screen Depth
Geologic Unit
PW-01
W-01
W-02
W-03
W-03B
W-05
920.66
822.68
827.30
804.43
804.32
21.5
10
7
7
190
13
405
20
17
17
210
23.5
Bedrock
Saprolite
Saprolite/PWR
Saprolite/PWR
Bedrock - Artesian
Bedrock
Date
Depth to Water
ft BTOC
Groundwater
Elev ft MSL
Depth to Water
ft BTOC
Groundwater
Elev ft MSL
Depth to Water
ft BTOC
Groundwater
Elev ft MSL
Depth to Water
ft BTOC
Groundwater
Elev ft MSL
Depth to Water
ft BTOC
Groundwater
Elev ft MSL
Depth to Water
ft BTOC
Groundwater
Elev ft MSL
2006-10-19
11.59
811.09
13.32
813.98
7.54
796.89
Artesian
2007-04-27
10.88
811.80
13.96
813.34
6.98
797.45
Artesian
2007-11-19
13.29
809.39
16.08
811.22
7.78
796.65
Artesian
2008-04-30
12.84
809.84
14.68
812.62
7.04
797.39
Artesian
2009-04-30
--
--
13.23
809.45
15.18
812.12
7.12
797.31
Artesian
--
--
2009-10-12
72.00
848.66
14.53
808.15
17.50
809.80
7.63
796.80
-1.22
805.54
10.08
2010-04-19
67.00
853.66
10.75
811.93
14.16
813.14
6.37
798.06
-1.05
805.37
8.38
2010-10-11
--
--
12.04
810.64
15.85
811.45
6.99
797.44
-0.89
805.21
9.73
2011-01-05
--
--
11.97
810.71
13.53
813.77
6.88
797.55
-0.98
805.30
9.67
2011-02-28
65.30
855.36
11.66
811.02
14.57
812.73
6.65
797.78
-1.37
805.69
9.50
2011-04-20
64.75
855.91
10.92
811.76
14.05
813.25
6.25
798.18
-1.63
805.95
7.85
2011-10-17
--
--
12.55
810.13
15.18
812.12
7.24
797.19
-1.36
805.68
--
2012-02-06
64.96
855.70
11.97
810.71
13.52
813.78
6.52
797.91
Artesian
--
2012-03-16
--
--
11.95
810.73
15.45
811.85
6.64
797.79
Artesian
2012-09-24
66.03
854.63
11.93
810.75
15.36
811.94
4.87
799.56
Artesian
2013-04-17
65.80
854.86
11.98
810.70
14.03
813.27
4.51
799.92
Artesian
2013-09-10
66.75
853.91
13.01
809.67
15.75
811.55
3.45
800.98
Artesian
2014-04-07
56.15
864.51
11.74
810.94
16.76
810.54
3.29
801.14
Artesian
2014-09-03
67.28
853.38
14.37
808.31
16.65
810.65
3.29
801.14
Artesian
2015-04-02
64.75
855.91
13.29
809.39
13.93
813.37
3.78
800.65
Artesian
2015-09-08
--
--
--
--
-
--
--
--
--
--
--
--
2015-09-10
65.49
855.17
15.18
807.50
17.01
810.29
4.20
800.23
Artesian
2016-03-08
62.75
857.91
12.42
810.26
13.32
813.98
2.80
801.63
Artesian
2016-09-06
67.21
853.45
14.92
807.76
16.68
810.62
3.31
801.12
Artesian
2017-03-27
65.34
855.32
15.50
807.18
15.33
811.97
3.89
800.54
Artesian
2017-09-25
65.50
855.16
16.02
806.66
16.89
810.41
3.32
801.11
Artesian
2018-03-05
66.00
854.66
16.10
806.58
11.90
815.40
4.45
799.98
Artesian
2018-09-12
65.44
855.22
15.88
806.80
16.95
810.35
4.24
800.19
Artesian
2019-03-19
61.00
859.66
11.20
811.48
6.23
821.07
1.88
802.55
0.00
804.32
2019-03-20
--
--
--
--
--
--
--
--
--
--
--
--
2019-09-03
65.50
855.16
15.05
807.63
16.23
811.07
3.19
801.24
0.00
804.32
2020-02-13
67.61
853.05
10.31
812.37
5.03
822.27
2.98
801.45
0.21
804.11
2020-02-18
(gauged twice this date
67.00
67.02
853.66
853.64
11.76
11.8
810.92
810.88
6.11
6.12
821.19
821.18
3.24
3.24
801.19
801.19
0.07
0.08
804.25
804.24
2020-02-24
66.70
853.96
12.81
809.87
6.13
821.17
3.38
801.05
0.20
804.12
2020-03-04
66.82
853.84
12.29
810.39
6.29
821.01
3.43
801.00
0.21
804.11
2020-03-31
66.38
854.28
13.28
809.40
13.23
814.07
3.43
801.00
1.05
803.27
Page 1 of 3

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Monitor Well ID
TOC Elevation
Start Screen Depth
End Screen Depth
Geologic Unit
W-06
W-07
W-08
W-09
B-09
B-12
980.71
931.58
861.67
911.38
170
42
45
229
18
3.5
200
341
65
259
22.5
8
Bedrock
Bedrock
PWR
Bedrock
Saprolite
Saprolite
Date
Depth to Water
ft BTOC
Groundwater
Elev ft MSL
Depth to Water
ft BTOC
Groundwater
Elev ft MSL
Depth to Water
ft BTOC
Groundwater
Elev ft MSL
Depth to Water
ft BTOC
Groundwater
Elev ft MSL
Depth to Water
ft BTOC
Groundwater
Elev ft MSL
Depth to Water
ft BTOC
Groundwater
Elev ft MSL
2006-10-19
99.00
881.71
2007-04-27
94.48
886.23
2007-11-19
105.00
875.71
2008-04-30
99.29
881.42
2009-04-30
98.28
882.43
2009-10-12
99.64
881.07
20.40
10.26
2010-04-19
98.29
882.42
18.78
6.18
2010-10-11
98.93
881.78
--
--
--
--
--
--
21.63
9.40
2011-01-05
98.92
881.79
94.73
836.85
52.67
809.00
110.47
800.91
22.05
9.05
2011-02-28
99.01
881.70
94.59
836.99
53.45
808.22
112.03
799.35
22.63
--
2011-04-20
98.42
882.29
94.20
837.38
53.54
808.13
110.03
801.35
21.45
5.46
2011-10-17
99.41
881.30
--
--
--
--
--
--
--
--
2012-02-06
99.22
881.49
94.71
836.87
54.74
806.93
109.84
801.54
2012-03-16
99.05
881.66
--
--
--
--
--
--
2012-09-24
99.63
881.08
96.05
835.53
55.47
806.20
110.26
801.12
2013-04-17
99.04
881.67
95.80
835.78
57.40
804.27
108.62
802.76
2013-09-10
98.86
881.85
94.71
836.87
54.20
807.47
110.23
801.15
2014-04-07
98.23
882.48
95.26
836.32
54.01
807.66
110.86
800.52
2014-09-03
98.93
881.78
94.90
836.68
52.78
808.89
110.68
800.70
2015-04-02
99.45
881.26
94.52
837.06
56.22
805.45
110.50
800.88
2015-09-08
--
--
--
--
58.22
803.45
110.50
800.88
2015-09-10
99.51
881.20
95.23
836.35
--
--
--
--
--
2016-03-08
98.62
882.09
93.95
837.63
59.01
802.66
110.06
801.32
--
2016-09-06
98.90
881.81
94.05
837.53
53.19
808.48
110.11
801.27
2017-03-27
99.10
881.61
94.41
837.17
56.00
805.67
109.90
801.48
--
2017-09-25
99.68
881.03
95.01
836.57
56.96
804.71
109.30
802.08
--
2018-03-05
99.94
880.77
94.60
836.98
60.60
801.07
110.30
801.08
2018-09-12
100.05
880.66
94.83
836.75
61.60
800.07
110.33
801.05
2019-03-19
--
--
--
--
--
--
--
--
--
--
--
--
2019-03-20
98.59
882.12
92.07
839.51
58.35
803.32
110.06
801.32
2019-09-03
99.46
881.25
92.98
838.60
52.28
809.39
109.54
801.84
2020-02-13
93.41
887.30
91.72
839.86
53.37
808.30
--
--
2020-02-18
(gauged twice this date
99.14
99.12
881.57
881.59
92.08
92.09
839.5
839.49
53.34
53.33
808.33
808.34
2020-02-24
99.13
881.58
92.25
839.33
53.45
808.22
2020-03-04
99.14
881.57
92.23
839.35
53.49
808.18
-
2020-03-31
99.00
881.71
91.81
839.77
52.99
808.68
110.00
801.38
Page 2 of 3

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Monitor Well ID
TOC Elevation
Start Screen Depth
End Screen Depth
Geologic Unit
PZ-06
PZ-07
PZ-08
PZ-09
PZ-10
834.3 (est.)
833.7 (est.)
830.7 (est.)
834.6 (est.)
839.9 (est.)
1.5
1.5
2.0
1.5
1.0
3.5
4.5
5.0
4.5
4.0
Fill Soil/Saprolite
Fill Soil/Saprolite
Fill Soil/Saprolite
Fill Soil/Saprolite
Fill Soil/Saprolite
Date
Depth to Water (ft
BTOC)
Groundwater Elev
(ft MSL)
Depth to Water (ft
BTOC)
Groundwater Elev
(ft MSL)
Depth to Water (ft
BTOC)
Groundwater Elev
(ft MSL)
Depth to Water (ft
BTOC)
Groundwater Elev
(ft MSL)
Depth to Water (ft
BTOC)
Groundwater Elev
(ft MSL)
2006-10-19
2007-04-27
2007-11-19
2008-04-30
2009-04-30
2009-10-12
2010-04-19
2010-10-11
2011-01-05
2011-02-28
2011-04-20
2011-10-17
2012-02-06
2012-03-16
2012-09-24
2013-04-17
2013-09-10
2014-04-07
2014-09-03
2015-04-02
2015-09-08
2015-09-10
2016-03-08
2016-09-06
2017-03-27
2017-09-25
2018-03-05
2018-09-12
2019-03-19
2019-03-20
2019-09-03
2020-02-13
Dry
Dry
2020-02-18
(gauged twice this date
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
Dry
D
--
2020-02-24
Dry
--
Dry
--
Dry
Dry
9.25
830.6
2020-03-04
8.87
825.4
9.69
1 824.0
Dry
--
Dry
8.64
831.3
2020-03-31
8.84
825.4
9.39
1 824.3
Dry
--
Dry
8.70
831.2
Notes:
NE = Not Established PWR = Partially Weathered Rock Artesian condition - Value represents water level above permanent TOC.
MSL = above mean sea level BGL - Below ground level Measured via temporary standpipe installed on permanent casing.
BTOC = Below Top of Casing
Page 3 of 3

TABLE 3
GROUNDWATER AND SURFACE WATER ANALYTICAL RESULTS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
1 of 1
N
N
O
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3
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NC 2L Groundwater Standard
3,500
700
2
10
300
15
50
20
250,000
500,000
NC 26 Surface Water Standard
8,000
21,000
0.3
50.1
1,000
1.49
100
5
250,000
500,000
Sample
I
Location/ID
Sample Date
Groundwater Monitoring Wells
PW-01
4/2/2020
250
36
< 0.5
< 5
3,300
< 1
2,700
21
830,000
1,700,000
W-01
3/31/2020
180
29
< 0.5
< 5
450
< 1
4,000
18
970,000
2,200,000
W-02
3/31/2020
970
150
< 0.5
< 5
1,100
< 1
20
< 5
22,000
82,000
W-02 (FD)
3/31/2020
990
150
< 0.5
< 5
1,300
< 1
20
< 5
22,000
76,000
W-03
3/31/2020
< 40
26
< 0.5
< 5
< 50
< 1
170
9.8
190,000
510,000
W-03B
3/31/2020
< 40
59
< 0.5
< 5
< 50
< 1
87
< 5
23,000
240,000
W-06
4/3/2020
180
43
< 0.5
7.2
190
< 1
5.6
< 5
10,000
250,000
W-07
4/2/2020
130
75
< 0.5
6.1
1,200
< 1
72
< 5
5,400
190,000
W-08
4/2/2020
64
150
< 0.5
5.1
97
< 1
< 5
< 5
69,000
170,000
W-09
4/2/2020
42
170
< 0.5
< 5
< 50
< 1
< 5
< 5
12,000
230,000
PZ-02
4/1/2020
69,000
710
20
80
130,000
38
7,200
7.4
33,000
160,000
PZ-04
4/1/2020
95,000
1,600
4.8
130
160,000
34
3,400
<5
37,000
130,000
PZ-05
4/1/2020
11,000
180
8.1
17
51,000
4.7
770
<5
35,000
150,000
Surface Water
SS-01
4/1/2020
490
59
< 0.5
< 5
690
< 1
8.6
< 5
26,000
150,000
SS-02
4/1/2020
450
47
< 0.5
< 5
580
< 1
18
< 5
38,000
150,000
SS-02 (FD)
4/1/2020
400
46
< 0.5
< 5
600
< 1
18
< 5
38,000
160,000
SS-20
4/1/2020
1,800
47
< 0.5
< 5
1,600
< 1
13
< 5
9,300
76,000
SS-25
4/1/2020
1,700
48
< 0.5
< 5
1,500
< 1
9.5
< 5
9,200
70,000
SS-30
4/1/2020
1,300
59
<0.5
<5
1,800
<1
18
<5
31,000
160,000
SS-40
4/1/2020
280
48
< 0.5
< 5
400
< 1
9
< 5
24,000
110,000
SS-50
4/1/2020
660
47
< 0.5
< 5
2,300
< 1
96
< 5
2,800
74,000
SS-60
4/1/2020
650
54
< 0.5
< 5
690
< 1
7.3
< 5
62,000
160,000
SS-70
4/1/2020
630
43
< 0.5
< 5
840
< 1
14
< 5
12,000
77,000
SS-80
4/1/2020
510
50
< 0.5
< 5
680
< 1
5.8
< 5
10,000
76,000
SS-90
4/1/2020
200
47
< 0.5
< 5
300
< 1
8.3
< 5
22,000
110,000
Notes:
All concentrations in micrograms per liter (pg/L) unless otherwise noted.
NE - Not established
No freshwater aquatic life standard established for barium, manganese, sulfate, and dissolved solids. Water Supply criteria presented.
Bold with gray background indicates exceedance of applicable NC Groundwater or Surface Water Standard

TABLE 4
GROUNDWATER AND SURFACE WATER FIELD PARAMETER RESULTS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Temperature
Oxidation -
(degrees
Conductivity
Reduction
Dissolved
Analyte
pH (SU)
Celsius)
(US/CM)
Turbidity (NTUs)
Potential (mV)
Oxygen (mg/L)
NC 2L Groundwater Standard
6.5-8.5
NE
NE
NE
NE
NE
NC 213 Surface Water Standard
6.0-9.0
NE
NE
NE
NE
NE
Sample
I
Location/ID
Sample Date
Groundwater Monitoring Wells
PW-01
4/2/2020
6.4
15.2
2088
4.1
-1.6
0.3
W-01
3/31 /2020
6.4
14.4
2635
6.0
45
0.3
W-02
3/31 /2020
5.5
13.1
101
19.4
84
2.6
W-03
3/31 /2020
6.2
12.8
712
0.4
3819
0.9
W-03B
3/31/2020
7.5
12.8
400
0.2
25
0.4
W-06
4/3/2020
9.4
15.6
397
7.4
-57
0.4
W-07
4/2/2020
7.3
13.8
339
31.1
0.5
0.4
W-08
4/2/2020
5.6
18.3
239
4.9
118
6.8
W-09
4/2/2020
11.4
18.1
758
0.9
-400
0.2
Surface Water
SS-01
4/1/2020
8.5
11.7
225
34.2
49.5
8.6
SS-02
4/1/2020
9.1
12.4
245
13.5
42.7
9.1
SS-20
4/1/2020
6.6
11.8
88
23.4
73.1
9.4
SS-25
4/1/2020
6.9
11.7
89
20.8
71.0
9.8
SS-30
4/1/2020
7.4
11.8
262
24.1
63.3
10.1
SS-40
4/1/2020
8.7
11.9
192
10.9
29.2
10.0
SS-50
4/1/2020
7.6
12.4
74
31.5
22.1
9.8
SS-60
4/1/2020
7.4
11.4
232
13.7
78.9
7.9
SS-70
4/1/2020
7.2
11.9
87
14.4
62.9
9.7
SS-80
4/1/2020
7.2
11.7
87
13.3
83.4
10.9
SS-90
4/1/2020
8.7
11.3
155
10.7
59.2
12.6
Notes:
All concentrations in micrograms per liter (Ng/L) unless otherwise noted.
NE - Not established
No freshwater aquatic life standard established for barium, manganese, sulfate, and dissolved solids. Water Supply criteria presented.
Bold with gray background indicates exceedance of applicable NC Groundwater or Surface Water Standard
1 of 1

APPENDIX A HISTORICAL GROUNDWATER AND SURFACE WATER
QUALITY ANALYTICAL DATA
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. July 2020
2020-04 Edwards Rd LF Rural Hall GW Report.docx

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 1 of 10
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NC 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
109000
250,000
5009000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-01
4/29/1988
8,030
235
8
16
17,400
1,100
31
--
130,000
156,000
2,240
5.9
W-01
7/13/1989
--
100
--
--
--
5
--
--
--
--
--
--
W-01
9/24/1990
5,620
189
8,900
150
59
13,500
185,000
13,000
6.27
19.3
195
W-01
10/24/1991
161
346
150
97
23.9
126,000
303,000
12,000
6.24
20.3
425
W-01
3/26/1992
2,850
736
833
1,830
0.32
21.9
38
123,000
482,000
14,000
6.62
9.3
682
W-01
9/30/1992
--
120
--
310
32
292,000
798,000
5,000
5.87
17.8
1,153
W-01
3/31/1993
364
137
1,130
2,230
13.2
33
486,000
1,169,000
33,000
5.49
16.1
1,587
W-01
9/17/1993
28,600
697
3.8
44
59,700
13
3,490
5.1
195
565,000
1,643,000
6,000
5.93
18
2,310
W-01
3/30/1994
5,320
545
-2
20
18,800
8
505
6
107
633,000
1,680,000
--
5.63
15.2
1,250
W-01
9/30/1994
1,810
<2
22
9,960
5
4,470
13
19
758,000
2,420,000
123,000
6.02
18.1
3,010
W-01
3/31/1995
24,000
1,250
<2
26
53,900
11
1,580
12
115
797,000
2,140,000
--
5.89
15.8
2,820
W-01
9/29/1995
7,650
367
4
< <'
24
18,800
10
4,020
12
--
464,000
2,780,000
4,040
4.49
16.2
3,720
W-01
3/20/1996
149,000
960
50
200
220
--
63
11,400
695
2,320,000
2,670,000
8,750
1 6.48
15
3,060
W-01
9/27/1996
7,110
--
22,600
7
2,300
51
1,320,000
2,970,000
3,810
6.09
19
3,350
W-01
3/29/1997
2,990
<
--
16
2,340
72
1,360,000
2,860,000
6,870
6.01
14
1,890
W-01
9/17/1997
2,940
3
12,900
6
3,680
33
136
1,300,000
3,110,000
5,290
6.3
17
3,540
W-01
3/27/1998
2,400
7,830
2,340
16
1,060,000
3,040,000
3,640
6.49
19.6
627
W-01
9/30/1998
2,350
2
5,180
15
2,710
21
1,030,000
3,210,000
17,500
6.2
20
1,250
6.36
20.8
W-01
9/30/1998
1,250
4,980
i
2,720
30
1,040,000
3,320,000
9,250
1 --
--
--
--
--
W-01
3/31/1999
1,820
4,690
10
2,450
15
1,830,000
3,230,000
8,820
5.6
17
1,610
W-01 (FD)
3/31/1999
1,170
D.002
4,200
^ ^
2,560
18
1,920,000
3,230,000
3,730
W-01
9/29/1999
1,650
<2
4,780
8
2,790
31
2,060
3,440,000
3,730
5.71
19
1,980
W-01
3/16/2000
1,820
3,360
6
2,840
31
1,390,000
3,330,000
3,930
--
--
--
W-01
9/15/2000
979
3,200
8
2,930
22
1,540,000
3,480,000
13,300
5.82
18
1,040
W-01
3/23/2001
226
2
1,860
10
3,180
1,260,000
3,320,000
6,130
6.2
17
1,090
W-01
10/4/2001
728
2
3,140
9
2,890
37
1,420,000
3,380,000
31,000
8
21
3,300
W-01
3/28/2002
1,010
20
3,600
8
3,270
48
1,220,000
3,310,000
3,430
6.04
15
1,090
W-01 (FD)
3/28/2002
002
5,450
3,580
1,050,000
2,920,000
3,430
6.04
15
1,090
W-01
10/3/2002
8,960
2
14,000
8
3,910
51
1,330,000
3,210,000
3,190
6.33
18
1,280
W-01
3/25/2003
1,420
2,770
7
3,540
25
1,130,000
3,310,000
3,210
6.43
19
910
W-01
10/2/2003
402
414
2,330
5
1 3,840
1
1,350,000
3,470,000
3,520
5.94
20
3,210
W-01
4/28/2004
1,440
-
6,890
12
3,920
1,350,000
3,580,000
5,130
--
15.1
3,670
W-01
10/26/2004
7,450
21
20,100
10
4,800
1,310,000
3,630,000
3,100
3,510
W-01
4/27/2005
697
2
3,990
10
4,080
1,820,000
3,601,000
3,450
3,610
W-01
10/20/2005
9,030
283
18,400
15
3,920
104
790,000
3,520,000
52,000
2,370
W-01
10/19/2006
214
926
6
4,160
56
1,790,000
3,310,000
3,740
2,120
W-01
4/27/2007
787
1,250
1
3,550
1,300,000
3,390,000
6,350
4,510
W-01
11/19/2007
186
778
4,080
1,950,000
3,430,000
3,950
3,460
W-01
4/30/2008
291
536
3,870
1,920,000
3,410,000
2,990
3,590
W-01 (FD)
4/30/2008
349
698
3,910
1,860,000
3,380,000
2,850
3,600
W-01
10/29/2008
25.8
0.32
427
4.9
3,990
1,640,000
3,310,000
4,950
3,840
W-01
4/30/2009
30.5
3.44
4.9
599
13.1
1 4,560
1.44
1,890,000
3,370,000
6,060
3,860
W-01
10/12/2009
98 J
2.9 J
22 J
1
2 J
1.1
1 410
4,000
0.5 J
280
1,500,000
3,100,000
--
6.1
14.93
4,620
14
87
3.32
W-01
4/20/2010
3,500
130
12
6,000
4,200
--
1,500,000
3,100,000
56,500
6.1
16.5
11,800
57.9
119
<0.01
W-01
10/11/2010
63 J
1 6.7
27
1
0.9 J
300
1.3 J
5,000
33
1.3 J
12
780
1,400,000
3,100,000
--
6.12
20.43
2,990
110
147
< 0.01
W-01
4/22/2011
470
6.8
43
15
2,900
4,800
30
530
1,300,000
3,000,000
3,400
6.15
13.13
2,780
406
150
0.58
W-01
10/17/2011
1,550
66.2
51.7
2,640
4,400
0
1,150,000
2,620,000
25,700
6.67
20.14
3,740
73
130
0.64

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 10
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3,500
10
700
2
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1,000
300
15
50
1
20
20
1,000
109000
250,000
5009000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-01
3/16/2012
24.4
4,480
6.8
270
1,190,000
3,860,000
21,700
6.24
18.19
3,547
0.8
43.5
0.48
W-01
9/24/2012
279
32.2
494
4,580
450
1,500,000
2,890,000
--
6.54
19.62
3,750
9.6
312
W-01
4/18/2013
501
35.2
692
4,590
357
1,380,000
2,610,000
23,500
6.3
17.49
3,354
8.03
-441.5
0.32
W-01
9/10/2013
117
34
290
4,920
--
1,370,000
2,900,000
27,600
6.19
22.49
3,067
7.29
49.4
0.29
W-01
4/7/2014
156
24.8
360
4,750
1,160,000
2,850,000
32,300
6.22
11.9
3,406
7.87
374.4
1.46
W-01
9/4/2014
__
5.9
297
4,600
61.2
1,450,000
2,950,000
--
6.15
19.97
2,940
6.1
83.7
0.75
W-01 (FD)
4/l/2015
126
21
300
4,540
53.7
1,210,000
2,710,000
--
--
--
--
--
--
W-01
4/3/2015
212
24.5
500
5.3
4,510
50.4
1,260,000
241,000
6.37
17.91
2,676
1 5.09
76.9
0.66
W-01 (FD)
4/3/2015
126
21
300
4,540
53.7
1,210,000
2,710,000
6.37
17.91
2,676
5.09
76.9
0.66
W-01
9/10/2015
330 J
38
1 J
0.88 J
850
4,900
< 20
1,200,000
2,700,000 E
6.37
22.97
3,220
0
225
1.13
W-01
3/8/2016
""
37
0.24
2,000
5,300
28
1,200,000
2,600,000
6.35
20.5
3,176
8.29
63.1
0.38
W-01
9/8/2016
22
0.38
1,400
4,800
< 1
1,100,000
2,500,000
6.8
22.3
2,905
1.8
-1.5
0.8
W-01
3/29/2017
280
39
1,900
5,100
4.1 J
1,200,000
2,600,000 E
6.38
18.7
3,060
9.7
142.5
0.34
W-01
9/27/2017
190 B
32
860
5,200
-
1,200,000
2,700,000
6.44
22.9
3,020
5.6
139
0
W-01
3/6/2018
930
56
1.8 J
7,200
2.4
1 4,700
5.6
1,200,000
2,600,000
6.59
12.7
3,182
28
260
0.38
W-01
9/12/2018
26
920
5,200
1,200,000
2,700,000
6.19
23.8
2,949
2.53
74.5
0.6
W-01
3/19/2019
20
1,300
3,100
11
940,000
2,200,000
6.31
14.9
2,740
1.39
-109.6
0.67
W-01
9/3/2019
180
24
340
3,800
14
970,000
2,200,000
6.11
20.8
2,553
5.63
-1.2
0.26
W-01
3/31/2020
180
29
450
4,000
18
970,000
2,200,000
6.35
14.4
2,635
6.01
45.4
0.3
W-02
1/16/1990
--
210
--
--
0.2
--
--
6.1
--
--
W-02
9/24/1990
850
219
8.3
1,400
9,900
41,000
533,000
1 14,000
6.17
16.7
717
W-02
10/24/1991
169
82
9,300
7.4
16,500
1,150,000
1,937,000
15,000
1 5.97
18.7
2,080
W-02
3/26/1992
2,790
3.4
38,400
16
--
1,860,000
2,611,000
12,000
5.83
13.8
2,880
W-02
9/30/1992
--
--
21,300
1,320,000
2,525,000
6,000
6.06
17.9
2,670
W-02
3/31/1993
417
1 177
1,280
1 7.6
53
1
40
600,000
948,000
2,000
5.64
15.2
167
W-02
9/17/1993
5,650
508
3.8
79
34,700
12
22,300
62
1,570,000
3,350,000
12,000
6.41
20.8
4,030
W-02
3/30/1994
18,700
2,770
3
76
50,900
34
2,400
25
200,000
555,000
--
5.72
16
1,640
W-02
9/30/1994
21,400
942
37
58
362
13
1 3,710
88
415,000
969,000
15,900
6.23
18.3
1,440
W-02
3/31/1995
45,000
1,710
78
58
5,050
28
3,660
172
155,000
460,000
--
6.24
13.7
930
W-02
9/29/1995
109,000
3,950
30
209
1 142
206,000
68
3,750
5
292
379,000
944,000
7,370
5.58
16.4
1,345
W-02
3/30/1996
66,500
1,250
12
105
78
96,600
44
3,610
183
12,600
127,000
4,680
5.61
14
316
W-02
9/27/1996
89,100
1,510
< 2
< 21
8.8
150,000
15
3,060
98
--
373,000
9,220
7.04
21
840
W-02
3/29/1997
64,400
1,100
20
102
72
98,000
47
2,500
150
1,010,000
2,020,000
10,800
6.44
14
1,300
W-02
9/17/1997
56,500
1,620
13
87
88
99,900
35
1 20,200
201
1,410,000
3,600,000
11,300
1 6.6
17
3,780
W-02
3/27/1998
10,900
584
< 21
_0
26,000
6,160
_0
116,000
1,130,000
6,340
6.83
19.9
743
W-02
9/30/1998
15,400
518
39
34
28,800
22
15,000
60
762,000
3,380,000
15,700
6.4
21
753
W-02
3/31/1999
2,380
852
45
35
47,000
21
6,920
73
26,300
262,000
1,410
6.2
18
126
W-02
9/29/1999
9,700
296
36
-0
26,900
9
203
293,000
458,000
15,300
6.19
20
182
W-02
3/16/2000
12,700
434
28
25
19,400
2,160
28
281,000
642,000
7,360
--
--
--
W-02
9/15/2000
5,490
508
1,600
1 7
1,140
93,400
374,000
1,890
6.63
19
170
W-02
3/23/2001
2,600
4,740
6
234
37
26,300
173,000
6,820
6.5
18
270
W-02
3/28/2002
17,900
47
46
45,300
16
3,030
88
23,400
219,000
11,900
6.72
14
140
W-02
10/3/2002
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
W-02
1 3/25/2003
6,070
264
1
8,420
115
25
14,400
118,000
5,290
6.11
18
140
W-02
10/2/2003
4,630
277
< 2
10,900
8
11,100
< 20
1,270,000
3,380,000
7,780
6.11
20
3,020
W-02
4/28/2004
3,600
<2
<21
11,000
6
2,630
36
233,000
634,000
8,130
14.4
1,460

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 3 of 10
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3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
109000
250,000
5009000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-02
10/26/2004
30,200
2,140
9
112
83
65,600
21
5,080
144
--
1,710,000
3,800,000
7,220
3,690
W-02
4/27/2005
2,750
6
9,150
8
8,950
26
1,260,000
2,868,000
13,800
3,170
W-02
10/20/2005
9,380
377
2
20
203
26,200
9
6,800
116
1,510,000
1,700,000
22,000
1,110
W-02
10/19/2006
3,630
8,080
6
1,900
44
749,000
1,210,000
8,990
1,050
W-02
4/27/2007
46,500
451
2
0
55,900
--
--
46
1,570,000
2,800,000
9,010
1,880
W-02
11/19/2007
5,750
12,000
8
3,030
1,330,000
1,310,000
9,710
1,330
W-02
4/30/2008
4,450
1 5
334
72
246,000
330,000
7,260
609
W-02
4/30/2009
5,170
268
13.9
11.3
12,500
11.8
441
37.5
10,400
157,000
7,570
93.7
W-02
10/15/2009
30,000
13
1,600
4.8
110
67
200,000
36
3,400
42
410
--
--
--
6.37
15.88
900
30
-145
1.21
W-02
4/20/2010
430
180
1 < 10
490
2,400
<.
830,000
1,900,000
48,800
8.02
13.81
1,880
411
15
5.88
W-02
10/11/2010
2,300
2.4 J
240
0.68 J
8.7
11 J
6,600
1.7 J
2,300
11
--
210
660,000
1,400,000
--
6.33
17.02
1,340
712
46
3.99
W-02
4/22/2011
170
2.3
150
1.8
2,100
4,000
14
33
760,000
1,700,000
8,600
--
--
--
--
--
--
W-02
10/17/2011
2,180
113
6.1
2,710
1
4,020
5.8
365,000
842,000
18,700
--
--
--
--
--
--
W-02
3/16/2012
2,540
122
6.1
3,270
45.4
30,000
153,000
7,700
6.52
16.14
1,144
8.4
-8.6
5.75
W-02
9/24/2012
2,020
119
3,910
2,870
430
276,000
2,030,000
--
--
--
--
--
--
--
W-02
4/18/2013
192
339
182
425
56,800
149,000
5,000
-
--
--
--
W-02
4/18/2013
--
--
--
--
--
--
--
--
--
6.48
16.73
261
97.2
7.37
W-02
9/10/2013
451
315
1 676
21
44,600
135,000
10,200
--
--
--
--
--
--
W-02
4/7/2014
1,800
291
2,450
18.8
37,000
-_
7,600
5.79
10.79
247
54.9
252
4.81
W-02
9/4/2014
5,930
183
6.3
7,950
163
39,000
182,000
-
5.53
20.05
168
28.2
126.4
3.08
W-02
4/3/2015
114
255
148
43,900
134,000
7.62
16.31
256
8.74
19.8
6.94
W-02
9/10/2015
6,800
220
9.5 J
8,800
93
18,000
190,000 B
5.29
22.4
155
30
272
1.38
W-02
3/8/2016
860
280
1,300
29
41,000
130,000
5.68
21.2
193.1
29.7
136.2
5.59
W-02
9/8/2016
1,900
190
3,200
31
14,000
230,000
6.6
17.15
116
--
101
1.91
W-02
3/29/2017
140
220
200
2.5 J
46,000
100,000 B
7.01
15.2
294.3
5.76
206.2
6.94
W-02
9/27/2017
--
--
--
--
--
--
5.55
21.15
114
22
176
0
W-02
3/6/2018
100
230
150
7.4
1.3 J
47,000
130,000
6.21
10.6
185
7.47
220
3.7
W-02
9/12/2018
380
170
530
6.5
24,000
99,000
5.68
19.7
184
27.6
1 120.7
2.16
W-02
3/19/2019
230
150
320
11
28,000
94,000
5.29
10.9
125.7
9.39
142.3
0.69
W-02
9/3/2019
5,100
170
4,800
29
18,000
160,000
5.13
22.3
122
--
53
--
W-02
3/31/2020
970
150
1,100
20
22,000
82,000
5.52
13.1
100.7
19.4
83.9
2.57
W-02 (FD)
3/31/2020
990
150
1,300
20
--
22,000
76,000
--
--
--
--
--
--
W-03
1/16/1990
--
300
--
--
--
--
7
W-03
9/6/1990
--
8,990
20
810
--
330
--
0.5
5.9
--
--
6.7
W-03
9/21/1990
2,170
134
8.1
2,000
1 80
8,500
174,000
12,000
6.52
16.2
238
W-03
10/23/1991
213
149
240
330
1 116
214,000
1 12,000
6.7
19.7
207
W-03
3/25/1992
119
22,500
136,000
10,000
1 6.12
13.1
307
W-03
9/29/1992
670
120
580
410
0.3
1
20,000
189,000
1,000
5.86
17.1
1 223
W-03
3/31/1993
1,170
180
2,300
1 55
14,900
163,000
2,000
5.53
15.7
207
W-03
9/17/1993
9,460
444
2.8
71
20,700
10
173
106
12,000
207,000
2,000
6.23
18.3
282
W-03
3/30/1994
4,420
259
24
10,700
150
264
107
17,000
180,000
5.74
15.9
180
W-03
9/30/1994
25,400
485
26
67
32,000
17
526
86
21
193,000
26,100
6.28
18
202
W-03
3/31/1995
31,300
466
27
55
36,400
25
430
186
133,000
206,000
' `
6.64
12.7
220
W-03
1 9/29/1995
55,400
813
7
51
122
1 70,100
42
1,020
183
139,000
302,000
1,320
5.42
15.4
245
W-03
3/30/1996
17,100
436
2
20
46
25,900
19
409
100
19,500
217,000
3,410
5.61
13
285
W-03
9/27/1996
11,200
257
<20
16,400
15
235
94
59,800
215,000
1,100
7.81
18
243

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 4 of 10
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3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
109000
250,000
5009000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-03
3/29/1997
16,400
347
3
43
23,000
13
384
51
--
21,100
223,000
7,860
6.57
12
153
W-03
9/17/1997
32,200
478
4
27
67
40,200
24
590
280
88,900
262,000
1,290
6.9
16
366
W-03
3/27/1998
12,200
491
21,300
604
19,100
248,000
1,260
6.06
19.9
542
W-03
9/30/1998
4,150
5,690
151
39
5,050
238,000
1,340
6.8
20
276
W-03
3/31/1999
2,380
3,930
126
73
26,300
262,000
1,410
6.2
18
126
W-03
9/29/1999
2,130
4,230
90
27,300
272,000
1,710
6.77
19
315
W-03
3/16/2000
11,700
356
35
15,700
7
1 334
16
36
17,800
193,000
2,630
--
--
--
W-03
9/15/2000
6,590
323
26
1 9,900
11
309
17
20,900
187,000
1,530
6.69
18
390
W-03
3/23/2001
828
1,020
9
45
23
27,400
175,000
1,560
6.7
17
310
W-03
10/4/2001
3,640
6,020
8
221
13
24,700
186,000
3,200
6.13
17
200
W-03
3/28/2002
1,720
2,820
100
38,500
203,000
1,450
6.71
14
470
W-03
3/28/2002
2,370
2,820
100
17
25,600
177,000
, I
--
--
238
W-03
10/3/2002
8,770
387
2
22
16,400
450
35
58,200
231,000
1,020
8.12
19
210
W-03
3/25/2003
15,300
362
26
23,800
8
622
45
42,600
194,000
< ^
6.19
19
210
W-03
10/2/2003
2,460
646
4,080
212
28,300
199,000
6.67
17
243
W-03
4/28/2004
1,490
2,820
80
13
1,350,000
171,000
-
14.6
225
W-03
10/26/2004
2,370
3,490
129
17
25,600
177,000
--
238
W-03
4/27/2005
874
< 2
1,580
66
16
40
34,400
192,000
740
277
W-03
10/20/2005
3,500
252
107
4,230
72
30
71
44,000
218,000
18,000
317
W-03
10/19/2006
553
277
1,020
37
48
70,400
237,000
690
330
W-03
4/27/2007
262
- 2
708
:10
--
89,400
251,000
1,510
388
W-03
11/19/2007
124
263
156
< 10
65
53,000
293,000
860
403
W-03
11/19/2007
139
254
158
12
65
64,200
278,000
880
402
W-03
4/30/2008
261
148
94
91,000
331,000
760
470
W-03
10/29/2008
274
0.33
10.6
216
3.3
124
0.1
95.5
5.15
96,000
360,000
1,040
571
W-03
4/30/2009
442
368
638
8.5
61.6
154
68.2
199,000
399,000
940
603
W-03 (FD)
4/30/2009
571
268
2.5
332
7.1
30.8
153
< 0.01
32.4
203,000
389,000
1,070
617
W-03
10/12/2009
26 J
2.7 J
160
0.9 J
16 J
0.08 J
150
< n 19
1 740
140,000
430,000
--
5.88
15.2
--
8.6
121
2.82
W-03
4/20/2010
870
280
940
49
100
--
100,000
380,000
9,000
5.96
12.52
644
23.2
264
3.74
W-03
10/11/2010
110
1.3 J
21 J
1.6 J
77
20
790
89,000
310,000
--
5.89
18.03
497
6.7
256
1.39
W-03
4/21/2011
2.1
140
210
6.7
100
850
120,000
330,000
1,000
5.8
13.07
399
299
3.68
W-03
10/18/2011
380
195
262
22.1
102
1,100
360,000
413,000
7,700
6.85
17.47
764
6.3
128
1.76
W-03
3/16/2012
97.5
101
10.2
112
5.8
1
1,700
220,000
1,070,000
7,800
5.51
1 14.27
755
1.4
1 125.8
2.36
W-03
9/24/2012
1 87.4
49.1
51.9
1,000
418,000
719,000
--
5.81
17.76
1,110
1.6
521
"-
W-03
4/18/2013
56.2
75.7
29.6
844
401,000
852,000
10,600
5.74
13.98
1,146
1.11
-443.1
0.54
W-03
9/10/2013
45.8
98.4
20
--
447,000
852,000
9,290
5.88
18.91
959
1.13
221.7
0.44
W-03
4/7/2014
39.8
88.4
20.4
338,000
796,000
10,100
5.85
10.71
1,109
0.71
537.7
2.39
W-03
9/3/2014
34
135
23.4
364,000
895,000
--
5.73
20.62
1,049
2.78
501.6
0.74
W-03
4/2/2015
32.8
155
25
449,000
932,000
6.06
15.68
1 960
2.11
327.6
1.48
W-03
9/9/2015
38
280
11 J
530,000
1,000,000 E
5.92
26.15
1,410
0
485
1.02
W-03
3/8/2016
30
190
170
12
320,000
750,000
4.98
13.1
1,018
0.62
550
1.5
W-03
9/8/2016
29
300
320
2.7
360,000
840,000
6.36
20.8
1,048
0.46
88.2
1
W-03
3/29/2017
15 J
43
310
290
410,000
880,000 B
6.32
15.1
1,218
2.22
180.2
0.79
W-03
9/26/2017
13 BJ
32
190
320
390,000
860,000
6.29
23.28
1,080
2.9
371
0
W-03
3/6/2018
35
130
590
8.8
520,000
1100000
6.7
1 11
149
0.61
481
0.7
W-03 (FD)
3/6/2018
34
140
550
7.6
530,000
1:100:000
--
W-03
9/12/2018
26
170
510
400,000
900,000
6.17
20.2
1,131
0.64
1 195.6
3.2

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 5 of 10
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3,500
10
700
2
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1,000
300
15
50
1
20
20
1,000
109000
250,000
5009000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-03
3/19/2019
--
28
--
230
180
--
7.4
--
--
--
250,000
600,000
6.24
13.5
858
2.04
291
1.77
W-03
9/3/2019
27
110
5.4
200,000
500,000
5.96
20.9
680
0.16
177
1.11
W-03
3/31/2020
26
170
9.8
--
190,000
510,000
6.17
12.8
712
0.37
3,819.1
0.89
W-03B
10/26/2004
2,330
3,170
157
24
174,000
545,000
2,710
--
--
862
--
--
--
W-03B
4/27/2005
203
2
_-
1,830
15
907
41
36
590,000
840,000
10,100
1,180
W-03B
10/20/2005
3,630
29
4,290
5
68
< 10
75
146,000
627,000
30,000
550
W-03B
10/19/2006
135
950
5
811
< 10
42
318,000
1 750,000
5,240
739
W-03B
4/27/2007
238
901
1,280
< 10
475,000
1,050,000
2,570
1,240
W-03B
11/19/2007
1,170
1,270
582,000
101,000
22,600
1,310
W-03B
4/30/2008
505
1,010
570,000
955,000
1,180
1,270
W-03B
10/29/2008
48
4.9
1,950
946
0.07
- iu
10.5
305,000
760,000
830
1,080
W-03B
4/30/2009
42.6
490
1 10.5
999
<2
1 9.7
1.5
8.7
185,000
827,000
5,560
1,150
W-03B
10/12/2009
39 J
3.6 J
43 J
0.9 J
330
< C, -
880
- - - -
-
< " � -
250,000
780,000
--
7.17
14.64
--
14.4
-42
3.4
W-03B
4/20/2010
49
500
970
280,000
770,000
11,200
6.75
17.46
2,320
108
-51
0.23
W-03B
10/11/2010
2.4 J
45
0.95 J
500
980
9.9
6 J
140 J
300,000
830,000
--
6.66
17.49
1,010
41.3
-25
W-03B
4/21/2011
2.5
51
970
1,200
12
85
370,000
890,000
1,100
6.63
15.39
956
-72
0.48
W-03B
10/18/2011
52
606
1,320
0.2
1 460,000
1,090,000
9,700
9.49
15.03
1,750
9.4
-86
< 0.01
W-03B (FD)
10/18/2011
50.9
587
1,280
0.2
408,000
1,050,000
8,000
9.49
15.03
1,750
9.4
-86
< 0.01
W-03B
3/16/2012
48.5
472
1,560
47.6
0.2
559,000
533,000
9,800
6.7
14.5
1,474
2.9
-35
0.79
W-03B
9/24/2012
45.1
537
1,340
27.1
0.02
422,000
1,050,000
--
7.14
16.04
1,650
3.6
-26
< 0.01
W-03B
4/18/2013
40.3
397
743
20
248,000
623,000
16,800
6.64
1 14.86
961
0
-71
0.47
W-03B
9/10/2013
43.2
1 258
448
1
--
120,000
421,000
6,580
7.23
19.33
1,380
9.2
-43
).
W-03B
4/7/2014
46.6
772
540
--
123,000
396,000
49,000
6.86
16.07
987
0
-92
0.38
W-03B
9/3/2014
48.4
321
452
12.5
18,100
403,000
--
6.85
16.21
988
1.4
-87
2.01
W-03B
4/2/2015
47.8
3,070
520
79,400
415,000
7.21
15.95
500
8.5
122.7
0.74
W-03B
9/9/2015
42
170
570
110,000
390,000 B
6.69
27.24
670
0
-7
0.96
W-03B
3/8/2016
50
680
440
2.3
73,000
390,000
7.28
1 13
596.4
6.02
62
0.23
W-03B
9/8/2016
45
340
380
71,000
380,000
7.3
21.35
538
0.44
62
0.7
W-03B (FD)
9/8/2016
46
350
380
1.1
74,000
370,000
--
--
--
--
--
--
W-03B
3/29/2017
8.9 J
44
400
440
110,000
410,000 B
7.28
13.7
687
0.58
156.6
0.52
W-03B (FD)
3/29/2017
8.2 J
46
400
470
110,000
360,000 B
--
--
--
--
--
--
W-03B
9/26/2017
19 BJ
55
820
310
65,000
370,000
7.22
20.23
453
2.7
28
1 0
W-03B
3/6/2018
- ""
45
210
330
100,000
440,000
8
1 10
652
0.1
-28
0.55
W-03B
9/12/2018
47
240
230
61,000
340,000
--
23
504
0.18
-36
0.65
W-03B
3/19/2019
47
650
48
39,000
290,000
7.18
10.7
459.9
3.63
71.3
3.17
W-03B
9/3/2019
42
35
24,000
260,000
7.15
19.1
385
0.39
-11.5
0.59
W-03B
3/31/2020
59
87
23,000
240,000
7.53
12.8
400.3
0.2
24.9
0.44
W-04
4/4/1995
9,720
15,600
7
564
1
58
7,880
231,000
136,000
6.07
19
234
--
--
--
W-04
9/17/1997
4,420
2
10,000
6
406
190
8,860
212,000
3,190
7.5
18
366
W-04
3/27/1998
3,410
6,250
--
44
7,120
226,000
2,690
6.72
19.2
390
W-04
9/30/1998
219
1,610
299
6,420
200,000
7,260
5.9
21
322
W-04
3/31/1999
637
2,150
1 285
5,710
202,000
8,530
6.5
16
279
W-04
9/29/1999
127
1,440
5
271
24
207,000
2,850
6.38
18
315
W-04
3/16/2000
<0.1
1,470
298
191,000
6,050
--
--
--
W-04
9/15/2000
165
'
1,090
252
5,300
241,000
15,500
6.22
17
310

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 6 of 10
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3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
109000
250,000
5009000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-04
3/23/2001
2,750
4
9,910
16
447
28
--
6,530
219,000
5,990
6.4
16
240
W-04
10/4/2001
204
915
7
229
186,000
7,800
6.28
20
300
W-04
3/28/2002
1,460
212
5,160
196,000
1,680
6.18
14
190
W-04
10/3/2002
1,130
237
29
5,080
202,000
4,070
6.11
19
280
W-04
3/25/2003
976
212
6,050
185,000
1,610
6.17
16
260
W-06
10/2/2003
1,920
268
24
3,220
1 154
440
95,000
466,000
34,000
7.25
19
661
W-06
4/28/2004
1,160
30
26
1 917
7
37
149
370,000
1 692,000
139,000
--
14.7
937
W-06
10/26/2004
790
89
32
259
12
87
116,000
630,000
79,200
917
W-06
4/27/2005
389
< 20
5
56
87,500
565,000
13,200
932
W-06
10/20/2005
- " "
40
355.7
60
35,400
553,000
27,000
939
W-06
10/19/2006
529
<<'
77
1
12
66
46,400
471,000
29,300
655
W-06
4/27/2007
2,660
29
2,790
106
168
29,500
442,000
8,840
776
W-06
11/19/2007
627
711
24
38
11,200
1 431,000
8,980
694
W-06
4/30/2008
37
392,000
5,610
615
W-06
10/29/2008
235
35.8
0.41
6.8
268
9.3
67
393,000
4,130
724
W-06 (FD)
10/29/2008
222
293
1
2.7
460
4.9
84.6
0.16
101
98,800
384,000
860
574
W-06
4/30/2009
139
36.6
7
33.1
2.9
1.5
8.1
33.2
10,500
463,000
10,300
807
W-06
10/12/2009
140
2.3 J
28
5.5
4.3 J
44 J
1.7 J
0.2
17,000 J
380,000
--
10.55
18.86
1,020
33.1
-243
0.16
W-06
4/20/2010
1,700
59
400
14
3,200
87
69
16,000
450,000
9,100
10.74
18.92
930
209
-227
0.03
W-06
10/11/2010
320
37
420
19 J
2,800
56
--
120 J
13,000
410,000
--
10.57
17.7
816
35.7
-250
' 1 -
W-06
4/22/2011
260
1.2
33
190
7
1,000
1.3
28
1.1
17
21
16,000
410,000
3,800
11.07
13.85
562
9.6
-189
1.01
W-06
10/17/2011
421
26.9
60.9
89
311
6.8
60.1
0.2
11,000
414,000
6,100
--
--
--
--
--
--
W-06
10/18/2011
421
26.9
60.9
89
311
6.8
60.1
--
11,000
414,000
6,100
12.24
18.13
1,040
8.6
-313
0.37
W-06
3/16/2012
221
44.7
8.5
83
10.1
0.2
11,400
499,000
5,200
11.16
17.26
845
1.9
-234
0.38
W-06
9/26/2012
202
37.3
23.6
162
14.1
0.02
12,200
317,000
--
11.44
16.32
667
1 8.9
-21
W-06
4/19/2013
517
41.1
18.3
277
6.4
21.2
12,200
334,000
4,920
--
--
--
--
--
--
W-06
4/19/2013
--
--
18.3
277
6.4
21.2
--
12,200
334,000
4,900
10.44
15.8
620
8.6
-450.5
0.4
W-06
9/11/2013
312
46.9
21.7
397
7.7
19.4
12,100
335,000
4,390
10.63
17.85
506
6.87
82.6
0.71
W-06
4/9/2014
154
42.2
6.9
141
--
12,400
304,000
4,700
10.85
15.07
634
4.23
-43.1
1.23
W-06
9/5/2014
33.7
11,800
337,000
--
10.81
15.7
637
3.87
-37.4
1.19
W-06
4/2/2015
- ,-
35.4
9.4
72.6
--
11,700
314,000
10.26
16.31
555
2.62
-142.1
2.74
W-06
9/8/2015
570
37
110
900
23
11,000
280,000
10.22
21.3
496
22.7
-59
1.95
W-06
3/9/2016
35
18
230
-
12,000
270,000
10.08
16.4
464.5
7.29
-80.9
0.48
W-06
9/6/2016
62
37
110
9,900
260,000
10.1
16.4
754
2
-106
0.7
W-06
3/28/2017
530
76
36
990
0.5 J
17
10,000
220,000
9.75
15.5
437.1
9.85
-67.2
0.59
W-06
9/27/2017
220 B
41
14
220
0.58 J
6.5
11,000
270,000
9.86
16.8
360
4.48
82
1.26
W-06
3/6/2018
100
39
32
620
9.4
11,000
260,000
9.56
11.86
0.399
11.4
-29
1.5
W-06
9/13/2018
2,100
200
42
2,900
1.6
330
57,000
270,000
9.9
18.2
475
7.38
124
0.67
W-06
3/20/2019
42
5.5
100
10,000
270,000
9.51
15.6
435.2
3.18
80.7
0.68
W-06
9/4/2019
100
38
100
12,000
270,000
9.01
19.7
398
--
-109.5
0.37
W-06
4/3/2020
180
43
7.2
190
5.6
10,000
250,000
9.4
15.6
397
7.36
-56.6
0.42
W-07
1/6/2011
--
110
200
120
9,300
200,000
7.1
15.4
298
5.2
83
2
W-07
4/21/2011
92
80
520
1
160
44
6,600
190,000
7.26
15.24
301
12
0.62
W-07
9/25/2012
318
77.3
628
173
0.02
1 6,200
206,000
8.09
15.07
403
18.2
46
3.
W-07
4/18/2013
403
140
6
1,460
146
20
1 10,200
173,000
29,000
6.89
15.68
271
17.1
-448.1
1.7

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 7 of 10
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3,500
10
700
2
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1,000
300
15
50
1
20
20
1,000
109000
250,000
5009000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-07
9/11/2013
257
112
950
124
--
8,100
3,310
7.43
16.19
271
7.7
4.3
0.87
W-07
4/9/2014
427
--
131
--
1,830
97.1
--
--
--
11,200
181,000
3,500
6.79
15.55
265
21.3
119.1
2.87
W-07
9/5/2014
797
81.1
1,580
189
6,400
220,000
7.5
15.93
289
8.08
10.3
1.35
W-07
4/2/2015
402
136
1,970
69.6
10,800
169,000
7.5
15.87
284
9.37
6.3
2.19
W-07
9/9/2015
380 J
78
28
1,600
150
5,700
170,000 B
6.73
18.73
349
5.9
23
4.64
W-07
3/9/2016
800
140
16
3,800
100
11,000
110,000
6.98
14.1
283.5
40.4
114.9
1.87
W-07
9/6/2016
260
130
1,800
53
9,800
89,000
7.1
16.8
206
20.5
89
3.1
W-07
3/28/2017
500
130
28
3,600
0.93 J
110
8,900
160,000 B
6.92
15.3
280.2
42.9
12.3
1.9
W-07
9/27/2017
2,200 B
100
11
4,400
0.99 J
800
5,400
160,000 B
7.53
16.32
281
9.24
50
0.5
W-07 (FD)
9/27/2017
200 B
71
4.1 J
1,100
0.67 J
93
5,400
230,000
7.53
16.32
281
9.24
50
0.5
W-07
3/5/2018
240
73
7.9
1,600
0.43
220
5,600
210,000
7.25
13.82
341
29.4
16
1.22
W-07
3/6/2018
240
73
7.9
1,600
0.43 J
220
5,600
210,000
--
--
--
--
--
--
W-07
9/12/2018
310
81
9.6
2,800
190
6,300
210,000
7.3
17.7
327
56.3
32.4
0.74
W-07
9/12/2018
310
81
9.6
2,800
190
6,300
210,000
-
--
--
--
--
--
W-07
3/20/2019
96
100
1,400
29
11,000
180,000
6.5
15.7
267
21.3
134.7
2.28
W-07 (FD)
3/20/2019
140
110
1,600
32
11,000
180,000
6.5
15.7
267
21.3
134.7
2.28
W-07
9/4/2019
280
78
1,800
150
6,000
220,000
6.75
15.4
322
26.1
-73.3
0.27
W-07
4/2/2020
130
75
6.1
1,200
72
5,400
190,000
7.34
13.8
339.2
31.1
0.5
0.36
W-08
1/6/2011
--
330
0.12
2,900
65
--
--
73,000
210,000
7.47
14.8
300
49.6
182
7.88
W-08
4/20/2011
390
1.2
180
940
20
8.9
1
240
68,000
240,000
1,100
5.68
15.1
391
133
203
7.06
W-08
9/26/2012
643
166
25.2
7.7
777
63.6
151
250
86,800
242,000
--
6.08
20.48
382
6.2
158
5.86
W-08
4/18/2013
5,940
465
86.4
85.6
9,760
220
122
292
95,000
247,000
5,160
5.83
19.45
330
9.6
-428
5.3
W-08
9/10/2013
1,180
407
41.7
40
1,900
37.1
67.1
--
101,000
244,000
5,600
5.69
21.81
310
9.3
95.3
6.02
W-08
4/9/2014
1,670
147
7.5
--
2,940
86.5
--
98,800
263,000
4,900
5.58
18.13
371
11.91
195.4
5.87
W-08
9/3/2014
318
136
463
23
13.4
114,000
300,000
--
5.37
14.79
329
8.4
154.3
5.91
W-08
4/2/2015
873
206
42.7
1,410
26.9
11.5
62,700
219,000
5.93
21.58
340
39.9
68.4
4.64
W-08
9/9/2015
840
160
84
1,200
180
96,000
240,000 B
5.8
31.23
322
35.6
125
1 3.55
W-08
3/9/2016
2,700
290
310
4,800
1.9
290
6.4
65,000
230,000
6.19
15.6
332
87
84.8
5.24
W-08
9/7/2016
1,900
280
7.9
4,100
60
4
64,000
200,000
6.3
20.1
240
9.6
98
6.5
W-08
3/28/2017
1,700
380
99
3,300
1
58
6.7
66,000
170,000 B
5.73
19.9
1 275.2
21.5
177
5.74
W-08
9/26/2017
2,600 B
290
51
2,500
2.5
120
6.4
53,000
210,000
6.02
16.32
211
33.1
128
7.91
W-08
3/5/2018
560
150
20
1,100
0.56 J
67
4 J
56,000
190,000
5.66
18.95
221
41
203
18.32
W-08
9/12/2018
62
36
12
230
11,000
260,000
6.94
18.5
394
91.3
1 119
5.87
W-08
3/20/2019
450
240
20
730
17
17,000
130,000
5.39
12.7
127.8
20.6
157.8
6.89
W-08
9/4/2019
270
300
370
11
61,000
180,000
5.13
16.3
205.7
9.8
61.6
6.47
W-08
4/2/2020
64
150
5.1
97
69,000
170,000
5.57
18.3
239
4.9
118.1
6.78
W-09
1/5/2011
--
27
440
32
16,000
150,000
8.39
15.9
274
119
22
W-09
1/5/2011
--
27
440
32
16,000
150,000
8.39
15.9
274
119
22
W-09
4/20/2011
83
39
170
23
42
10,000
130,000
8.83
16.78
286
121
-10
0.45
W-09
9/26/2012
116
102
10
108
10.1
8,800
149,000
--
10.98
16.25
350
7.9
12
W-09
4/19/2013
281
115
8.5
157
8
9,270
155,000
2,400
9.62
16.48
286
9.7
-455
0.22
W-09
9/10/2013
114
94
1
68.6
--
9,100
169,000
2,410
10.45
16.52
272
3.97
-73.4
1 0.27
W-09
4/9/2014
- �. �
54.8
11,100
204,000
3,100
9.44
14.36
257
4.7
-421
0.18
W-09
9/4/2014
134
60.2
222
7.3
11,100
212,000
--
9.74
19.92
303
11.2
32.8
3.54
W-09
4/3/2015
< 100
113
5
9,100
279,000
--
11.66
16.84
982
3.57
-184.4
0.7

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 8 of 10
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3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
109000
250,000
5009000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-09
9/8/2015
110 J
--
100
3.7 J
--
41 J
1.4 J
--
--
--
--
9,100
280,000
11.77
19.18
856
7
-177
1.67
W-09
3/8/2016
90
89
83
10,000
290,000
12.22
16.9
888
3.16
-166.7
0.35
W-09
9/6/2016
74
97
39
8,400
260,000
11.8
16.6
754
2
-106
0.7
W-09
3/28/2017
99
100
11
81
1.3 J
9,300
260,000
11.61
17.6
862
2.68
47.9
0.22
W-09
9/26/2017
140 B
100
5.9
96
0.41 J
2 J
11,000
230,000
11.59
16.95
655
1.85
-147.2
0.94
W-09
3/6/2018
61
110
3.8 J
51
11,000
270,000
11.36
11.6
690
3.7
-36
2.03
W-09
9/11/2018
130
11,000
190,000
10.78
17.2
487
0.82
90.7
0.33
W-09
3/20/2019
110
12,000
270,000
11.34
17.9
798
1.51
-230.1
0.31
W-09
9/4/2019
130
13,000
180,000
9.59
17
292.4
0.5
-139.4
0.15
W-09
4/2/2020
42
170
12,000
230,000
11.37
18.1
1 758
0.87
-400
0.19
PW-01
4/29/1988
152
59
8
57
57
314
u.v w
576
37,000
500,000
1,280
6.9
--
--
--
--
--
PW-01
7/13/1989
--
100
--
--
--
< 0.006
-
--
--
--
--
--
--
--
--
--
--
PW-01
9/6/1990
--
90
--
9.9
--
< 5
-
--
--
--
--
6.8
PW-01
10/23/1991
130
0
620
1,230
< 5
3,310
460,000
850,000
8,000
6.41
15.1
1,247
--
--
--
PW-01
8/10/2009
--
35
4,800
1,800
--
680,000
--
--
6.98
1 15.3
2,860
32.1
1 13
PW-01
5/13/2010
46
6,800
1
2,500
1
5,100
1,000,000
2,100,000
6.68
16.47
2,580
215
-54
13.5
PW-01
5/13/2010
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PW-01
5/14/2010
44
6,300
9.4
2,400
21,000
940,000
2,100,000
6.76
16.09
2,570
166
-50
13.2
PW-01
5/14/2010
34
2,900
2,000
560
800,000
1,900,000
6.76
15.03
2,430
217
-20
14.9
PW-01
4/21/2011
280
11
46
4,400
3,000
54
920,000
2,000,000
2,100
6.2
16.58
2,250
24
0.6
PW-01
9/26/2012
1,060
52.2
4,280
2,780
< 10
1
13.5
450
1,190,000
2,980,000
--
6.8
15.91
2,890
8.7
2
-
PW-01
4/18/2013
1,080
55.4
3,830
1
2,700
< 10
10.1
626
1,080,000
1,940,000
14,200
6.2
16.23
2,401
3.03
-453.1
0.6
PW-01
9/10/2013
1,010
52.4
5,680
2,990
0.01
18.8
--
1,150,000
2,240,000
20,500
6.21
17.72
2,191
5.24
44.1
0.4
PW-01
4/7/2014
628
48.9
4,780
3,130
< 10
--
914,000
1,980,000
16,600
6.23
15.34
2,689
3.2
40.7
0.83
PW-01
9/5/2014
1,370
32.3
8.4
6,160
3,080
49.9
1,010,000
2,260,000
--
6.14
16.72
2,552
5.69
-16.2
3.93
PW-01
4/2/2015
195
45
435
595
62.3
1,010,000
187,000
5.98
21.63
241
6.6
332
4.59
PW-01
9/9/2015
410
54
0.8 J
8.3 J
5,000
3,400
990,000
2,100,000 E
6.34
26.1
2,220
0
1
0.49
PW-01
3/8/2016
420
51
8.8
5,000
3,500
940,000
2,100,000
6.39
14.3
2,524
3.12
39.2
0.4
PW-01
9/6/2016
250
42
0.12
5,300
3,300
2.5
840,000
1,900,000
6.7
17.9
2,080
1.6
-2
0.8
PW-01
3/28/2017
61
39
19
4,200
3,300
3.8 J
840,000
1,900,000 E
6.38
15.8
2,342
3.39
42.3
0.31
PW-01
9/26/2017
180 B
48
5.3
4,700
1.3
3,600
-
780,000
1,900,000
6.36
16.82
1,880
1
14.3
0.48
PW-01
3/6/2018
870
48
3.8 J
6,500
0.85 J
3,100
3.6 J
760,000
1,800,000
6.09
13.55
2,420
39.1
98
1.01
PW-01
9/13/2018
160
37
4,500
3,100
r
750,000
1,700,000
6.43
15.5
1,709
9.76
74.4
1 0.26
PW-01 (FD)
9/13/2018
150
37
4,500
3,300
770,000
1,700,000
6.43
15.5
1,709
9.76
74.4
0.26
PW-01
3/19/2019
430
38
5,300
2,700
7.8
670,000
1,500,000
6.41
14.7
1,984
5.73
3.2
0.49
PW-01
9/4/2019
330
35
3,000
3,000
20
750,000
1,700,000
5.8
15.6
1,963
3.82
-56.1
0.17
PW-01 (FD)
9/4/2019
170
35
3,300
3,100
740,000
1,700,000
--
--
--
--
--
--
PW-01
4/2/2020
250
36
3,300
2,700
21
830,000
1,700,000
6.39
15.2
2,088
4.14
-1.6
0.25
PZ-01
1/4/2011
--
81
1,600
78
98,000
180,000
PZ-01
4/20/2011
1,600
63
1.9
2,700
1.6
110
110
30,000
100,000
4,200
PZ-01
9/25/2012
�0
99.7
138
119
1,900
319,000
806,000
-
PZ-01
4/17/2013
182
64.3
200
1
55.6
240
95,500
217,000
4,960
PZ-01
9/10/2013
1
82.7
1
72.1
17.8
--
1 179,000
485,000
6,530
PZ-01
4/6/2014
56.7
148
28.3
98,900
1,430,000
5,000
PZ-01
9/3/2014
52,800
778
280
69,200
27
3,130
162,000
503,000
-

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 9 of 10
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5009000
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NE
NE
NE
NE
Sample Location
Date
PZ-01
4/l/2015
--
60.1
--
87
11.4
--
--
--
--
91,900
290,000
8.13
16.48
509
2.19
17.4
7.51
PZ-01
9/8/2015
--
--
--
--
--
--
--
--
--
-
--
--
PZ-01
3/7/2016
72,000
1,100
220
110,000
58
2,800
110,000
260,000
PZ-01
9/7/2016
--
--
--
--
--
--
--
--
PZ-01
3/27/2017
--
--
--
--
--
--
--
--
PZ-01
9/25/2017
PZ-01
3/5/2018
--
--
--
--
--
--
--
PZ-01
9/11 /2018
PZ-02
1/4/2011
--
120
770
410
180,000
360,000
PZ-02
4/20/2011
4,200
99
6.9
2.7
7,400
3.4
410
0.14
100
82,000
250,000
6,700
PZ-02
9/25/2012
113
106
38.9
2,000
306,000
767,000
-
PZ-02
4/17/2013
222
63.7
247
28.4
180
98,200
197,000
4,630
PZ-02
9/10/2013
-
83.9
83.8
13.8
--
169,000
455,000
6,250
PZ-02
4/6/2014
114
54
180
12
93,800
255,000
4,000
PZ-02
9/4/2014
4,250
122
5.7
7,330
464
159,000
511,000
-
PZ-02
4/l/2015
58.4
159
9.7
82,200
267,000
8.15
15.93
466
3.17
18.7
8.05
PZ-02
9/8/2015
41,000
560
9.5
66
85,000
30
9,600
97,000
340,000
--
--
--
--
--
--
PZ-02
3/7/2016
49,000
810
3.4
69
110,000
34
16,000
38,000
140,000
PZ-02
9/7/2016
1,900
230
1.3
E
19,000
8.5
4,500
59,000
240,000
PZ-02
3/27/2017
11,000
270
7.5
20
33,000
8.1
6,400
63,000
210,000 B
PZ-02
9/25/2017
15,000 B
200
6.2
21
24,000
8.4
2,600
55,000
250,000
7.51
21.29
373
4.84
-18.8
14.52
PZ-02
3/5/2018
3,100
220
9.3
5.3
26,000
6.8
2,700
66,000
240,000
--
--
--
--
--
--
PZ-02
9/11/2018
14,000
280
9.5
31
45,000
16
1,800
57,000
280,000
--
--
--
--
--
--
PZ-02
3/19/2019
55
36
1.7
390
17
25,000
120,000
5.96
8.3
191.5
60.9
157
6.2
PZ-02
9/3/2019
160
62
5.3
770
450
<
46,000
230,000
--
--
PZ-02
4/l/2020
69,000
710
20
80
130,000
38
7,200
7.4
33,000
160,000
PZ-03
1/5/2011
--
140
9.4
14,000
1,700
24,000
140,000
PZ-03
4/21/2011
55
6,700
560
1
49
25,000
100,000
3,000
PZ-03
9/25/2012
--
--
--
--
--
--
--
--
--
--
--
PZ-03
4/17/2013
914
55.7
1,090
1
10.2
1
30,500
87,000
3,230
PZ-03
9/9/2013
< 0.1
68.6
179
7.2
45,200
158,000
13,300
PZ-03
4/6/2014
205
51.2
265
25,200
119,000
2,500
PZ-03
9/4/2014
80
233
62.5
37,300
177,000
--
PZ-03
4/l/2015
143
57.9
335
5.4
30,400
105,000
10.39
10.78
178
4.58
12
9.91
PZ-03
9/8/2015
110 J
82
180
17
56,000
210,000
--
--
PZ-03
3/7/2016
16,000
200
1.9
20
56,000
10
400
18,000
49,000
PZ-03
9/7/2016
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-03
3/27/2017
PZ-03
9/25/2017
--
--
--
--
--
--
--
PZ-03
3/5/2018
--
--
--
--
--
--
--
PZ-03
9/11 /2018
PZ-04
1/5/2011
--
170
12
10,000
89
46,000
190,000
PZ-04
4/21/2011
170
58
450
15
52
24,000
78,000
2,300
PZ-04
9/25/2012
168
81.7
285
40.5
0.0"
58,400
181,000
--

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 10 of 10
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3,500
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2
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1,000
300
15
50
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1,000
109000
250,000
5009000
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6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
PZ-04
4/17/2013
889
53.7
1,050
12.4
30,000
89,000
3,280
--
-
--
-
--
-
PZ-04
9/9/2013
155
61.7
307
15.8
--
31,500
131,000
3,530
-
-
-
-
-
-
PZ-04
4/6/2014
295
-
53.3
399
5.1
-
--
24,200
113,000
2,500
-
-
-
-
-
-
PZ-04
9/4/2014
-
77.5
394
52.4
-
-
41,200
183,000
--
-
-
-
-
-
-
PZ-04
4/1/2015
133
-
54.6
-
249
-
-
27,200
105,000
-
-
9.98
162
4.21
16.6
8.91
PZ-04
9/8/2015
--
--
--
--
--
--
--
-
--
--
PZ-04
3/7/2016
160,000
-
2,500
14
200
-
160,000
51
1 3,000
-
-
45,000
160,000
-
-
-
-
-
-
-
PZ-04
9/7/2016
--
--
--
--
--
-
PZ-04
3/27/2017
-
-
-
-
-
-
-
-
-
-
-
-
PZ-04
9/25/2017
-
-
-
-
-
-
-
-
-
PZ-04
3/5/2018
PZ-04
9/11/2018
2,200
-
240
1.4
29800
33
-
-
-
94,000
280,000
-
-
--
--
--
--
--
PZ-04
3/19/2019
130
79
1
200
12
--
-
--
31,000
120,000
-
7.22
8.3
171.1
15.7
182.5
5.06
PZ-04
4/1/2020
95,000
19600
4.8
130
1609000
34
3,400
-
-
-
37,000
130,000
-
--
--
--
--
-
--
PZ-05
1/5/2011
--
-
92
19300
19300
-
-
130,000
5109000
-
-
-
-
-
-
-
PZ-05
4/21/2011
5,300
81
10
14
13,000
2.9
710
2.2
20
60
85,000
230,000
11,000
-
-
-
-
-
-
PZ-05
9/25/2012
--
-
--
-
--
--
--
--
--
--
--
-
-
-
-
PZ-05
4/17/2013
-
-
-
-
-
-
-
-
-
PZ-05
9/9/2013
-
-
-
-
-
-
-
-
-
-
-
PZ-05
4/6/2014
--
66
128
-
--
115,000
270,000
3,500
--
-
--
-
--
-
PZ-05
9/4/2014
143
129
877
567
12.9
-
-
306,000
7659000
--
PZ-05
4/1/2015
494
--
83.4
769
82.3
-
-
153,000
339,000
-
7.04
10.53
516
1.06
34
7.17
PZ-05
9/8/2015
--
--
--
--
--
--
--
--
-
--
--
PZ-05
3/7/2016
41,000
-
2,500
52
1
1,300,000
27
32,000
-
-
63,000
150,000
-
-
-
-
-
-
-
PZ-05
9/7/2016
740
58
0.27
69800
120
-
-
28,000
110,000
-
-
-
-
-
-
-
PZ-05
3/27/2017
10,000
-
510
5.8
30
300,000
5.8
1,100
-
-
150,000
--
-
-
-
-
-
-
-
PZ-05
9/25/2017
6,000IS
380
0.93
11
2509000
2.7
880
-
-
-
210,000
450,000
-
6.86
18.75
581
1,268
46
2.52
PZ-05
3/5/2018
630
370
1 1.6
3.2 J
--
230,000
1.6
2,000
2.5 J
--
-
--
140,000
340,000
-
6.96
11.01
447
--
149
11.89
PZ-05
9/11/2018
89000
-
410
8
17
L1709000
3.7
59300
-
-
-
140,000
360,000
-
--
--
--
--
--
--
PZ-05
3/19/2019
2,000
55
3.2
3,400
37
--
--
-
--
55,000
160,000
-
5.78
8
210.6
120
173.5
4.39
PZ-05
9/3/2019
270
--
75
7.6
19100
470
-
-
-
-
170,000
400,000
-
--
--
--
--
-
-
PZ-05
4/1/2020
11,000
-
180
8.1
17
51,000
4.7
770
-
-
-
-
35,000
150,000
-
-
-
-
-
-
-
Notes:
All concentrations in micrograms per liter (ug/L) unless otherwise noted
NE - Not established
-- - Not sampled
B - Detected in the method blank
J - Estimated result < LOQ and > DL
Bold with gray background indicates exceedance of NC Groundwater Standard
Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
NSA - Location inaccessible; no sample collected
NSB - Obstruction in well; no sample collected
NSC - Well dry; no sample collected
NSD - Insufficient volume; no sample collected
NSE - Well damaged; no sample collected
NSF - Pump broken; no sample collected
NSG - Surface water location dry; no sample collected

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 1 of 9
Analyte
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21,000
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1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-01
4/29/1988
118
8
86
15
220
64,000
220,000
2,810
6.8
--
SS-01
7/13/1989
--
100
--
--
--
--
--
--
--
--
--
SS-01
9/6/1990
--
64
--
--
--
--
--
--
--
7.9
--
--
SS-01
9/21/1990
140
4.8
200
520
40,000
352,000
12,000
7.18
11.6
490
SS-01
10/23/1991
10920
0.2
150
108,000
248,000
12,000
7.9
17.2
381
SS-01
3/25/1992
4,150
3.4
20
5,000
15.8
64
0.2
"j
250
9,400
185,000
14,000
5.8
11.3
126
SS-01
9/29/1992
40
160
85
0.2
190
84,000
241,000
2,000
5.73
13.8
356
SS-01
3/31/1993
20
400
1 77
0.2
29
1,340
70,400
127,000
2,000
5.89
13
207
SS-01
9/17/1993
240
- 10
20
598
28
0.2
10
450
77,400
251,000
3,000
7.07
20.9
360
SS-01
3/30/1994
220
< 10
20
873
30
0.2
:10
250
30,600
108,000
5,000
5.88
14
380
SS-01
9/30/1994
1,300
< 10
20
1,690
6
84
0.2
430
64,800
255,000
30,000
7.05
19.1
332
SS-01
3/31/1995
3,580
< 10
20
2,440
106
0.2
246
190
48,900
211,000
7.75
13.9
290
SS-01
9/29/1995
200
< 10
20
358
7
38
500
70,000
264,000
3,740
5.16
13.9
458
SS-01
3/30/1996
279
< 10
20
547
14
185
31,300
129,000
1,790
6.68
11
193
SS-01
9/27/1996
125
< 10
20
300
5
21
95
290
56,100
225,000
2,360
7.65
19
336
SS-01
3/29/1997
307
< 10
552
16
13
225
30,000
138,000
3,040
7.63
16
94
SS-01
9/17/1997
476
< 10
835
40
169
625
47,400
224,000
1,670
7.9
19
319
SS-01
3/27/1998
190
< 10
20
685
12
0.2
61
680
38,700
163,000
5,230
7.64
18.6
473
SS-01
9/30/1998
126
< 10
20
540
6
33
0.2
300
28,000
177,000
4,090
7.2
18
322
SS-01
3/31/1999
239
< 10
20
332
E
44
0.2
120
63,200
191,000
2,490
7.1
16
247
SS-01
9/29/1999
1,530
' 10
20
3,330
5
88
0.2
90
23,200
143,000
8,810
7.83
16
308
SS-01
3/16/2000
117
20
1,940
922
0.2
10
199
50,900
202,000
3,780
--
--
--
SS-01
9/15/2000
327
J
20
166
38
0.2
; 10
160
26,100
157,000
5,080
7.32
19
410
SS-01
3/23/2001
,r
20
158
10
" "
:10
-"
26,100
113,000
2,810
6.9
16
150
SS-01
10/4/2001
116
20
29
; 10
300
99,000
343,000
5,300
7.39
19
440
SS-01
3/28/2002
J
201
10
27
320
41,900
177,000
3,180
7.03
11
400
SS-01
10/3/2002
317
"9
767
52
750
73,300
300,000
3,070
--
19
330
SS-01
3/25/2003
673
20
607
24
= 10
115
31,600
119,000
2,080
6.87
18
440
SS-01
10/2/2003
l J
20
705
72
446
29,400
181,000
2,380
6.33
15
249
SS-01
4/28/2004
20
179
80
374
70,400
176,000
2,060
--
11.7
281
SS-01
10/26/2004
145
20
132
36
0.2
; 10
209
58,800
217,000
2,620
--
397
SS-01
4/27/2005
< 10
10
20
105
11
0.2
:10
149
41,400
174,000
2,150
294
SS-01
10/20/2005
347
20
84
453
15
0.2
55
288
47,600
213,000
9,500
232
SS-01
10/19/2006
937
20
1,630
130
0.2
22
226
59,200
168,000
2,970
423
SS-01
4/27/2007
446
'10
20
1,240
18
0.2
188
27,400
128,000
31600
209
SS-01
11/19/2007
< 10
< 10
20
104
11
:10
117
61,500
243,000
3,540
371
SS-01
4/30/2008
170
-
20
242
21
-
238
56,300
171,000
2,690
260
SS-01
10/29/2008
56.4
0.3
1n
3
20.6
6
0.05
50.9
229
76,300
254,000
2,870
392
SS-01
4/30/2009
64.8
77.8
5.4
8.3
9.9
15.9
302
52,300
211,000
4,470
-
--
325
SS-01
8/26/2009
--
--
72
--
160
14
--
--
--
--
45,000
--
--
8.1
22
1,490
10
94
9.05
SS-01
10/12/2009
89 J
2.7 J
63
0.8 J
1.1 J
86
7.3 J
0084
< 2 A
0.12
370
49,000
240,000
--
7.83
13.1
2,380
8.9
160
12.7
SS-01
4/19/2010
190
64
240
12
0.2
< 5
< �.
400
33,000
190,000
4,900
8.12
11.97
557
63.1
199
10.68
SS-01
10/11/2010
52 J
1.1 J
71
1.6 J
160
16 J
).20
5.0
36
640
40,000
240,000
--
7.8
16.54
455
8
107
12.77
SS-01
4/20/2011
62
66
5.0
280
13
0.1
1.0
< ^'
300
30,000
140,000
3,400
7.59
17.98
270
4
211
9.71
SS-01
10/18/2011
153
76.7
'5
190
9.6
0.2
< 5
250
39,200
210,000
5,700
7.54
16.94
289
8.3
236
9.56
SS-01
3/16/2012
170
82.5
238
11
0.2
< 5
-0.2
1 37,400
1 221,000
4,800
7.8
15.73
359
2.46
-27
11.3
SS-01
9/24/2012
147
94.1
146
10.2
0.2
< 5
450
1 47,700
1 257,000
--
7.71
15.68
589
21.3
153
8.65

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 9
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8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-01
4/17/2013
366
73.5
492
12.4
141
29,000
131,000
4,410
8.03
20.89
297
4.9
76.3
6.87
SS-01
9/9/2013
179
87.1
<5
240
18.1
0
<
470
41,700
203,000
7,210
8.36
20.64
347
5.4
-173
9.4
SS-01
4/6/2014
62.2
1
<5
137
60.6
10
--
--
70,000
224,000
4,100
7.93
9.59
381
5.1
142.2
11.65
SS-01
9/3/2014
0.122
0.0826
"010
< 0.0050
0.264
0.0647
0.0100
--
93,400
339,000
--
7.99
21.12
396
8.01
47.4
7.32
SS-01
4/1/2015
0.146
0.0722
)10
< 0.0050
0.291
0.0586
n ninn
__
69,100
216,000
7.75
17.09
552
3.1
39.6
9.74
SS-01
9/9/2015
7,600
0.19
)50
0.011
12,000
0.0062 J
0.66
93,000
280,000 B
--
--
--
--
--
--
SS-01
3/8/2016
240
63
< 5.0
350
20
29,000
93,000
8.88
9.1
439.5
98.1
12.3
SS-01
9/7/2016
71
67
< 5.0
220
6.3
35,000
200,000
--
--
--
--
--
SS-01
9/7/2016
57
72
< 5.0
210
5.2
32,000
210,000
8.6
21.9
298
3.6
49
8.1
SS-01
3/27/2017
160
61
< 5.0
1,400
800
3.6 J
460,000
1,000,000 E
7.58
16.95
1.31
--
68
10.6
SS-01
5/8/2017
590 B
57
< 5.0
660
6.8
23,000
150,000
--
--
--
--
--
--
SS-01
9/25/2017
130 B
84
< 5.0
250
8.6
40,000
240,000
8.03
20.21
322
3.33
61
8.23
SS-01
3/5/2018
55
69
< 5.0
140
9.2
38,000
190,000
8.06
11.11
289
3.2
186
10.28
SS-01
9/11/2018
150
84
< 5.0
470
22
36,000
1,200,000
8.07
21.8
380
6.07
101
5.84
SS-01
3/18/2019
230
51
u
< 5.0
590
7.4
20,000
150,000
7.72
11.7
211.8
9.98
212.9
13.45
SS-01
9/4/2019
250
77
< 5.0
380
11
32,000
200,000
8.11
19.6
292.7
12.4
-28.6
6.39
SS-01
2/17/2020
3,100
64
< 5.0
3,400
1.2
26
23,000
150,000
7.79
10.38
219
34.9
216
9.58
SS-01
2/24/2020
1,200
63
< 5.0
1,600
16
25,000
170,000
8.64
7.74
233
16.2
192
10.95
SS-01
4/1/2020
490
59
< 5.0
690
8.6
26,000
150,000
8.53
11.7
224.9
34.2
49.5
8.58
SS-01+150
2/17/2020
2,700
61
<5.0
3,400
1.2
24
21,000
150,000
7.84
10.42
208
33.1
232
9.76
SS-01+150
2/24/2020
1,500
67
< 5.0
1,700
49
34,000
180,000
8.16
7.77
198
17.8
209
12.08
SS-01+550
2/17/2020
2,400
60
< 5.0
2,700
1.0
32
26,000
160,000
7.71
10.19
207
26.4
234
10.26
SS-01+550
2/24/2020
1,300
65
)U
< 5.0
1,400
33
33,000
170,000
8.32
7.9
256
13.2
205
10.26
SS-01+850
2/17/2020
2,500
59
-5.0
2,700
36
29,000
160,000
7.69
10.01
221
25.2
243
9.42
SS-01+850
2/24/2020
1,100
66
5.0
1,300
27
33,000
180,000
8.18
7.94
249
13.9
207
12.28
SS-02
9/21/1990
130
94
4.6
20
100
--
1,140
47,000
141,000
15,000
7.52
14.6
607
--
--
--
SS-02
10/23/1991
--
170
20
820
1 711
80
1,020
490,000
806,000
10,000
7.82
18
1,280
SS-02
3/26/1992
7,650
2.1
20
8,070
12.9
130
250
13,100
149,000
12,000
6.04
11.5
111
SS-02
9/30/1992
330
< 10
20
--
-
7.3
:10
550
183,000
474,000
3,000
6.07
15.1
778
SS-02
3/31/1993
208
- 10
20
675
327
10
350
70,400
185,000
4,000
5.81
14.1
341
SS-02
9/17/1993
470
<
20
1,270
722
1 2,300
154,000
523,000
4,000
7.48
22.2
754
SS-02
3/30/1994
220
J
< 2,1
32
1,120
117
165
320
40,000
143,000
--
5.99
14.4
692
SS-02
9/30/1994
120
< 10
-
20
28
470
1 356
24
325
135,000
397,000
37,900
7.39
18.6
573
SS-02
3/31/1995
165
< 10
20
526
332
41
750
102,000
342,000
--
7.87
14.5
496
SS-02
9/29/1995
406
1,020
6
598
1,030
155,000
505,000
2,680
5.6
13.5
1,095
SS-02
3/30/1996
426
i
< 2,1
787
250
190
30,600
198,000
2,990
6.53
12
282
SS-02
9/27/1996
61
< 10
<
20
227
10
262
0.2
47
1 750
147,000
409,000
3,190
7.59
20
613
SS-02
3/29/1997
209
< 10
20
644
246
0.2
10
450
72,800
255,000
2,470
7.83
16
224
SS-02
9/17/1997
165
< 10
20
428
6
1 333
0.2
153
2,210
160,000
562,000
2,430
7.8
18
826
SS-02
3/27/1998
220
2,1
20
960
363
0.2
32
550
94,200
324,000
3,960
7.75
17.5
724
SS-02
9/30/1998
100
<2!
20
595
351
0.2
1,550
89,200
444,000
6,850
7.4
19
368
SS-02
3/31/1999
129
J
20
947
587
0.2
1,550
1 204,000
420,000
3,260
7.4
17
340
SS-02
9/29/1999
1,380
10
20
3,030
147
0.2
21
160
1 45,700
173,000
8,100
7.62
17
623

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 3 of 9
Anal to
7
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8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-02
3/16/2000
960
464
1,180
175,000
500,000
3,750
--
--
--
--
SS-02
9/15/2000
283
< 10
< 2E
225
416
10
1,240
170,000
439,000
6,580
7.44
20
640
SS-02
3/23/2001
108
<2!
260
7
135
34
103
71,900
224,000
3,080
6.6
16
170
SS-02
10/4/2001
166
< 2,1
746
8
910
6,320
421,000
1,250,000
27,000
7.21
19
680
SS-02
3/28/2002
121
< 10
< ?f20
502
206
--
; 10
1 320
127,000
405,000
2,970
7.39
11
510
SS-02
10/3/2002
220
< 10
20
494
549
0.2
:10
1,110
266,000
517,000
4,280
5.84
18
130
SS-02
3/25/2003
1,570
< 10
20
1,280
6
264
0.2
24
162
90,300
234,000
1,910
6.03
18
1,260
SS-02 (FD)
3/25/2003
1,750
'10
20
1,320
265
0.2
24
194
94,600
235,000
2,000
6.03
18
1,260
SS-02
10/2/2003
20
1
1,010
546
0.2
610
115,000
395,000
2,500
6.51
14
556
SS-02
4/28/2004
109
J
20
400
417
0.2
:10
608
220,000
394,000
2,260
--
12.7
623
SS-02
10/26/2004
216
-10
20
839
582
0.2
; 10
2,000
276,000
554,000
3,060
--
807
SS-02
4/27/2005
20
356
272
0.2
; 10
648
37,600
460,000
2,480
737
SS-02
10/20/2005
J
20
72
1,120
330
48
546
240,000
571,000
3,400
419
SS-02
10/19/2006
530
„)
20
1 1,060
534
32
299
204,000
422,000
3,490
550
SS-02
4/27/2007
389
<
20
811
488
333
439,000
303,000
4,420
511
SS-02
11/19/2007
.0
136
308
23
258
300,000
647,000
3,540
908
SS-02
4/30/2008
278
254
1
1 46
285
159,000
371,000
2,740
569
SS-02
10/29/2008
56.3
0.24
128
318
14.2
407
342,000
708,000
3,430
1,070
SS-02
4/30/2009
60.8
1
89.4
222
19.2
499
201,000
518,000
3,390
821
SS-02
8/26/2009
--
--
71
110
220
-
--
--
310,000
--
--
7.78
21.55
2,120
6.4
101
6.38
SS-02
10/12/2009
43 J
5.1 J
60
0.8 J
45 J
48
^ 12
320
210,000
510,000
--
7.8
13.29
3,360
8.7
123
12.95
SS-02
4/19/2010
64
'5
260
1 260
< U.,
420
150,000
390,000
6,300
7.61
10.57
632
60.1
181
10.21
SS-02
10/11/2010
1.1 J
69
1.4 J
270
310
8.9
j
6.4 J
1,200
250,000
660,000
--
7.62
15.24
999
--
113
8.29
SS-02
4/20/2011
63
5.0
270
150
4.0
1.0
""
630
120,000
360,000
3,000
7.55
18.62
602
1 4.2
241
9.7
SS-02
10/18/2011
74.9
'5
1
181
266
U.2
< 5
470
202,000
582,000
7,300
7.36
17.63
536
4.6
248
9.7
SS-02
3/16/2012
71.8
171
65.8
<5
1,600
152,000
614,000
6,300
7.55
15.36
781
3.4
14.5
11.52
SS-02
9/25/2012
97.6
236
301
< 5
1,600
400,000
858,000
--
8.46
16.16
1,420
9.7
181
9.08
SS-02
4/17/2013
194
71.4
242
110
1
< 5
214
79,100
207,000
5,030
8.14
1 20.8
382
4.7
79.6
7.97
SS-02
9/10/2013
83
135
102
<5
1,160
167,000
493,000
6,290
8.03
19.79
657
8.2
99.8
7.11
SS-02
4/6/2014
133
56.4
< 5
194
21.2
0
--
--
87,000
277,000
5,000
8.88
13.98
445
7.52
138.1
12.13
SS-02
9/3/2014
< 0.100
--
0.0837
0.0010
< 0.0050
0.0686
< 0.0050
0.0111
0.0100
158,000
526,000
--
8.14
23.42
733
2.45
61.3
5.09
SS-02
4/1/2015
< 0.100
--
0.0590
0.0010
< 0.0050
0.0961
< 0.0050
0.0167
0.0100
--
92,200
297,000
8.13
15.03
508
1.81
9.6
8.13
SS-02
9/8/2015
0.26 J
0.10
0.0011 J
0.45
< 0.010
0.070
160,000
460,000
--
--
--
--
--
--
SS-02
3/8/2016
150
65
5.0
260
" "
36
1.7
61,000
180,000
8.41
8.5
368.4
--
227.1
11.32
SS-02
9/7/2016
150
81
5.0
490
44
86,000
300,000
8.5
21.8
452
4.6
89
8.4
SS-02
3/27/2017
65
74
5.0
210
11
68,000
250,000 B
7.2
16.14
403
1.8
169
9.62
SS-02
9/25/2017
86 B
88
5.0
200
43
88,000
310,000
7.95
19.7
458
1.18
183.9
8.41
SS-02
3/5/2018
37 J
69
5.0
160
27
92,000
300,000
7.99
9.93
457
4.6
179
11.75
SS-02
9/11/2018
83
5.0
250
52
89,000
320,000
7.86
22.1
533
4.8
110
5.12
SS-02
3/18/2019
150
47
5.0
530
23
34,000
170,000
6.89
10.7
249.7
7.68
175.3
12.34
SS-02
9/3/2019
150
80
5.0
240
30
60,000
250,000
7.43
22.6
375.8
8.62
-15.4
6.3
SS-02
2/17/2020
1,900
60
5.0
2,400
34
30,000
160,000
7.64
9.95
216
24.8
265
9.28
SS-02
2/24/2020
1,100
68
1
5.0
1,300
40
42,000
190,000
7.99
8.12
294
21.4
208
11.96
SS-02
4/1/2020
450
47
5.0
580
18
38,000
150,000
9.13
12.4
245.4
13.5
42.7
9.13
SS-02 (FD)
4/1/2020
400
46
5.0
600
18
38,000
160,000
--
--
--
--
--

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 4 of 9
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NC 2B Surface Water Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-10
8/11/2009
--
--
65
--
12,000
400
--
--
--
11,000
--
7.13
20.63
1,890
42.9
-40
3.38
SS-15
8/11/2009
52
900
35
7,500
7.84
20.7
1,840
52.5
114
9.65
SS-20
8/11/2009
58
800
46
--
8,200
--
8.35
23.85
1,112
27.3
58
7.63
SS-20
4/21/2011
190
54
550
17
100
4,800
96,000
1,900
7.66
14.64
87
14.2
128
9.4
SS-20
9/24/2012
378
51.4
1,580
51.1
< 5
3,600
89,000
--
7.3
15.55
146
10.3
159
8.55
SS-20
4/17/2013
788
56
1,050
19.8
< 5
5,590
55,000
2,760
7.53
19.76
283
7.2
158
8.7
SS-20
9/9/2013
456
60.3
1,170
48.4
< 5
1
274
3,610
78,000
2,280
7.37
21.69
97
9.7
24.2
8.37
SS-20
4/6/2014
126
54.2
<5
269
6
--
--
5,200
68,000
1,900
8.05
9.56
212
14.4
134.7
10.32
SS-20
9/3/2014
0.818
0.0737
0.0010
< 0.0050
2,450
<
0.0714
0.0100
--
3,600
97,000
--
7.35
20.59
100
20.9
-12.5
5.33
SS-20
4/1/2015
2,320
0.105
0.0010
< 0.0050
4,840
< 0.vvvv
0.0991
0.0100
--
5,000
66,000
7.72
14.85
103
7.26
7.2
7.59
SS-20
9/9/2015
4,700
0.13
0.0058 J
7,600
0.17
3,900
90,000 B
--
--
--
--
--
--
SS-20
3/8/2016
470
53
5.0
450
8.9
4,300
65,000
7.91
12.1
73.5
--
113.9
8.72
SS-20
9/7/2016
310
59
5.0
1,100
36
1,600
89,000
7.6
19.4
80
3.2
59
8.4
SS-20
3/27/2017
2,400
120
5.0
4,700
1.4
280
3,100
62,000 B
7.49
16.29
179
9.7
97.8
8.97
SS-20
9/25/2017
3,200 B
110
4.6 J
5,500
1.6
140
2,900
69,000
6.87
20.41
84
16.1
-22.3
6.04
SS-20
3/5/2018
120
57
5.0
420
23
4,100
80,000
7.62
10.77
74
7
201
9.63
SS-20
9/11/2018
370
67
5.0
1,600
85
3,300
75,000
7.56
21.3
116.5
24.3
70
5.11
SS-20
3/18/2019
550
54
5.0
680
8.1
-
4,300
84,000
7.48
10.5
70.3
13.2
219.4
8.86
SS-20
9/3/2019
3,700
110
5.0
5,300
2.0
130
--
3,100
94,000
6.03
20.7
101.4
23.9
16.8
6.56
SS-20
2/17/2020
2,200
51
5.0
2,500
1.0
19
8,700
79,000
7.53
9,020
86
23
227
8.96
SS-20
2/24/2020
1,400
49
5.0
1,800
16
-
8,800
86,000
8.56
7.1
97
15.8
190
9.83
SS-20
4/1/2020
1,800
47
5.0
1,600
13
--
9,300
76,000
6.59
11.8
88.1
23.4
73.1
9.41
SS-25
8/11/2009
--
60
590
53
--
--
28,000
--
8.35
22.07
1,830
32.1
75
7.57
SS-25
4/21/2011
150
50
470
8.2
1.0
40
5,000
100,000
1,900
7.59
14.79
89
15.5
128
9.66
SS-25
9/24/2012
508
52.2
1,580
103
< 5
22
39,800
156,000
--
7.19
15.94
257
13.6
145
8.44
SS-25
4/17/2013
820
54.9
1,170
32.6
< 5
5,810
62,000
2,940
7.49
19.64
336
6.8
163
8.9
SS-25
9/9/2013
345
54.3
809
23.8
60.9
3,650
82,000
2,590
7.39
20.34
134
5.9
23.7
8.26
SS-25
4/6/2014
310
51.1
555
13.8
--
--
5,500
75,000
2,000
7.12
9.64
83
11.9
86.6
10.42
SS-25
9/3/2014
2,000
0.0833
..,---
3,880
0.0793
3,400
100,000
--
7.41
21.37
92
32.1
-11.9
5.63
SS-25
4/1/2015
0.292
0.0534
0.0010
< 0.0050
0.649
< 0.0050
0.0106
5,200
74,000
7.14
14.95
89
9.45
16.3
5.93
SS-25
9/9/2015
0.66
0.063
" -
' 0.010
1,500
" -10
0.058
-
3,700
85,000 B
--
--
--
--
--
--
--
SS-25
3/8/2016
1,700
92
5.0
2,500
1.8
90
4,700
83,000
8.29
12.8
72.9
--
63
11.8
SS-25
9/7/2016
1,400
77
5.0
3,200
81
1,700
86,000
8
19.7
64
2.9
43
8.2
SS-25
3/27/2017
390
62
- -
590
9.4
3,100
73,000 B
7.55
16.72
121
7.4
101
8.02
SS-25
9/25/2017
780 B
56
1.6 J
1,200
0.29 J
27
2,500
74,000
7.13
19.99
1 88
11.5
15.3
6.9
SS-25
3/5/2018
210
47
400
15
4,200
78,000
7.77
11.44
78
13.5
191
8.84
SS-25
9/11/2018
270
53
5.0
1,100
32
2,600
88,000
7.19
21.4
122.7
18.3
82.8
5.04
SS-25
3/18/2019
610
51
5.0
700
5.5
4,400
69,000
7.84
10.3
70.3
14.4
226.5
8.44
SS-25
9/3/2019
1,700
70
5.0
2,700
45
3,200
100,000
6.2
21.2
99.8
60.12
8.9
6.02
SS-25
2/17/2020
2,800
55
5.0
3,600
1.5
1 25
8,500
81,000
7.5
9.62
79
33.5
251
8.82
SS-25
2/24/2020
1,300
46
5.0
1,500
< ^
9.8
8,700
93,000
8.42
7.3
86
24.9
199
10.2
SS-25
4/1/2020
1,700
48
5.0
1,500
9.5
9,200
70,000
6.85
11.7
88.7
20.8
71
9.8

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 5 of 9
Anal to
7
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NC 2B Surface Water Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-30
8/11/2009
--
--
72
--
150
25
--
-
--
--
95,000
--
8.53
22.82
5,250
21.7
57
8.1
SS-30
1/5/2011
--
77
330
130
--
--
63,000
370,000
--
8.63
3.9
388
6.9
132
10.43
SS-30
4/20/2011
67
220
8.9
1.0
330
27,000
160,000
2,800
7.35
17.87
283
3.9
238
9.47
SS-30
9/24/2012
163
88
175
19.8
< 5
280
84,700
312,000
--
7.76
15.38
567
14.9
152
8.77
SS-30
4/17/2013
352
76.4
455
13.2
< 5
194
31,000
144,000
18,200
7.82
21.06
268
8.7
62.1
6.24
SS-30
9/9/2013
158
86.2
237
18.6
498
45,600
220,000
4,990
8.06
20.44
318
4.59
17.9
7.13
SS-30
4/6/2014
'0
61.6
<5
159
--
--
33,200
170,000
4,000
7.97
9.47
270
5.52
159.3
16.21
SS-30
9/3/2014
0.145
0.0843
1) 0010
< 0.0050
0.277
< 0.0050
0.0164
11 0100
--
43,600
253,000
--
8.41
21.41
308
11
16.6
6.96
SS-30
4/1/2015
0.173
0.0671
110
< 0.0050
0.291
< 0.0050
0.0112
100
--
43,200
191,000
7.92
16.48
348
6.3
6.2
7.66
SS-30
9/9/2015
..4
0.086
)50
< 0.010
0.11
< 0.010
0.0058 J
120
--
98,000
280,000 B
--
--
--
--
--
--
SS-30
3/8/2016
870
67
< 5.0
1,000
< " "
32
.0
--
31,000
150,000
8.49
9.3
275
--
164.2
12.04
SS-30
9/7/2016
470
70
< 5.0
970
44
< 1.0
--
48,000
270,000
8.5
21.6
357
2.8
48
8.5
SS-30
3/27/2017
160
70
< 5.0
370
10
0
--
41,000
200,000 B
7.76
16.05
343
2.8
114
10.33
SS-30
9/25/2017
200B
91
<5.0
360
11
.0
--
41,000
220,000
7.89
20.88
335
3.76
66.3
7.84
SS-30
3/5/2018
66
64
< 5.0
180
9.8
< 5.0
--
51,000
240,000
7.96
16.99
357
9.7
197
10.97
SS-30
9/11/2018
130
71
< 5.0
480
26
0
--
52,000
260,000
8.1
21.3
442
10.2
106
6.1
SS-30
3/18/2019
360
54
< 5.0
880
19
.0
--
24,000
150,000
7.89
11.5
238.7
13
216.7
10.14
SS-30
9/4/2019
350
86
< 5.0
570
14
< 5.0
--
34,000
220,000
7.99
19.5
301.4
14.4
-28.6
6.39
SS-30
2/17/2020
3,200
64
< 5.0
3,600
1.5
1 62
0
--
27,000
200,000
7.59
10.08
240
9.65
259
9.85
SS-30
2/24/2020
1,800
66
< 5.0
2,500
65
.0
--
32,000
210,000
8.45
7.58
269
24.2
202
10.23
SS-30
4/1/2020
1,300
59
< 5.0
1,800
18
-5.0
--
31,000
160,000
7.36
11.8
261.9
24.1
63.3
10.12
SS-35
9/8/2015
0.10
< 0.010
0.072 J
0.028
J20
--
170,000
470,000
--
--
--
--
--
--
SS-40
8/26/2009
--
91
< 5
80
22
0
--
300,000
--
7.82
21.33
2,050
7.1
89
7.89
SS-40
4/20/2011
57
59
< 5.0
330
59
0.25
2.1
< 1.0
810
110,000
270,000
2,900
7.3
17.54
494
4.6
223
10.23
SS-40
9/25/2012
112
< 5
139
39
0
< 5
2,000
297,000
755,000
--
8
14.75
1,260
9.8
174
9.28
SS-40
4/17/2013
221
60.7
< 5
294
25.7
0
<
179
73,200
195,000
4,980
8.23
19.9
329
4.9
68.9
6.94
SS-40
9/10/2013
89.6
<5
92.5
15.5
0
20.4
1,440
165,000
450,000
6,230
7.92
19.75
610
5.7
87.8
8.43
SS-40
4/6/2014
53.2
<5
185
11.5
0
--
--
81,600
256,000
16,200
9.18
13.95
397
8.31
138.7
11.39
SS-40
9/3/2014
< 0.100
0.0865
0.0010
< 0.0050
0.0581
< 0.0050
0.0095
0.0100
152,000
473,000
--
8.06
23.72
689
2.45
69.4
4.91
SS-40
4/1/2015
< 0.100
-
0.0585
0.0010
< 0.0050
0.154
< 0.0050
0.0108
0.0100
--
84,200
264,000
8.01
18.32
469
4.19
13.5
8.25
SS-40
9/8/2015
0.21 J
0.11
1010
0.37
< 0.010
0.048
160,000
440,000
--
--
--
-
--
--
SS-40
3/8/2016
220
62
5.0
310
" "
12
57,000
180,000
8.41
8.9
332.7
--
238.2
13.44
SS-40
9/7/2016
540
94
5.0
1,300
100
78,000
290,000
8.2
21
427
3.2
121
7.7
SS-40
3/27/2017
91
67
5.0
240
7.9
65,000
230,000 B
7.98
16.88
357
1.8
154
111.1
SS-40
9/25/2017
100 B
85
5.0
210
17
80,000
280,000
8.07
19.85
425
3.24
121
8.57
SS-40
3/5/2018
45
64
5.0
130
5.8
84,000
290,000
8.19
9.79
417
2.6
190
11.82
SS-40
9/11/2018
79
5.0
210
14
78,000
300,000
7.73
22
498
5.03
99.5
4.91
SS-40
3/18/2019
160
47
5.0
480
9.3
32,000
150,000
7.44
10.4
230.8
7.92
175.8
12.25
SS-40
9/3/2019
75
77
5.0
190
10
51,000
230,000
7.04
21.9
336.2
4.27
-1.4
5.58
SS-40
2/17/2020
2,600
60
5.0
3,000
1.0
29
27,000
150,000
7.67
8.96
200
11.13
248
11.18
SS-40
2/24/2020
1,200
66
5.0
1,300
17
37,000
190,000
7.85
7.52
268
10.3
207
13.79
SS-40
4/1/20201
280
48
1
400
1 9.0
24,000
110,000
8.65
1 11.9
192.4
10.9
29.2
9.97

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 6 of 9
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250,000
500,000
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NE
50
NE
NE
Sample Location
Date
SS-50
8/11/2009
--
--
29
--
2,900
180
--
--
--
--
5,600
--
--
7.79
25.4
1,180
32
-21
8.52
SS-50
4/21/2011
120
36
1,100
85
1.0
130
3,700
71,000
2,000
6.91
14.66
85
16.3
92
9.88
SS-50
9/25/2012
410
41.9
1,640
110
140
72,000
--
8.65
17.58
161
9.6
16
8.76
SS-50
4/17/2013
-
SS-50
9/9/2013
SS-50
4/6/2014
--
SS-50
9/3/2014
--
SS-50
4/1/2015
0.886
0.0494
4,620
0.168
-
2,900
63,000
7
13.5
90
18.8
-6.3
13.7
SS-50
9/9/2015
160,000
2,900
0.0016 J
0.25
850,000
0.10
16,000
--
0.64 J
75,000 B
--
--
--
--
--
--
SS-50
3/8/2016
930
46
< 5.0
1,700
46
--
--
--
7.89
12.5
71.9
--
111.8
9.84
SS-50
9/7/2016
410
49
< 5.0
2,900
180
--
99,000
8
22.8
121
3.6
50
6.9
SS-50
3/27/2017
230
46
< 5.0
650
13
--
1,600
130,000
6.46
18.32
9
47.4
195
11.54
SS-50
9/25/2017
960 B
52
2.1 J
2,200
0.56 J
93
--
1,300
23,000
6.86
20.27
84
1 14.7
13.2
7.71
SS-50
3/5/2018
86
40
i0
< 5.0
530
22
--
2,900
68,000
7.38
1 11.41
74
14.8
213
11.87
SS-50
9/11/2018
--
--
-
--
--
--
--
--
--
--
--
--
--
--
--
--
SS-50
3/18/2019
240
40
< 5.0
740
25
--
3,700
72,000
7.45
9.7
73
11.8
145.8
8.69
SS-50
9/3/2019
1,400
54
< 5.0
3,000
93
--
1,400
78,000
5.22
22
104.2
24.8
6.8
6.85
SS-50
4/1/2020
660
47
< 5.0
2,300
96
--
2,800
74,000
7.6
12.4
74.3
31.5
22.1
9.81
SS-60
8/26/2009
--
140
< 5
280
980
--
--
350,000
--
7.06
20.34
4,040
65.9
10
6.69
SS-60
4/21/2011
68
61
< 5.0
240
11
4.1
1.0
120
130,000
270,000
2,700
7.15
15.9
446
14.3
177
8.89
SS-60
9/25/2012
120
75.9
< 5
312
85
< 5
58,100
191,000
--
8.43
12.53
337
11.7
179
8.75
SS-60
4/17/2013
534
63.4
< 5
667
43.8
0.2
< 5
164,000
274,000
4,170
7.8
20.15
380
8.6
70.6
10.79
SS-60
9/10/2013
103
120
< 5
116
75.5
0.2
2,120
275,000
663,000
6,150
7.47
20.97
423
8.4
87.6
8.17
SS-60
4/6/2014
154
64.9
<5
175
5.7
--
< iv
--
119,000
234,000
3,300
7.59
13.63
421
5.94
186.4
12.81
SS-60
9/4/2014
0.127
)10
< 0.0050
0.709
0.537
0.0168
290,000
717,000
--
7.13
20.84
845
7.26
-3.4
4.53
SS-60
4/1/2015
1,320
0.0930
J10
< 0.0050
2,140
<
0.0695
159,000
359,000
7.07
9.72
538
18.8
1.56
6.6
SS-60
9/8/2015
0.19 J
0.057
ri nnrn
< 0.010
0.41
<
0.033
13,000
110,000
--
--
--
--
--
--
SS-60
3/8/2016
510
68
5.0
410
8.6
3.0
120,000
270,000
7.83
9.3
375.2
--
252.1
10.62
SS-60
9/7/2016
780
130
2,400
160
250,000
490,000
7.5
20.1
666
4.7
39
6.5
SS-60
3/27/2017
4,500
160
5.5
7,800
2.7
190
1.5 J
190,000
410,000 B
7.08
14.69
4
297
194
7.03
SS-60
9/25/2017
34 BJ
130
.,..,
260
89
270,000
570,000
7.31
18.92
763
1.16
54
3.31
SS-60
3/5/2018
140
93
5.0
280
19
170,000
370,000
7.13
10.08
522
44.7
156
12.41
SS-60
9/11/2018
120
5.0
810
330
240,000
620,000
7.33
21.5
916
4.97
76.3
2.06
SS-60
3/18/2019
560
41
5.0
750
7.9
13,000
78,000
7.19
11.2
90.7
12.6
213
1 12.51
SS-60
4/1/2020
650
54
5.0
690
7.3
62,000
160,000
7.4
11.4
231.7
13.7
78.9
7.91
SS-65
9/8/2015
0.78
0.080
0.0013 J
1,300
0.096
44,000
150,000
--
--
--
--
--
--
SS-70
8/26/2009
--
120
1,100
250
65,000
--
6.94
20.55
2,520
6.8
91
6.44
SS-70
4/21/2011
160
50
380
5.8
0.12
1.0
53
23,000
92,000
2,300
6.99
16.39
138
8.3
189
1 10.27
SS-70
9/25/2012
120
82.4
303
58.7
<5
1 61,300
203,000
--
8.15
12.58
367
10.1
143
8.34
SS-70
4/17/2013
694
51.3
1
986
13.4
1 0.2
1
1 24,100
89,000
3,330
7.98
19.28
129
7.3
60.9
7.67
SS-70
9/10/20131
135
58.8
1
299
13.6
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1
1
1,390
1 28,600
1 123,000
3,510
1 7.89
20.87
419
1 7.6
85.3
1 8.07

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 7 of 9
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1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
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6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-70
4/6/2014
374
--
47.7
--
479
5.3
--
--
--
--
21,000
86,000
2,300
7.5
13.28
125
8.3
165
9.85
SS-70
9/4/2014
0.0799
0.0010
< 0.0050
0.305
< 0.0050
0.0711
0.0100
35,000
146,000
--
7.7
21.04
217
3.68
22.3
7.26
SS-70
4/1/2015
0.147
0.0551
0.0010
< 0.0050
0.282
< 0.0050
0.0084
100
--
27,300
93,000
7.36
11.13
159
1.56
5.01
8.21
SS-70
9/8/2015
0.095 J
0.071
0.010
0.26
<
0.027
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--
33,000
160,000
--
--
--
--
--
--
SS-70
3/8/2016
640
47
5.0
540
5.7
< 1.0
--
18,000
90,000
8.17
10
112.5
--
244.2
11.35
SS-70
9/7/2016
160
52
5.0
470
18
0
1,600
81,000
7.5
19.9
93
5.3
26
7.6
SS-70
3/27/2017
170
56
270
4.2 J
.0
21,000
93,000 B
7.5
16.52
722
6.2
170
7.92
SS-70
9/25/2017
350 B
62
1.3 J
530
28
< 5.0
11,000
74,000
7.53
19.21
122
7.69
158.8
7.14
SS-70
3/5/2018
78
44
150
7.2
0
20,000
91,000
7.32
10.96
120
1.4
197
7.9
SS-70
9/11/2018
86
60
5.0
480
31
..0
8,000
97,000
7.67
21.4
152
4.94
111
5.3
SS-70
3/18/2019
360
45
5.0
500
5.7
14,000
83,000
7.5
11
96
10.2
209.7
10.53
SS-70
9/3/2019
91
55
5.0
410
27
16,000
110,000
6.72
22
137.7
4.27
2.3
5.14
SS-70
4/1/2020
630
43
5.0
840
14
12,000
77,000
7.21
11.9
86.7
14.4
62.9
9.74
SS-75
9/8/2015
0.078
1.010
0.23
0.026
0.0099 J
41,000
170,000
--
--
--
--
--
--
SS-80
8/26/2009
--
120
'5
250
25
82,000
--
7.13
20.63
5,190
5.8
100
8.34
SS-80
4/21/2011
110
56
5.0
310
0.1
< 1.0
99
27,000
120,000
2,100
6.8
15.52
161
6.8
92
10.61
SS-80
9/25/2012
192
87
'5
263
15.9
0.2
<
< 5
74,600
270,000
--
8.53
11.69
399
4.8
205
9.08
SS-80
4/17/2013
643
52.5
-5
921
7.5
0.2
< 10
< 5
27,600
88,000
3,170
7.43
20.14
139
7.6
70.8
7.14
SS-80
9/10/2013
110
71.5
'5
211
8.3
^ ^
' �^
' `
265
47,600
152,000
3,430
7.67
21.64
417
6.9
87.9
7.92
SS-80
4/6/2014
180
53.7
< 5
328
17,500
84,000
2,400
7.39
13.87
106
8.7
136.2
11.78
SS-80
9/4/2014
0.149
0.0811
110
< 0.0050
0.436
< 0.0050
0.0168
30,100
155,000
--
8.09
21.23
245
11.3
17.5
6.98
SS-80
4/1/2015
0.246
0.0581
J10
< 0.0050
0.382
< 0.0050
0.0071
25,500
89,000
7.88
12.8
162
4.37
4.37
9.57
SS-80
9/8/2015
0.084
u.0050
< 0.010
0.18
< 0.010
0.014 J
41,000
170,000
--
--
--
--
--
--
SS-80
3/8/2016
640
54
5.0
530
6.4
24,000
110,000
8.45
8.8
124.3
--
236.8
11.32
SS-80
9/7/2016
140
63
5.0
430
9.7
13,000
110,000
7.7
21
98
2.7
53
8.2
SS-80
3/27/2017
100
62
5.0
200
2.5 J
21,000
110,000 B
7.97
16.04
156
1.7
165
8.96
SS-80
9/25/2017
98 B
71
5.0
250
6.8
21,000
110,000
7.68
18.95
158
2.97
146.5
8.89
SS-80
3/5/2018
74
51
5.0
190
10
21,000
96,000
7.57
10.92
127
0.9
185
15.18
SS-80
9/11/2018
490
73
5.0
1,200
34
16,000
110,000
8.19
21
191
5.55
109
5.72
SS-80
3/18/2019
400
45
5.0
560
13,000
90,000
7.64
9.9
96.8
9.89
196.2
9.74
SS-80
9/3/2019
240
67
5.0
500
9.9
13,000
130,000
6.65
21.7
142.6
6.32
8.1
5.64
SS-80
4/1/2020
510
50
5.0
680
5.8
10,000
76,000
7.24
11.7
87.3
13.3
83.4
10.86
SS-90
1/4/2011
--
44
1,200
16
26,000
97,000
8.42
3
390
4.2
152
10.55
SS-90
1/4/2011
--
44
1,200
16
26,000
97,000
8.42
3
390
4.2
152
10.55
SS-90
4/20/2011
83
57
330
21
2.1
u
330
56,000
130,000
2,600
6.69
16.92
292
4.6
293
11.68
SS-90
9/25/2012
121
115
212
30.4
980
202,000
511,000
--
8.14
11.93
840
12.1
207
8.96
SS-90
4/17/2013
491
56
709
17.4
34.9
38,900
127,000
3,690
7.94
19.71
203
6.9
66
7.59
SS-90
9/10/2013
148
86.6
'5
265
32.4
642
121,000
1 283,000
4,920
7.86
22.19
429
7.9
91.6
7.26
SS-90
4/6/2014
154
48.5
< 5
274
9.4
--
--
45,300
151,000
3,300
8.87
1 15.09
255
5.62
120.9
15.44
SS-90
9/3/2014
< 0.11
0.0908
0.0010
< 0.0050
0.0775
< 0.0050
0.0160
-
94,500
357,000
--
7.48
1 23.51
518
5.56
65.3
6.43
SS-90
4/1/2015
0.125
0.0580
^ -
' ^ ^^`^
0.189
< 0.0050
0.0090
-
51,400
166,000
8.81
11.35
318
5.95
5.95
9.92
SS-90
9/8/2015
0.29 J
0.10
0.0010 J
0.53
< 0.010
0.080
--
110,000
340,000
--
--
--
I --
--
SS-90
3/8/2016
390
58
470
< 1.0
11
--
33,000
110,000
8.35
8.5
210.3
1 --
239.3
13.08

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 8 of 9
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1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-90
9/7/2016
40
--
73
--
230
17
--
--
--
49,000
200,000
8
20.8
2,886
1.8
48
9
SS-90
3/27/2017
160
62
5.0
340
12
40,000
100,000 B
8.2
16.52
256
1.9
152
11.09
SS-90
9/25/2017
72 B
79
5.0
160
10
48,000
200,000
7.88
19.1
284
1.47
153.2
8.7
SS-90
3/5/2018
51
54
5.0
120
5.8
48,000
170,000
7.78
9.59
262
2.2
192
10.09
SS-90
9/11/2018
54
72
5.0
280
15
46,000
210,000
8.66
21.2
387
4.95
114
6.8
SS-90
3/18/2019
140
45
5.0
340
7.4
20,000
110,000
7.54
9.8
150.9
8.02
170.9
12.29
SS-90
9/3/2019
71
69
5.0
230
8.2
31,000
160,000
6.59
22.2
229.1
12.9
12.9
6.44
SS-90
2/17/2020
1,900
49
5.0
1,900
1
11
17,000
120,000
7.52
8.37
129
12.8
234
11.43
SS-90
2/24/2020
780
52
5.0
850
8.6
22,000
130,000
8.1
7.44
162
5.3
198
16.19
SS-90
4/1/2020
200
47
5.0
300
8.3
22,000
110,000
8.68
11.3
154.5
10.7
59.2
12.61
SS-95
2/17/2020
360
62
5.0
660
330
94,000
270,000
7.34
9.51
378
8.2
165
8.55
SS-95
2/24/2020
140
66
5.0
650
540
5.1
--
--
160,000
390,000
8.08
7.51
599
18.5
200
10.12
MW-001
9/30/1994
2,580
16
20
44
23,200
6,490
35
2,950
787,000
2,230,000
1 258,000
7.39
22.5
3,140
--
--
--
MW-001
3/31/1995
660
1
5,150
2,360
155
8,880
794,000
2,540,000
459,000
7.8
17.5
3,680
MW-001
9/29/1995
156
< 10
5,240
8
4,880
1,030
801,000
2,660,000
4,950
5.41
14.8
4,220
MW-001
3/30/1996
112
< 10
2
20
5,020
5,400
0.2
2,080
--
2,340,000
6,650
7.18
15
3,050
MW-001
9/27/1996
167
< 10
20
--
9
4,530
1 0.2
1 66
1,700
1,010,000
2,700,000
4,040
7.32
23
1,510
MW-001
3/17/1997
164
< 10
20
3,660
5,400
0.2
1
55
608
1,160,000
3,000,000
6,430
7.2
22
3,660
MW-001
3/29/1997
97
' 10
20
6,180
5,460
0.2
10
1,290
1,050,000
2,460,000
4,310
7.5
22
1,770
MW-001
3/27/1998
10
1
20
11,400
5,900
0.2
21
290
942,000
2,780,000
4,430
7.19
23.4
1,419
MW-001
9/30/1998
274
J
20
--
4,940
0.2
--
666,000
2,700,000
15,400
7.6
20
1,200
MW-001
3/31/1999
-
< 10
20
7,550
6
4,450
0.2
600
1,560,000
2,930,000
7,920
7.3
18
1,021
MW-001
9/29/1999
877
< 10
20
6,770
862
0.2
80
3,360
330,000
715,000
13,300
7.08
18
2,930
MW-001
3/16/2000
410
20
72,000
4,540
1,090
948,000
2,610,000
10,600
--
--
--
MW-001
9/15/2000
20
2,020
3,480
; 10
6,270
894,000
2,470,000
5,210
6.57
19
980
MW-001
3/23/2001
144
< 10
< 21
4
20
35,900
12
4,070
= 10
480
926,000
2,630,000
5,850
6.5
17
480
MW-001 (FD)
3/23/2001
< 10
< 2!
20
6,900
7
4,190
350
939,000
2,640,000
7,520
6.5
17
480
MW-001
10/4/2001
204
20
915
7
229
)5
186,000
7,800
6.28
20
300
MW-001
3/28/2002
20
5,100
3,660
--
; 10
280
1,000,000
3,010,000
3,770
6.44
12
1,080
MW-001
10/3/2002
10
2
20
27
1,520
3,340
0.2
:10
1
1,820
1,030,000
2,940,000
4,940
6.67
18
370
MW-001 (FD)
10/3/2002
2
20
24
1,580
3,330
0.2
; 10
1,780
1,040,000
2,860,000
5,120
5.67
18
370
MW-001
3/25/2003
20
6,690
6
3,560
0.2
10
25
406
846,000
2,530,000
3,720
6.62
17
330
MW-001
10/2/2003
10
20
11,300
7
3,880
0.2
42
174
916,000
2,710,000
3,920
5.59
15
3,050
MW-001 (FD)
10/2/2003
l
20
11,400
1 6
3,880
958,000
2,690,000
3,900
5.59
15
3,170
MW-001
4/28/2004
< 2!
20
11,100
6
6,080
; 10
1,460,000
2,550,000
5,360
--
17.3
2,860
MW-001
10/26/2004
< 10
< 2!
20
5,250
4,550
:10
1
287
1,190,000
2,950,000
3,640
--
3,480
MW-001
4/27/2005
2
7,630
7
5,730
; 10
1,100,000
2,550,000
4,710
2,870
MW-001
10/20/2005
1,630
i
4
28
103,000
6
4,880
57
428
403,000
3,010,000
89,000
529
MW-001
10/19/2006
172
e 10
2
20
1 347
27,400
3,600
0.2
27
139
1,320,000
2,850,000
4,370
2,000
MW-001
4/27/2007
20
5,360
2,380
0.2
287
1,380,000
2,750,000
4,010
,830
MW-001
11/19/2007
42
2
20
48,200
3,280
0.2
25
< 50
1,560,000
3,060,000
3,820
,300
MW-001
4/30/2008
''^
20
9,680
2,990
0.2
22
155
1,100,000
2,910,000
3,380
r4,880
MW-001
10/29/2008
68.7
10
4,840
3.5
2,880
0.2
<
188,000
3,060,000
3,510
,200
MW-001
4/30/2009
77.4
1.8
10
3.6
4,080
4.4
3,100
0.2
264
37,700
2,904,000
3,940
,070

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 9 of 9
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8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
MW-003
9/30/1994
1,770
113
3,370
2,200
96
200
159,000
415,000
20,100
6.89
19.6
519
--
MW-003
3/31/1995
--
4,860
5,980
32
100
294,000
625,000
--
7.56
13.6
896
-
MW-003
9/29/1995
1,640
3,420
7
2,940
104
463
314,000
740,000
3,740
4.89
14
1,040
-
MW-003
3/30/1996
11,400
2
1
23,300
9
3,160
126
130
222,000
552,000
3,830
7.18
12
750
-
MW-003
9/27/1996
110
1,010
7
2,360
30
1 160
283,000
737,000
6,730
7.6
20
974
--
MW-003
3/29/1997
238
1,930
3,050
13
20
180
809,000
807,000
4,170
7.76
16
590
-
MW-003
9/17/1997
169
715
5
3,060
6
212
330
562,000
1,290,000
5,290
7.7
19
1,650
-
MW-003
3/27/1998
270
2,500
3,370
13
41
250
--
929,000
6,980
7.2
20
1,214
-
-
MW-003
9/30/1998
353
1,380
--
17
780
367,000
1,280,000
10,100
6.9
19
920
-
-
MW-003
3/31/1999
4,830
5,550
190
482,000
842,000
7,580
7.1
16
592
-
-
-
MW-003
9/29/1999
677
1,940
894
1 100
258,000
413,000
8,140
7.65
19
741
--
-
--
MW-003
9/15/2000
224
2,380
2,800
160
550,000
1,260,000
8,580
7.06
21
680
-
-
-
MW-003
3/23/2001
3,690
10
2,250
30
230
530,000
1,230,000
5,720
6.6
17
640
-
-
-
MW-003
10/4/2001
4,240
6
3,650
80
592,000
1,440,000
30,000
7
1 20
600
-
-
-
MW-003
3/28/2002
5,620
2,180
110
682,000
1,590,000
5,360
6.37
13
680
-
-
-
MW-003
10/3/2002
2
1
6,510
5,290
932,000
1,900,000
8,510
6.22
19
150
-
-
-
MW-003
3/25/2003
3,280
6,170
8
4,290
78
1 88
784,000
1,520,000
1,340
6.36
18
110
-
-
-
MW-003
10/2/2003
634
1 5,950
8
6,750
50
174
765,000
1 1,420,000
3,970
6.12
14
1,460
-
-
-
MW-003
4/28/2004
152
8,370
6,720
224
1,040,000
1,810,000
3,890
1 --
12.1
2,030
-
-
-
MW-003
10/26/2004
554
5
16,300
4,220
36
289
1,070,000
2,140,000
5,160
-
--
2,150
-
-
-
MW-003
4/27/2005
2
4,470
6,110
246
1,075,000
2,090,000
4,050
-
-
2,320
-
-
-
MW-003
10/20/2005
5
27
7,900
5,870
44
279
1,300,000
2,090,000
30,000
-
-
1,060
-
-
-
MW-003
10/19/2006
1,460
6,040
4,550
21
281
1,170,000
1,920,000
4,200
-
-
1,370
-
-
-
MW-003
4/27/2007
8,330
4,190
290
1,130,000
2,130,000
3,830
-
-
2,230
-
-
-
MW-003
11/19/2007
8,200
6,000
64
1,680,000
2,550,000
4,590
-
-
2,710
-
-
-
MW-003
4/30/2008
3,360
1
1 3,800
37
297
2,090,000
2,110,000
3,560
-
-
2,290
-
-
-
MW-003
10/29/2008
59.3
2,880
2.3
4,360
171
988,000
2,360,000
3,480
-
-
2,740
-
--
-
MW-003
4/30/2009
53.2
1
1 4,620
7.2
4,960
14.6
1 337
1 261,000
2,460,000
4,110
-
2,930
-
--
I-
Notes:
All concentrations in micrograms per liter (ug/L) unless otherwise noted
NE - Not established
-- - Not sampled
B - Detected in the method blank
J - Estimated result < LOQ and > DL
Bold with gray background indicates exceedance of NC Surface Water Standard
Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
NSA - Location inaccessible; no sample collected
NSB - Obstruction in well; no sample collected
NSC - Well dry; no sample collected
NSD - Insufficient volume; no sample collected
NSE - Well damaged; no sample collected
NSF - Pump broken; no sample collected
NSG - Surface water location dry; no sample collected

APPENDIX A3
QA/QC ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 1 of 2
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3.5
0.01
0.7
0.002
0.01
1
0.3
0.015
0.05
0.001
0.02
0.02
1
10
250
500
NE
Date
Field Blank
9/30/1998
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
3/31/1999
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.19
< 5
< 5
2.18
9/15/2000
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
3/23/2001
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
0.006
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
< 1
10/4/2001
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
0.006
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.3
< 5
15
< 2
3/28/2002
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
--
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
< 1
10/3/2002
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
6
< 1
3/25/2003
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.198
< 5
< 5
< 1
10/2/2003
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
4/28/2004
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
6
< 1
10/26/2004
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.151
< 5
10
2.18
4/27/2005
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
12
1.79
10/20/2005
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.101
< 5
< 5
< 0.5
10/19/2006
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
4/27/2007
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
11/19/2007
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
4/30/2008
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.336
< 5
< 5
< 0.5
10/29/2008
< 0.1
< 0.01
0.0031
< 0.001
< 0.01
< 0.01
< 0.05
< 0.01
< 0.01
0.00002
< 0.01
0.0022
0.01
< 0.05
< 10
< 5
< 0.5
4/30/2009
< 0.1
1 < 0.01
1 0.0077
1 < 0.001
1 < 0.01
1 < 0.01
1 < 0.05
1 0.0045
1 0.008
1 < 0.0002
1 < 0.01
1 < 0.01
< 0.01
< 0.05
< 10
90
< 0.5
Trip Blank
9/30/1998
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
3/31/1999
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.22
< 5
15
< 1
9/15/2000
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
3/23/2001
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
1.03
10/4/2001
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.4
< 5
12
2
3/28/2002
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
--
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
1.03
10/3/2002
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
3/25/2003
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.197
< 5
7
< 1
10/2/2003
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
7
< 1
4/28/2004
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
16
< 1
10/26/2004
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
8
1.29
4/27/2005
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
1.76
10/20/2005
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
6
< 0.5

APPENDIX A3
QA/QC ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 2
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Groundwater
Standard
3.5
0.01
0.7
0.002
0.01
1
0.3
0.015
0.05
0.001
0.02
0.02
1
10
250
500
NE
Date
10/19/2006
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
4/27/2007
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
11 /19/2007
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
4/30/2008
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
10/29/2008
< 0.1
< 0.01
0.0046
< 0.001
< 0.01
< 0.01
< 0.05
< 0.01
< 0.01
0.00001
< 0.01
< 0.01
< 0.01
< 0.05
< 10
< 5
< 0.5
4/30/2009
< 0.1
< 0.01
0.0086
0.0003
< 0.01
< 0.01
< 0.05
< 0.01
0.0071
< 0.0002
< 0.01
< 0.01
< 0.01
< 0.05
< 10
85
< 0.5
9/8/2016
< 0.1
1 < 0.01
0.0086
0.0003
< 0.01
< 0.01
< 0.05
< 0.01
1 0.0071
< 0.0002
< 0.01
< 0.01
< 0.01
< 0.05
< 10
85
< 0.5
Notes:
All concentrations in milligrams per liter (mg/L) unless otherwise noted
NE - Not established
-- - Not sampled
Bold with gray background indicates exceedance of NC Groundwater Standard
Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).

APPENDIX B LABORATORY DATA SHEETS
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. July 2020
2020-04 Edwards Rd LF Rural Hall GW Report.docx

(��a'neAnalyfical
Report of Analysis
ERM INC, Inc.
300 West Summit Avenue
Suite 330
Charlotte, NC 28203
Attention: Alan Martin
Project Name: RJRT
Project Number: 0502068
Lot Number:VD04003
Date Completed:04/15/2020
Revision Date: 06/25/2020
J .
i
06/25/2020 10:22 AM
Approved and released by:
Project Manager: Kelly M. Nance
.rc o a�Er�,w�uw,w�w
The electronic signature above is the equivalent of a handwritten signature.
This report shall not be reproduced, except in its entirety, without the written approval of Pace Analytical Services, LLC.
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172
Tel: [phone] Fax:[phone] www.pacelabs.com
Page 1 of 92
PACE ANALYTICAL SERVICES, LLC
SC DHEC No: 32010001 NELAC No: E87653 NC DENR No: 329 NC Field Parameters No: 5639
Case Narrative
ERM NC, Inc.
Lot Number: VD04003
This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary
following this Case Narrative. The sample receiving date is documented in the header information
associated with each sample.
All results listed in this report relate only to the samples that are contained within this report.
Sample receipt, sample analysis, and data review have been performed in accordance with the most
current approved NELAC standards, the Pace Analytical Services, LLC ('Pace") Quality Assurance
Management Plan (QAMP), standard operating procedures (SOPS), and Pace policies. Any exceptions to
the NELAC standards, the QAMP, SOPS or policies are qualified on the results page or discussed below.
If you have any questions regarding this report please contact the Pace Project Manager listed on the
cover page.
This report supersedes and replaces any prior reports issued under this lot number. Metals results for
samples -001 through -012 were revised to report the initial prep results. The sample ID and collection
date for sample -024 were revised, as per client instruction.
ICP-MS Metals
The matrix spike/matrix spike duplicate (MS/MSD) associated with samples -024 and -012 had aluminum
recovered outside of the acceptance limits. The laboratory control sample (LCS) were recovered within
the required acceptance limits; therefore, this likely demonstrates a matrix effect.
The MS associated with sample -013 was not spiked due to laboratory error. As a result, all RPDs
exceeded the acceptance limits. The MSD had aluminum recovered outside of the acceptance limits. The
LCS was recovered within the required acceptance limits; therefore, this likely demonstrates a matrix
effect.
Inorganic Non -Metals
The MS/MSD associated with sample -004 had sulfate recovered outside of the acceptance limits. The
LCS was recovered within the required acceptance limits; therefore, this likely demonstrates a matrix
effect.
Pace Analytical Services, LLC (rormerly Shealy Environmetal Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] v—pacelabs.com
Page 2 of 92

PACE ANALYTICAL SERVICES, LLC
Sample Summary
ERM INC, Inc.
Lot Number: VD04003
Sample Number
Sample ID
Matrix
Date Sampled
Date Received
001
PW-01-WG-20200402
Aqueous
04/02/2020 1440
D4/03/2020
002
W-01-WG-20200331
Aqueous
03/31/20201440
04/03/2020
003
W-02-WG-20200331
Aqueous
03/31/2020 1440
04/03/2020
004
W-03-WG-20200331
Aqueous
03/31/20201305
04/03/2020
005
W-03B-WG-20200331
Aqueous
03/31120201210
04/03/2020
006
W-06-WG-20200403
Aqueous
04/03/20201130
04/03/2020
007
W-07-WG-20200402
Aqueous
04/02/20201030
04/03/2020
008
W-08-WG-20200402
Aqueous
04/02/20201325
04/03/2020
009
W-09-WG-20200402
Aqueous
04/02/20201205
04/03/2020
010
PZ-02-WG-20200401
Aqueous
04/01/20201315
04/03/2020
011
SS-01-WS-20200401
Aqueous
04/01/2020 0900
04/03/2020
012
SS-02-WS-20200401
Aqueous
04/01/20200910
04/03/2020
013
SS-20-WS-20200401
Aqueous
04/01/20200920
04/03/2020
014
SS-25-WS-20200401
Aqueous
04/01/2020 0930
04/03/2020
015
SS-30-WS-20200401
Aqueous
04/01120201015
04/03/2020
016
SS-40-WS-20200401
Aqueous
04/01120201015
04/03/2020
017
SS-50-WS-20200401
Aqueous
04/01/2020 0115
04/03/2020
018
SS-60-WS-20200401
Aqueous
04/01120201215
04/03/2020
019
SS-70-WS-20200401
Aqueous
04/01/2020 1245
04/03/2020
020
SS-80-WS-20200401
Aqueous
04/01120201345
04/03/2020
021
SS-90-WS-20200401
Aqueous
04/01/2020 1500
04/03/2020
022
PZ-04-WG-20200401
Aqueous
04/01120201230
04/03/2020
023
PZ-05-WG-20200401
Aqueous
04/01/20201200
04/03/2020
024
FD-01-WG-20200331
Aqueous
03/31/2020
04/03/2020
025
FD-02-WG-20200401
Aqueous
04/01/2020
04/03/2020
(25 samples)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelabs.com
Page 3 of 92
PACE ANALYTICAL SERVICES, LLC
Detection Summary
ERM INC, Inc.
Lot Number: VD04003
Sample Sample ID
Matrix
Parameter
Method
Result
Q Units
Page
001 PW-01-WG-20200402
Aqueous
Sulfate
300.0
830
mg/L
8
001 PW-01-WG-20200402
Aqueous
TDS
SM 2540C-
1700
mg/L
8
001 PW-01-WG-20200402
Aqueous
Aluminum
6020B
250
ug/L
9
001 PW-01-WG-20200402
Aqueous
Barium
6020B
36
ug/L
9
001 PW-01-WG-20200402
Aqueous
Iron
6020B
3300
ug/L
9
001 PW-01-WG-20200402
Aqueous
Manganese
6020B
2700
ug/L
9
001 PW-01-WG-20200402
Aqueous
Selenium
6020B
21
ug/L
9
002 W-01-WG-20200331
Aqueous
Sulfate
300.0
970
mg/L
10
002 W-01-WG-20200331
Aqueous
TDS
SM 2540C-
2200
mg/L
10
002 W-01-WG-20200331
Aqueous
Aluminum
6020B
180
ug/L
11
002 W-01-WG-20200331
Aqueous
Barium
6020B
29
ug/L
11
002 W-01-WG-20200331
Aqueous
Iron
6020E
450
ug/L
11
002 W-01-WG-20200331
Aqueous
Manganese
6020B
4000
ug/L
11
002 W-01-WG-20200331
Aqueous
Selenium
6020E
18
ug/L
11
003 W-02-WG-20200331
Aqueous
Sulfate
300.0
22
mg/L
12
003 W-02-WG-20200331
Aqueous
TDS
SM 2540C-
82
mg/L
12
003 W-02-WG-20200331
Aqueous
Aluminum
6020E
970
ug/L
13
003 W-02-WG-20200331
Aqueous
Barium
6020B
150
ug/L
13
003 W-02-WG-20200331
Aqueous
Iron
6020E
1100
ug/L
13
003 W-02-WG-20200331
Aqueous
Manganese
6020E
20
ug/L
13
004 W-03-WG-20200331
Aqueous
Sulfate
300.0
190
mg/L
14
004 W-03-WG-20200331
Aqueous
TDS
SM 2540C-
510
mg/L
14
004 W-03-WG-20200331
Aqueous
Barium
6020E
26
ug/L
15
004 W-03-WG-20200331
Aqueous
Manganese
6020B
170
ug/L
15
004 W-03-WG-20200331
Aqueous
Selenium
6020E
9.8
ug/L
15
005 W-03B-WG-20200331
Aqueous
Sulfate
300.0
23
mg/L
16
005 W-03B-WG-20200331
Aqueous
TDS
SM 2540C-
240
mg/L
16
005 W-03B-WG-20200331
Aqueous
Barium
6020E
59
ug/L
17
005 W-03B-WG-20200331
Aqueous
Manganese
6020B
87
ug/L
17
006 W-06-WG-20200403
Aqueous
Sulfate
300.0
10
mg/L
18
006 W-06-WG-20200403
Aqueous
TDS
SM 2540C-
250
mg/L
18
006 W-06-WG-20200403
Aqueous
Aluminum
6020E
180
ug/L
19
006 W-06-WG-20200403
Aqueous
Barium
6020B
43
ug/L
19
006 W-06-WG-20200403
Aqueous
Chromium
6020B
7.2
ug/L
19
006 W-06-WG-20200403
Aqueous
Iron
6020B
190
ug/L
19
006 W-06-WG-20200403
Aqueous
Manganese
6020B
5.6
ug/L
19
007 W-07-WG-20200402
Aqueous
Sulfate
300.0
5.4
mg/L
20
007 W-07-WG-20200402
Aqueous
TDS
SM 2540C-
190
mg/L
20
007 W-07-WG-20200402
Aqueous
Aluminum
6020B
130
ug/L
21
007 W-07-WG-20200402
Aqueous
Barium
6020B
75
ug/L
21
007 W-07-WG-20200402
Aqueous
Chromium
6020B
6.1
ug/L
21
007 W-07-WG-20200402
Aqueous
Iron
6020B
1200
ug/L
21
007 W-07-WG-20200402
Aqueous
Manganese
6020B
72
ug/L
21
008 W-08-WG-20200402
Aqueous
Sulfate
300.0
69
mg/L
22
008 W-08-WG-20200402
Aqueous
TDS
SM 2540C-
170
mg/L
22
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelab—nn
Page 4 of 92

Detection Summary (Continued)
Lot Number: VD04003
Detection Summary (Continued)
Lot Number: VD04003
Sample Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
Sample Sample ID
Matrix
Parameter
Method
Result
Q Units
Page
008 W-08-WG-20200402
Aqueous
Aluminum
6020B
64
ug/L
23
016
SS-40-WS-20200401
Aqueous
Sulfate
300.0
24
mg/L
38
008 W-08-WG-20200402
Aqueous
Barium
6020B
150
ug/L
23
016
SS40-WS-20200401
Aqueous
TDS
SM 2540C-
110
mg/L
38
008 W-08-WG-20200402
Aqueous
Chromium
6020B
5.1
ug/L
23
016
SS-40-WS-20200401
Aqueous
Aluminum
6020B
280
ug/L
39
008 W-08-WG-20200402
Aqueous
Iron
6020E
97
ug/L
23
016
SS-40-WS-20200401
Aqueous
Barium
6020B
48
ug/L
39
009 W-09-WG-20200402
Aqueous
Sulfate
300.0
12
mg/L
24
016
SS40-WS-20200401
Aqueous
Iron
6020B
400
ug/L
39
009 W-09-WG-20200402
Aqueous
TDS
SM 2540C-
230
mg/L
24
016
SS-40-WS-20200401
Aqueous
Manganese
6020B
9.0
ug/L
39
009 W-09-WG-20200402
Aqueous
Aluminum
6020B
42
ug/L
25
017
SS-50-WS-20200401
Aqueous
Sulfate
300.0
2.8
mg/L
40
009 W-09-WG-20200402
Aqueous
Barium
6020B
170
ug/L
25
017
SS-50-WS-20200401
Aqueous
TDS
SM 2540C-
74
mg/L
40
010 PZ-02-WG-20200401
Aqueous
Sulfate
300.0
33
mg/L
26
017
SS-50-WS-20200401
Aqueous
Aluminum
6020B
660
ug/L
41
010 PZ-02-WG-20200401
Aqueous
TDS
SM 2540C-
160
mg/L
26
017
SS-50-WS-20200401
Aqueous
Barium
6020B
47
ug/L
41
010 PZ-02-WG-20200401
Aqueous
Aluminum
6020B
69000
ug/L
27
017
SS-50-WS-20200401
Aqueous
Iron
6020E
2300
ug/L
41
010 PZ-02-WG-20200401
Aqueous
Barium
6020E
710
ug/L
27
017
SS-50-WS-20200401
Aqueous
Manganese
6020E
96
ug/L
41
010 PZ-02-WG-20200401
Aqueous
Cadmium
6020B
20
ug/L
27
018
SS-60-WS-20200401
Aqueous
Sulfate
300.0
62
mg/L
42
010 PZ-02-WG-20200401
Aqueous
Chromium
6020B
80
ug/L
27
018
SS-60-WS-20200401
Aqueous
TDS
SM 2540C-
160
mg/L
42
010 PZ-02-WG-20200401
Aqueous
Iron
6020E
130000
ug/L
27
018
SS-60-WS-20200401
Aqueous
Aluminum
6020E
650
ug/L
43
010 PZ-02-WG-20200401
Aqueous
Lead
6020E
38
ug/L
27
018
SS-60-WS-20200401
Aqueous
Barium
6020E
54
ug/L
43
010 PZ-02-WG-20200401
Aqueous
Manganese
6020E
7200
ug/L
27
018
SS-60-WS-20200401
Aqueous
Iron
6020E
690
ug/L
43
010 PZ-02-WG-20200401
Aqueous
Selenium
6020E
7.4
ug/L
27
018
SS-60-WS-20200401
Aqueous
Manganese
6020E
7.3
ug/L
43
011 SS-01-WS-20200401
Aqueous
Sulfate
300.0
26
mg/L
28
019
SS-70-WS-20200401
Aqueous
Sulfate
300.0
12
mg/L
44
011 SS-01-WS-20200401
Aqueous
TDS
SM 2540C-
150
mg/L
28
019
SS-70-WS-20200401
Aqueous
TDS
SM 2540C-
77
mg/L
44
011 SS-01-WS-20200401
Aqueous
Aluminum
6020E
490
ug/L
29
019
SS-70-WS-20200401
Aqueous
Aluminum
6020E
630
ug/L
45
011 SS-01-WS-20200401
Aqueous
Barium
6020E
59
ug/L
29
019
SS-70-WS-20200401
Aqueous
Barium
6020E
43
ug/L
45
011 SS-01-WS-20200401
Aqueous
Iron
6020B
690
ug/L
29
019
SS-70-WS-20200401
Aqueous
Iron
6020B
840
ug/L
45
011 SS-01-WS-20200401
Aqueous
Manganese
6020E
8.6
ug/L
29
019
SS-70-WS-20200401
Aqueous
Manganese
6020E
14
ug/L
45
012 SS-02-WS-20200401
Aqueous
Sulfate
300.0
38
mg/L
30
020
SS-80-WS-20200401
Aqueous
Sulfate
300.0
10
mg/L
46
012 SS-02-WS-20200401
Aqueous
TDS
SM 2540C-
150
mg/L
30
020
SS-80-WS-20200401
Aqueous
TDS
SM 2540C-
76
mg/L
46
012 SS-02-WS-20200401
Aqueous
Aluminum
6020E
450
ug/L
31
020
SS-80-WS-20200401
Aqueous
Aluminum
6020B
510
ug/L
47
012 SS-02-WS-20200401
Aqueous
Barium
6020E
47
ug/L
31
020
SS-80-WS-20200401
Aqueous
Barium
6020E
50
ug/L
47
012 SS-02-WS-20200401
Aqueous
Iron
6020E
580
ug/L
31
020
SS-80-WS-20200401
Aqueous
Iron
6020E
680
ug/L
47
012 SS-02-WS-20200401
Aqueous
Manganese
6020B
18
ug/L
31
020
SS-80-WS-20200401
Aqueous
Manganese
6020E
5.8
ug/L
47
013 SS-20-WS-20200401
Aqueous
Sulfate
300.0
9.3
mg/L
32
021
SS-90-WS-20200401
Aqueous
Sulfate
300.0
22
mg/L
48
013 SS-20-WS-20200401
Aqueous
TDS
SM 2540C-
76
mg/L
32
021
SS-90-WS-20200401
Aqueous
TDS
SM 2540C-
110
mg/L
48
013 SS-20-WS-20200401
Aqueous
Aluminum
6020E
1800
ug/L
33
021
SS-90-WS-20200401
Aqueous
Aluminum
6020E
200
ug/L
49
013 SS-20-WS-20200401
Aqueous
Barium
6020E
47
ug/L
33
021
SS-90-WS-20200401
Aqueous
Barium
6020E
47
ug/L
49
013 SS-20-WS-20200401
Aqueous
Iron
6020E
1600
ug/L
33
021
SS-90-WS-20200401
Aqueous
Iron
6020E
300
ug/L
49
013 SS-20-WS-20200401
Aqueous
Manganese
6020E
13
ug/L
33
021
SS-90-WS-20200401
Aqueous
Manganese
6020E
8.3
ug/L
49
014 SS-25-WS-20200401
Aqueous
Sulfate
300.0
9.2
mg/L
34
022
PZ-04-WG-20200401
Aqueous
Sulfate
300.0
37
mg/L
50
014 SS-25-WS-20200401
Aqueous
TDS
SM 2540C-
70
mg/L
34
022
PZ-04-WG-20200401
Aqueous
TDS
SM 2540C-
130
mg/L
50
014 SS-25-WS-20200401
Aqueous
Aluminum
6020E
1700
ug/L
35
022
PZ-04-WG-20200401
Aqueous
Aluminum
6020E
95000
ug/L
51
014 SS-25-WS-20200401
Aqueous
Barium
6020B
48
ug/L
35
022
PZ-04-WG-20200401
Aqueous
Barium
6020E
1600
ug/L
51
014 SS-25-WS-20200401
Aqueous
Iron
6020E
1500
ug/L
35
022
PZ-04-WG-20200401
Aqueous
Cadmium
6020E
4.8
ug/L
51
014 SS-25-WS-20200401
Aqueous
Manganese
6020B
9.5
ug/L
35
022
PZ-04-WG-20200401
Aqueous
Chromium
6020B
130
ug/L
51
015 SS-30-WS-20200401
Aqueous
Sulfate
300.0
31
mg/L
36
022
PZ-04-WG-20200401
Aqueous
Iron
6020B
160000
ug/L
51
015 SS-30-WS-20200401
Aqueous
TDS
SM 2540C-
160
mg/L
36
022
PZ-04-WG-20200401
Aqueous
Lead
6020B
34
ug/L
51
015 SS-30-WS-20200401
Aqueous
Aluminum
6020B
1300
ug/L
37
022
PZ-04-WG-20200401
Aqueous
Manganese
6020B
3400
ug/L
51
015 SS-30-WS-20200401
Aqueous
Barium
6020B
59
ug/L
37
023
PZ-05-WG-20200401
Aqueous
Sulfate
300.0
35
mg/L
52
015 SS-30-WS-20200401
Aqueous
Iron
6020E
1800
ug/L
37
023
PZ-05-WG-20200401
Aqueous
TDS
SM 2540C-
150
mg/L
52
015 SS-30-WS-20200401
Aqueous
Manganese
6020B
18
ug/L
37
023
PZ-05-WG-20200401
Aqueous
Aluminum
6020B
11000
ug/L
53
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 5 of 92
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 6 of 92

Detection Summary (Continued)
Lot Number: VD04003
Sample Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
023
PZ-05-WG-20200401
Aqueous
Barium
6020B
180
ug/L
53
023
PZ-05-WG-20200401
Aqueous
Cadmium
6020B
8.1
ug/L
53
023
PZ-05-WG-20200401
Aqueous
Chromium
6020B
17
ug/L
53
023
PZ-05-WG-20200401
Aqueous
Iron
6020B
51000
ug/L
53
023
PZ-05-WG-20200401
Aqueous
Lead
6020B
4.7
ug/L
53
023
PZ-05-WG-20200401
Aqueous
Manganese
6020B
770
ug/L
53
024
FD-01-WG-20200331
Aqueous
Sulfate
300.0
22
mg/L
54
024
FD-01-WG-20200331
Aqueous
TDS
SM 2540C-
76
mg/L
54
024
FD-01-WG-20200331
Aqueous
Aluminum
6020E
990
ug/L
55
024
FD-01-WG-20200331
Aqueous
Barium
6020B
150
ug/L
55
024
FD-01-WG-20200331
Aqueous
Iron
6020B
1300
ug/L
55
024
FD-01-WG-20200331
Aqueous
Manganese
6020E
20
ug/L
55
025
FD-02-WG-20200401
Aqueous
Sulfate
300.0
38
mg/L
56
025
FD-02-WG-20200401
Aqueous
TDS
SM 2540C-
160
mg/L
56
025
FD-02-WG-20200401
Aqueous
Aluminum
6020E
400
ug/L
57
025
FD-02-WG-20200401
Aqueous
Barium
6020B
46
ug/L
57
025
FD-02-WG-20200401
Aqueous
Iron
6020E
600
ug/L
57
025
FD-02-WG-20200401
Aqueous
Manganese
6020E
18
ug/L
57
(159 detections
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 7 of 92
Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: VD04003-001
Description: PW-01-WG-20200402 Matrix: Aqueous
Date Sampled:04/02/2020 1440
Date Received: 04/03/2020
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 (Sulfate) 300.0 5 04/07/2020 1919 HKL 50294
1 (TDS) SM 254OC-2011 1 04/05/2020 1952 MOM 50031
CAS Analytical
Parameter Number Method Result Q LOQ Units Run
Sulfate 300.0 830 5.0 mg/L 1
TDS SM 2540C- 1700 25 mg/L 1
LOQ =Limit of Quantilation B = Detected in the method blank E = Quanti.tion of —pound exceeded the calibaYon ange
ND = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD be—n Iwo QC columns exceeds 4a%
H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 8 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID. V D04003-001
Description: PW-01-WG-20200402 Matrix: Aqueous
Date Sampled:04/02/2020 1440
)ate Received: 04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 04/08/2020 2307 BPK
04/07/2020 2301 50253
2 3005A
6020E 100 04/09/2020 1943 BPK
04/07/2020 2301 50253
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429.90.5 6020B
250 40
ug/L
1
Barium
744039-3 6020B
36 5.0
ug/L
1
Cadmium
7440-43-9 6020B
NO 0.50
ug/L
1
Chromium
7440-47-3 6020E
ND 5.0
ug/L
1
Iron
7439.89.6 6020E
3300 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
1
Manganese
7439-96-5 6020B
2700 500
ug/L
2
Selenium
7782.49.2 6020E
21 5.0
ug/L
1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of —pound exceeded the calibration range
ND = Not detected at or above the LOQ N = Recovery is out of cntena P = The RPD beh — two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-002
Description: W-01-WG-20200331 Matrix: Aqueous
Date Sampled:03/31/20201440
)ate Received: 04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0 5 04/07/2020 1942 HKL
50294
2
(TDS) SM 254OC-2011 1 04/07/2020 2256 MOM
50270
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
970
5.0 ni 1
TDS
SM 2540C-
2200
25 mg/L 2
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibr4don range
ND = Not tletected at or above the LOQ N = Recovery i. out of criteria P = The RPD behveen Iwo QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight boats
Pace Analytical Services, LLC (fernerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 9 of 92 Page 10 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID. V D04003-002
Description: W-01-WG-20200331 Matrix: Aqueous
Date Sampled:03/31/20201440
)ate Received: 04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 04/08/2020 2329 BPK
04/07/2020 2301 50253
2 3005A
6020E 100 04/09/2020 1950 BPK
04/07/2020 2301 50253
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429.90.5 6020B
180 40
ug/L
1
Barium
744039-3 6020B
29 5.0
ug/L
1
Cadmium
7440-43-9 6020B
NO 0.50
ug/L
1
Chromium
7440-47-3 6020E
ND 5.0
ug/L
1
Iron
7439.89.6 6020E
450 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
1
Manganese
7439-96-5 6020B
4000 500
ug/L
2
Selenium
7782.49.2 6020E
18 5.0
ug/L
1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not tletected at or above the LOQ N = Recovery is out of enter. P = The RPD between two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight boat.
Pace Analytical Services, LLC (/orrnady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-003
Description: W-02-WG-20200331 Matrix: Aqueous
Date Sampled:03/31/20201440
)ate Received: 04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 04/07/20202005 HKL
50294
1
(TDS) SM 254OC-2011 1 04/05/2020 1952 MOM
50031
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
22
1.0 mg/L 1
TDS
SM 254OC-
82
25 di 1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of —pound exceeded the calibration range
ND = Not tletected at or above the LOQ N = Recovery i. out of criteria P = The RPD tale— twa QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services, LLC (rormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 11 of92 Page 12 of92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-003
Description: W-02-WG-20200331 Matrix: Aqueous
Date Sampled:03/31/20201440
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-004
Description: W-03-WG-20200331 Matrix: Aqueous
Date Sampled:03/31/20201305
Date Received:04/03/2020
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020E 1 04/08/2020 2336 BPK
Prep Date Batch
04/07/2020 2301 50253
Run Prep Method
1
1
Analytical Method Dilution Analysis Date Analyst
(Sulfate) 300.0 1 04/07/2020 2028 HKL
SM 254OC-2011 1 04/05/2020 1952 MOM
Prep Date
Batch
50294
50031
CAS Analytical
(TDS)
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
970
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
150
5.0
ug/L
1
Sulfate
300.0
190
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
510
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
1100
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
20
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. e—d. 40%
H = Out of holding dme W = Reported on wet weight bawls
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 13 of92
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibaYon range
ND = Not tlatected at or above the LOQ N = Recovery i. out of crime P = The RPD tanw n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 14 of92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-004
Description: W-03-WG-20200331 Matrix: Aqueous
Date Sampled:03131/20201305
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-005
Description: W-03B-WG-20200331 Matrix: Aqueous
Date Sampled:03/31/20201210
Date Received:04/03/2020
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020E 1 04/08/2020 2344 BPK
Prep Date Batch
04/07/2020 2301 50253
Run Prep Method
1
1
Analytical Method Dilution Analysis Date Analyst
(Sulfate) 300.0 1 04/07/2020 2136 HKL
SM 254OC-2011 1 04/05/2020 1952 MOM
Prep Date
Batch
50294
50031
CAS Analytical
(TDS)
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
ND
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
26
5.0
ug/L
1
Sulfate
300.0
23
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
240
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89-6 6020B
ND
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020E
170
5.0
ug/L
1
Selenium
7782-49-2 6020B
9.8
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not detected at or above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. e—d. 40%
H = Out of holding dme W = Reported on wet weight baels
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 15 of92
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibration range
ND = Not detected at or above the LOQ N = Recovery i. out of cnlena P = The RPD tanw n twa QC calumna exceed. 40%
H = Out of holding time W = Repotted on wet weight lasts
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 16 of92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-005
Description: W-03B-WG-20200331 Matrix: Aqueous
Date Sampled:03/31/20201210
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-006
Description: W-06-WG-20200403 Matrix: Aqueous
Date Sampled:04/03/2020 1130
Date Received:04/03/2020
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020E 1 04/08/2020 2351 BPK
Prep Date Batch
04/07/2020 2301 50253
Run Prep Method
1
1
Analytical Method Dilution Analysis Date Analyst
(Sulfate) 300.0 1 04/07/2020 2245 HKL
SM 254OC-2011 1 04/05/2020 1952 MOM
Prep Date
Batch
50294
50031
CAS Analytical
(TDS)
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
ND
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
59
5.0
ug/L
1
Sulfate
300.0
10
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
250
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89-6 6020B
ND
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
87
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration no.
ND = Not tletected at or above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. e—d. 40%
H = Out of holding dme W = Reported on wet weight baels
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 17 of92
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibaYon no.
ND = Not tletected at or above the LOQ N = Recovery i. out of crime P = The RPD tanw n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 18 of92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-006
Description: W-06-WG-20200403 Matrix: Aqueous
Date Sampled:04/03/2020 1130
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-007
Description: W-07-WG-20200402 Matrix: Aqueous
Date Sampled:04/02/2020 1030
Date Received:04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020E 1 04/08/2020 2359 BPK
04/07/2020 2301 50253
1
(Sulfate) 300.0 1 04/07/2020 2308 HKL
50294
1
(TDS) SM 254OC-2011 1 04/05/2020 1952 MOM
50031
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
180
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
43
5.0
ug/L
1
Sulfate
300.0
5.4
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
190
25
ni 1
Chromium
7440-47-3 6020B
7.2
5.0
ug/L
1
Iron
7439-89-6 6020B
190
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
5.6
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of campound exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD b—... two QC column. e—d. 40%
H = Out of holding brae W = Reported on wet weight bawls
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 19 of92
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... deal the calibcu.n range
ND= Not tlatected at or above the LOQ N= Recovery i. out of cried P=The RPD uatv..n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight boats
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 20 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-007
Description: W-07-WG-20200402 Matrix: Aqueous
Date Sampled:04/02/2020 1030
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-008
Description: W-08-WG-20200402 Matrix: Aqueous
Date Sampled:04/02/2020 1325
Date Received:04/03/2020
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020E 1 04/09/2020 0006 BPK
Prep Date Batch
04/07/2020 2301 50253
Run Prep Method
1
1
Analytical Method Dilution Analysis Date Analyst
(Sulfate) 300.0 1 04/07/2020 2330 HKL
SM 254OC-2011 1 04/05/2020 1952 MOM
Prep Date
Batch
50294
50031
CAS Analytical
(TDS)
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
130
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
75
5.0
ug/L
1
Sulfate
300.0
69
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
170
25
mg/L 1
Chromium
7440-47-3 6020B
6.1
5.0
ug/L
1
Iron
7439-89-6 6020B
1200
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
72
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of campound exceeded the calibration no.
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD b—... two QC column. e—d. 40%
H = Out of holding brae W = Reported on wet weight bawls
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 21 of 92
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... deal the calibcu.n range
ND= Not tlatected at or above the LOQ N= Recovery i. out of cried P=The RPD uatv..n Iwa QC calumny exceed. 40%
H = Out of holding time W = Reported on wet weight boats
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 22 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-008
Description: W-08-WG-20200402 Matrix: Aqueous
Date Sampled:04/02/2020 1325
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-009
Description: W-09-WG-20200402 Matrix: Aqueous
Date Sampled:04/02/2020 1205
Date Received:04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020E 1 04/09/2020 0013 BPK
04/07/2020 2301 50253
1
(Sulfate) 300.0 1 04/07/2020 2353 HKL
50294
1
(TDS) SM 254OC-2011 1 04/05/2020 1952 MOM
50031
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
64
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
150
5.0
ug/L
1
Sulfate
300.0
12
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
230
25
ni 1
Chromium
7440-47-3 6020B
5.1
5.0
ug/L
1
Iron
7439-89-6 6020B
97
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
ND
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of —pound exceeded the calibration range
ND = Not tletected u or above the LOQ N = Recovery i. out of enter. P = The RPD behveen two QC column. ex—d. 40%
H = Out of holding tlme W = Reported on wet weight baels
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 23 of92
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of wmpo.nd exceeded the calibr4don range
ND=Not tletected uor above the LOQ N= Recovery i. out of cried P= The RPD behveen two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight baels
Pace Analytical Services, LLC (fernerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 24 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-009
Description: W-09-WG-20200402 Matrix: Aqueous
Date Sampled:04/02/2020 1205
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-010
Description: PZ-02-WG-20200401 Matrix: Aqueous
Date Sampled:04/01/20201315
Date Received:04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020E 1 04/09/2020 0021 BPK
04/07/2020 2301 50253
1
(Sulfate) 300.0 1 04/08/2020 1923 HKL
50458
1
(TDS) SM 254OC-2011 1 04/05/2020 1952 MOM
50031
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
42
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
170
5.0
ug/L
1
Sulfate
300.0
33
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
160
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89-6 6020B
ND
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
NO
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of wnnp—d exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. ex—d. 40%
H = Out of holding dme W = Reported on wet weight bawls
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 25 of92
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of wmpo.nd ex ... dad the calibadon range
ND = Not tlatected at or above the LOQ N = Recovery i. out of criteria P = The RPD tanw n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 26 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: VD04003-010
Description: PZ-02-WG-20200401 Matrix: Aqueous
Date Sampled:04/01/20201315
)ate Received: 04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 04/09/2020 0028 BPK
04/07/2020 2301 50253
2 3005A
6020E 10 04/09/2020 2005 BPK
04/07/2020 2301 50253
CAS Analytical
Parameter
Number Method
Result Q LOCI
Units
Run
Aluminum
7429-90-5 6020B
69000 40
ug/L
1
Barium
7440-39-3 6020B
710 5.0
ug/L
1
Cadmium
7440-43-9 6020B
20 0.50
ug/L
1
Chromium
7440-47-3 6020E
80 5.0
ug/L
1
Iron
7439-89-6 6020E
130000 50
ug/L
1
Lead
7439-92-1 6020B
38 1.0
ug/L
1
Manganese
7439-96-5 6020E
7200 50
ug/L
2
Selenium
7782-49-2 6020B
7.4 5.0
ug/L
1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibalan range
ND = Not tlatected at cr above the LOQ N = Recovery is out of critana P = The RPD In—... two QC column. e—d. 40%
H = Out of holding tlme W = Reported on wet weight baal.
Pace Analytical Services, LLC (/omnady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-011
Description: SS-01-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/2020 0900
)ate Received: 04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0 1 04/08/2020 1942 HKL
50458
1
(TDS) SM 254OC-2011 1 04/05/2020 1952 MOM
50031
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
26
1.0 mg/L 1
TDS
SM 2540C-
150
25 mg/L 1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibah,n no.
ND= Not tlatected at cr above the LOQ N= Recovery i. out of cdtena P=The RPD banes— twa QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight b..l.
Pace Analytical Services, LLC (rormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 27 of 92 Page 28 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-011
Description: SS-01-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/2020 0900
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-012
Description: SS-02-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/2020 0910
Date Received:04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020E 1 04/09/2020 0036 BPK
04/07/2020 2301 50253
1
(Sulfate) 300.0 1 04/08/2020 2002 HKL
50458
1
(TDS) SM 254OC-2011 1 04/05/2020 1952 MOM
50031
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
490
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
59
5.0
ug/L
1
Sulfate
300.0
38
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
150
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
690
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
8.6
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibalan range
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. e—d. 40%
H = Out of holding dme W = Reported on wet weight bawls
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—no
Page 29 of 92
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibaYon range
ND = Not tlatected at or above the LOQ N = Recovery i. out of Cohen, P = The RPD tanw n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 30 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-012
Description: SS-02-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/2020 0910
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-013
Description: SS-20-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/2020 0920
Date Received:04/03/2020
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020E 1 04/09/2020 0058 BPK
Prep Date Batch
04/07/2020 2301 50253
Run Prep Method
1
1
Analytical Method Dilution Analysis Date Analyst
(Sulfate) 300.0 1 04/08/2020 2022 HKL
SM 254OC-2011 1 04/05/2020 1952 MOM
Prep Date
Batch
50458
50031
CAS Analytical
(TDS)
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
450
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
47
5.0
ug/L
1
Sulfate
300.0
9.3
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-
76
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
580
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
18
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not detected at or above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. e—d. 40%
H = Out of holding dme W = Reported on wet weight beats
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 31 of 92
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibration range
ND= Not tletected at or above the LOQ N= Recovery i. out of crime P=The RPD Wine— twa QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight beats
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 32 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-013
Description: SS-20-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/2020 0920
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-014
Description: SS-25-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/2020 0930
Date Received: 04/03/2020
Run Prep Method
2 3005A
Analytical Method Dilution Analysis Date Analyst
6020E 1 04/14/20201531 BNW
Prep Date Batch
04/14/2020 0709 50924
Run Prep Method
1
1
Analytical Method Dilution Analysis Date Analyst
(Sulfate)300.0 1 04/08/20202122 HKL
SM 254OC-2011 1 04/06/2020 2332 MOM
Prep Date
Batch
50458
50136
CAS Analytical
(TDS)
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
1800
40
ug/L
2
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
47
5.0
ug/L
2
Sulfate
300.0
9.2
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
2
TDS
SM 2540C-
70
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
2
Iron
7439-89.6 6020B
1600
50
ug/L
2
Lead
7439-92-1 6020E
ND
1.0
ug/L
2
Manganese
7439-96-5 6020B
13
5.0
ug/L
2
Selenium
7782-49-2 6020E
ND
5.0
ug/L
2
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD between two QC column. e—d. 40%
H = Out of holding bme W = Reported on wet weight bawls
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 33 of92
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibaYon range
ND = Not tlatected at or above the LOQ N = Recovery i. out of crime P = The RPD be—n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight beats
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 34 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-014
Description: SS-25-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/2020 0930
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-015
Description: SS-30-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/20201015
Date Received:04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
2 3005A
6020E 1 04/14/20201549 BNW
04/14/2020 0709 50924
1
(Sulfate)300.0 1 04/08/20202222 HKL
50458
1
(TDS) SM 254OC-2011 1 04/06/2020 2332 MOM
50136
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
1700
40
ug/L
2
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
48
5.0
ug/L
2
Sulfate
300.0
31
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
2
TDS
SM 2540C-
160
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
2
Iron
7439-89.6 6020B
1500
50
ug/L
2
Lead
7439-92-1 6020E
ND
1.0
ug/L
2
Manganese
7439-96-5 6020B
9.5
5.0
ug/L
2
Selenium
7782-49-2 6020E
ND
5.0
ug/L
2
LOO=unit of Quantitation B= Detected in the method blank E=Quantitation of —pound exceeded the.libation no.
ND=Nut detected nor above the LOQ N= Recovery is out of enter. P=The RPD beh—two QC column.e—d. 40%
H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 35 of92
LOO=unit of Quantitation B= Detected in the method blank E=Quantitation of —pound exceeded the calibadon a no.
ND=Nut tletected nor above the LOQ N= Recovery i. out of cnlena P= The RPD behveen two QC columns exceed.40%
H = Out of holding tlme W = Reported on wet weight baels
Pace Analytical Services, LLC (fernerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 36 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-015
Description: SS-30-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/20201015
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-016
Description: SS-40-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/20201015
Date Received:04/03/2020
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020E 1 04/09/20201512 BNW
Prep Date Batch
04/08/2020 1547 50254
Run Prep Method
1
1
Analytical Method Dilution Analysis Date Analyst
(Sulfate)300.0 1 04/08/20202242 HKL
SM 254OC-2011 1 04/06/2020 2332 MOM
Prep Date
Batch
50458
50136
CAS Analytical
(TDS)
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
1300
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
59
5.0
ug/L
1
Sulfate
300.0
24
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
110
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
1800
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
18
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. e—d. 40%
H = Out of holding dme W = Reported on wet weight bawls
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 37 of 92
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibaYon range
ND = Not tlatected at or above the LOQ N = Recovery i. out of crime P = The RPD tanw n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 38 of92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-016
Description: SS-40-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/20201015
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-017
Description: SS-50-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/2020 0115
Date Received:04/03/2020
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020E 1 04/09/20201517 BNW
Prep Date Batch
04/08/2020 1547 50254
Run Prep Method
1
1
Analytical Method Dilution Analysis Date Analyst
(Sulfate)300.0 1 04/08/20202302 HKL
SM 254OC-2011 1 04/06/2020 2332 MOM
Prep Date
Batch
50458
50136
CAS Analytical
(TDS)
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
280
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
48
5.0
ug/L
1
Sulfate
300.0
2.8
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-
74
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
400
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
9.0
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibalan range
ND = Not tlatected at or on. the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. e—d. 40%
H = Out of holding dme W = Reported on wet weight bawls
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—no
Page 39 of 92
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibaYon range
ND = Not tlatected at or above the LOQ N = Recovery i. out of Cohen, P = The RPD tanw n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 40 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-017
Description: SS-50-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/2020 0115
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-018
Description: SS-60-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/20201215
Date Received:04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020E 1 04/09/20201529 BNW
04/08/2020 1547 50254
1
(Sulfate)300.0 1 04/08/20202322 HKL
50458
1
(TDS) SM 254OC-2011 1 04/06/2020 2332 MOM
50136
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
660
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
47
5.0
ug/L
1
Sulfate
300.0
62
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
160
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
2300
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
96
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. e—d. 40%
H = Out of holding dme W = Reported on wet weight bawls
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 41 of 92
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibaYon range
ND = Not tlatected at or above the LOQ N = Recovery i. out of cnlena P = The RPD tanw n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 42 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-018
Description: SS-60-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/20201215
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-019
Description: SS-70-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/20201245
Date Received:04/03/2020
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020E 1 04/09/20201535 BNW
Prep Date Batch
04/08/2020 1547 50254
Run Prep Method
1
1
Analytical Method Dilution Analysis Date Analyst
(Sulfate)300.0 1 04/08/20202341 HKL
SM 254OC-2011 1 04/06/2020 2332 MOM
Prep Date
Batch
50458
50136
CAS Analytical
(TDS)
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
650
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
54
5.0
ug/L
1
Sulfate
300.0
12
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-
77
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
690
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
7.3
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. e—d. 40%
H = Out of holding dme W = Reported on wet weight bawls
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 43 of92
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibaYon range
ND = Not tlatected at or above the LOQ N = Recovery i. out of crime P = The RPD tanw n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 44 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-019
Description: SS-70-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/20201245
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-020
Description: SS-80-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/20201345
Date Received:04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020E 1 04/09/20201541 BNW
04/08/2020 1547 50254
1
(Sulfate)300.0 1 04/09/20200121 HKL
50458
1
(TDS) SM 254OC-2011 1 04/06/2020 2332 MOM
50136
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
630
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
43
5.0
ug/L
1
Sulfate
300.0
10
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-
76
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
840
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
14
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of wropound exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. e—d. 40%
H = Out of holding dme W = Reported on wet weight bawls
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—no
Page 45 of92
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of —pound ex ... dad the calibaYon range
ND = Not tlatected at or above the LOQ N = Recovery i. out of Cohen, P = The RPD tanw n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 46 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: VD04003-020
Description: SS-80-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/20201345
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-021
Description: SS-90-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/20201500
Date Received: 04/03/2020
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020E 1 04/09/20201547 BNW
Prep Date Batch
04/08/2020 1547 50254
Run Prep Method
1
1
Analytical Method Dilution Analysis Date Analyst
(Sulfate)300.0 1 04/09/20200141 HKL
SM 254OC-2011 1 04/06/2020 2332 MOM
Prep Date
Batch
50458
50136
CAS Analytical
(TDS)
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
510
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
50
5.0
ug/L
1
Sulfate
300.0
22
1.0
ro lL 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
110
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
680
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
5.8
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibalan range
ND = Not tlatected at or above the LOQ N = Recovery is out of criteria P = The RPD beh — two QC column. e—d. 40%
H = Out of holding tlme W = Reported on wet weight baals
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 47 of 92
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibration range
ND = Not tlatected at or above the LOQ N = Recovery i. out of criteria P = The RPD be—n twa QC columns exceed. 40%
H = Out of holding tlme W = Repotted on wet weight beats
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 48 of 92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-021
Description: SS-90-WS-20200401 Matrix: Aqueous
Date Sampled:04/01/20201500
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-022
Description: PZ-04-WG-20200401 Matrix: Aqueous
Date Sampled:04/01/20201230
Date Received:04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020E 1 04/09/20201604 BNW
04/08/2020 1547 50254
1
(Sulfate)300.0 1 04/09/20200201 HKL
50458
1
(TDS) SM 254OC-2011 1 04/06/2020 2332 MOM
50136
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
200
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
47
5.0
ug/L
1
Sulfate
300.0
37
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
130
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
300
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
8.3
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. e—d. 40%
H = Out of holding dme W = Reported on wet weight baals
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 49 of 92
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibaYon range
ND = Not tlatected at or above the LOQ N = Recovery i. out of cnlena P = Th. RPD tanw n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 50 of92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID. V D04003-022
Description: PZ-04-WG-20200401 Matrix: Aqueous
Date Sampled:04/01/20201230
)ate Received: 04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 04/09/20201610 BNW
04/08/20201547 50254
2 3005A
6020E 10 04/09/20202138 BNW
04/08/20201547 50254
CAS Analytical
Parameter
Number Method
Result Q LOCI
Units
Run
Aluminum
7429-90-5 6020B
95000 40
ug/L
1
Barium
7440-39-3 6020B
1600 5.0
ug/L
1
Cadmium
7440-43-9 6020B
4.8 0.50
ug/L
1
Chromium
7440-47-3 6020E
130 5.0
ug/L
1
Iron
7439-89-6 6020E
160000 500
ug/L
2
Lead
7439-92-1 6020B
34 1.0
ug/L
1
Manganese
7439-96-5 6020B
3400 50
ug/L
2
Selenium
7782-49-2 6020E
ND 5.0
ug/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD In—... two QC column. ex—d. 40%
H = Out of holding dme W = Reported on wet weight boat.
Pace Analytical Services, LLC (/orrnady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-023
Description: PZ-05-WG-20200401 Matrix: Aqueous
Date Sampled:04/01/20201200
)ate Received: 04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 04/09/20200221 HKL
50458
1
(TDS) SM 254OC-2011 1 04/06/2020 2332 MOM
50136
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
35
1.0 mg/L 1
TDS
SM 2540C-
150
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of campound exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery i. out of anlena P = The RPD be—n twa QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight boat.
Pace Analytical Services, LLC (10rmerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 51 of92 Page 52 of92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-023
Description: PZ-05-WG-20200401 Matrix: Aqueous
Date Sampled:04/01/20201200
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-024
Description: FD-01-WG-20200331 Matrix: Aqueous
Date Sampled:03/31/2020
Date Received: 04/03/2020
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020E 1 04/09/20201616 BNW
Prep Date Batch
04/08/2020 1547 50254
Run Prep Method
1
1
Analytical Method Dilution Analysis Date Analyst
(Sulfate)300.0 1 04/09/20200241 HKL
SM 254OC-2011 1 04/06/2020 2332 MOM
Prep Date
Batch
50458
50136
CAS Analytical
(TDS)
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
11000
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
180
5.0
ug/L
1
Sulfate
300.0
22
1.0
mg/L 1
Cadmium
7440-43-9 6020B
8.1
0.50
ug/L
1
TDS
SM 254OC-
76
25
mg/L 1
Chromium
7440-47-3 6020B
17
5.0
ug/L
1
Iron
7439-89-6 6020E
51000
50
ug/L
1
Lead
7439-92-1 6020B
4.7
1.0
ug/L
1
Manganese
7439-96-5 6020B
770
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration range
ND = Not tlatected at cr above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC columns e—d. 40%
H = Out of holding bme W = Reported on wet weight bawls
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 53 of92
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibaYon range
ND = Not tlatected at cr above the LOQ N = Recovery is out of crime P = The RPD behveen two QC columns exceeds 40%
H = Out of holding time W = Reported on wet weight beats
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 54 of92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V D04003-024
Description: FD-01-WG-20200331 Matrix: Aqueous
Date Sampled:03/31/2020
Date Received: 04/03/2020
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: VD04003-025
Description: FD-02-WG-20200401 Matrix: Aqueous
Date Sampled:04/01/2020
Date Received: 04/03/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020E 1 04/09/20201622 BNW
04/08/2020 1547 50254
1
(Sulfate)300.0 1 04/09/20200301 HKL
50458
1
(TDS) SM 254OC-2011 1 04/06/2020 2332 MOM
50136
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
990
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
150
5.0
ug/L
1
Sulfate
300.0
38
1.0
ni 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
160
25
ni 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
1300
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
20
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery is out of enter. P = The RPD behveen two QC column. e—d. 40%
H = Out of holding dme W = Reported on wet weight bawls
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.00m
Page 55 of92
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound ex ... dad the calibaYon range
ND = Not tlatected at or above the LOQ N = Recovery i. out of cnlena P = The RPD tanw n two QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 56 of92

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID. V D04003-025
Description: FD-02-WG-20200401 Matrix: Aqueous
Date Sampled:04/01/2020
)ate Received: 04/03/2020
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020E 1 04/09/20201651 BNW
Prep Date Batch
04/08/20201547 50254
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020B
400
40
ug/L
1
Barium
7440-39-3 6020B
46
5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
600
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
18
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO=unit of 0... iitation B= Detected in the method blank E=Quantitation of.mpound exceeded the.libretion range
ND = Not detected at or above the LOQ N = Recovery ii out cif enter. P = The RPD beh — two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
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Page 57 of92
QC Summary
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Page 58 of 92

Inorganic non-metals - MB
Sample ID: VQ50031-001 Matrix: Aqueous
Batch: 50031
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ
TDS ND 1 25
Inorganic non-metals - LCS
Sample ID: V050031-002 Matrix: Aqueous
Batch: 50031
Analytical Method: SM 2540C-2011
Spike
Amount Result % Roe
Units Analysis Date Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
mg/L 04/05/2020 1952 TDS 1500 1500 1 101 90-110 04/05/2020 1952
LOQ = Limit of Quantitation P = The RPD between two GC columns excaetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not datacted at ar above the LOD
Note: Calculations are performed before rounding to avoid round-offerrors in calculated results
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Page 59 of 92
LOQ =Limit of Quantitstion P = The RPD betwaen two GC columns excaetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not detected at ar above the LOD
Note: Calculations are performed before rounding to avoid round-offerrors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
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Page 60 of 92

Inorganic non-metals - MB
Sample ID: VQ50136-001 Matrix: Aqueous
Batch: 50136
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ
TDS ND 1 25
Inorganic non-metals - LCS
Sample ID: V050136-002 Matrix: Aqueous
Batch: 50136
Analytical Method: SM 2540C-2011
Spike
Amount Result % Roe
Units Analysis Date Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
mg/L 04/06/2020 2332 TDS 1500 1500 1 100 90-110 04/06/2020 2332
LOQ = Limit of Quantitation P = The RPD between two GC columns excaetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not datacted at ar above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 61 of 92
LOQ =Limit of Quantitstion P = The RPD betwaen two GC columns excaetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not detected at ar above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 62 of 92

Inorganic non-metals - Duplicate
Sample ID: VD04003-021DU Matrix: Aqueous
Batch: 50136
Analytical Method: SM 2540C-2011
Sample
Amount Result % RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS 110 120 1 5.2 20 04/06/2020 2332
LOQ = Limit of Quantitation P = The RPD between two GC columns excaetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not datacted at ar above the LOD
Note: Calculations are performed before rounding to avoid round-offerrors in calculated results
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Page 63 of 92
Inorganic non-metals - MB
Sample ID: V050270-001 Matrix: Aqueous
Batch: 50270
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ Units Analysis Date
TDS ND 1 25 mg/L 04/07/2020 2256
LOQ = Limit of Quantitstion P = The RPD between two GC columns excaetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not detected at ar above the LOD
Note: Calculations are performed before rounding to avoid round-offerrors in calculated results
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Page 64 of 92

Inorganic non-metals - LCS
Sample ID: VQ50270-002
Matrix: Aqueous
Batch: 50270
Analytical Method: SM 2540C-2011
Spike
Amount
Result
% Roe
Parameter
(mg/L)
(mg/L) Q Dil % Rec
Limit Analysis Date
TDS
1500
1500 1 100
90-110 04/07/2020 2256
LOQ = Limit of Quantitation P = The RPD between two GC columns excaetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected at ar above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
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Page 65 of 92
Inorganic non-metals - MB
Sample ID: V050294-001 Matrix: Aqueous
Batch: 50294
Analytical Method: 300.0
Parameter Result Q Dil LOQ Units Analysis Date
Sulfate ND 1 1.0 mg/L 04/07/2020 1445
LOQ = Limit of Quantitation P = The RPD between two GC columns excaetls 40% N = Recovery is out of criteria
DL=Detection Limit J= Estimated result LOD and >DL += RPD is out of.,Kda
LOD = Limit of Detection ND = Not detected at ar above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 66 of 92

Inorganic non-metals - LCS
Sample ID: VQ50294-002
Matrix: Aqueous
Batch: 50294
Analytical Method: 300.0
Spike
Amount
Result
% Roe
Parameter
(mg/L)
(mg/L) Q Dil % Rec
Limit Analysis Date
Sulfate
20
20 1 99
90-110 04/07/2020 1531
LOQ = Limit of Quantitation P = The RPD between two GC columns excaetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected at or above the LOD
Note: Calculations are performed before rounding to avoid round-offerrors in calculated results
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Page 67 of 92
Inorganic non-metals - MS
Sample ID: VD04003-004MS Matrix: Aqueous
Batch: 50294
Analytical Method: 300.0
Sample Spike
Amount Amount Result %Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil %Rec Limit Analysis Date
Sulfate 190 20 210 N 1 70 90-110 04/07/2020 2050
LOQ = Limit of Quantitation P = The RPD between two GC columns excaetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not detected at or above the LOD
Note: Calculations are performed before rounding to avoid round-offerrors in calculated results
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Page 68 of 92

Inorganic non-metals - MSD
Sample ID: VD04003-004MD Matrix: Aqueous
Batch: 50294
Analytical Method: 300.0
Sample Spike
Amount Amount Result %Rec % RPD
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec % RPD Limit Limit Analysis Date
Sulfate 190 20 210 N 1 70 0.00 90-110 20 04/07/2020 2113
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected st or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 69 of 92
Inorganic non-metals - MB
Sample ID: V050458-001 Matrix: Aqueous
Batch: 50458
Analytical Method: 300.0
Parameter Result Q Dil LOQ Units Analysis Date
Sulfate ND 1 1.0 mg/L 04/08/2020 1536
LOQ = Limit of Quantionion P = The RPD between two GC columns exceetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not detected st or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
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Page 70 of 92

Inorganic non-metals - LCS
Sample ID: V050458-002
Matrix: Aqueous
Batch: 50458
Analytical Method: 300.0
Spike
Amount
Result
% Roe
Parameter
(mg/L)
(mg/L) Q Dil % Rec
Limit Analysis Date
Sulfate
20
21 1 105
90-110 04/08/20201616
LOQ = Limit of Quantitation P = The RPD between two GC columns excaetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected at or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 71 of 92
Inorganic non-metals - MS
Sample ID: VD04003-014MS Matrix: Aqueous
Batch: 50458
Analytical Method: 300.0
Sample Spike
Amount Amount Result %Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 9.2 20 29 1 98 90-110 04/08/2020 2142
LOQ = Limit of Quantitation P = The RPD between two GC columns excaetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not datuded at or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 72 of 92

Inorganic non-metals - MSD
Sample ID: VD04003-014MD Matrix: Aqueous
Batch: 50458
Analytical Method: 300.0
Sample Spike
Amount Amount Result %Rec % RPD
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec % RPD Limit Limit Analysis Date
Sulfate 9.2 20 29 1 98 0.00 90-110 20 04/08/2020 2202
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected st or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
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Inorganic non-metals - MS
Sample ID: VD04003-019MS Matrix: Aqueous
Batch: 50458
Analytical Method: 300.0
Sample Spike
Amount Amount Result %Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil %Rec Limit Analysis Date
Sulfate 12 20 31 1 99 90-110 04/09/2020 0001
LOQ = Limit of Quantionion P = The RPD between two GC columns exceetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not detected st or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 73 .1792 Page 74 of 92

Inorganic non-metals - MSD
Sample ID: VD04003-019MD Matrix: Aqueous
Batch: 50458
Analytical Method: 300.0
Sample Spike
Amount Amount Result %Rec % RPD
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec % RPD Limit Limit Analysis Date
Sulfate 12 20 32 1 103 2.5 90-110 20 04/09/2020 0021
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not dso,oted st or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 75 of92
ICP-MS Metals - MB
Sample ID: V050253-001
Batch: 50253
Analytical Method: 6020E
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 04/07/2020 2301
Parameter
Result
Q Dil
LOQ
Units
Analysis Date
Aluminum
ND
1
40
ug/L
04/08/2020 2252
Barium
ND
1
5.0
ug/L
04/08/2020 2252
Cadmium
ND
1
0.50
ug/L
04/08/2020 2252
Chromium
ND
1
5.0
ug/L
04/08/2020 2252
Iron
ND
1
50
ug/L
04/08/2020 2252
Lead
ND
1
1.0
ug/L
04/08/2020 2252
Manganese
ND
1
5.0
ug/L
04/08/2020 2252
Selenium
ND
1
5.0
ug/L
04/08/2020 2252
LOQ = Limit of Quantitstion P = The RPD between two GC columns exceetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not -oted st or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 76 of 92

ICP-MS Metals - LCS
ICP-MS Metals - MS
Sample ID: V050253-002
Matrix: Aqueous
Sample ID: VD04003-013MS
Matrix: Aqueous
Batch: 50253
Prep Method: 3005A
Batch: 50253
Prep Method: 3005A
Analytical Method: 6020E
Prep Date: 04/07/2020 2301
Analytical Method: 6020E
Prep Date: 04/07/2020 2301
Spike
Sample
Spike
Amount
Result
%Roe
Amount
Amount
Result
%Rec
Parameter
(ug/L)
(ug/L)
Q Dil %Rec
Limit
Analysis Date
Parameter
(ug/L)
(ug/L)
(ug/L) Q Dil
%Rec
Limit
Analysis Date
Aluminum
100
97
1 97
80-120
04/08/2020 2259
Aluminum
1200
100
1300 N 1
21
70-130
04/09/2020 0113
Barium
100
100
1 102
80-120
04/08/2020 2259
Barium
52
100
51 N 1
-0.87
70-130
04/09/2020 0113
Cadmium
100
100
1 105
80-120
04/08/2020 2259
Cadmium
ND
100
0.0012 N 1
0.0012
70-130
04/09/2020 0113
Chromium
100
100
1 100
80-120
04/08/2020 2259
Chromium
ND
100
1.3 N 1
1.3
70-130
04/09/2020 0113
Iron
1000
940
1 94
80-120
04/08/2020 2259
Iron
1400
1000
1400 N 1
1.2
70-130
04/09/2020 0113
Lead
100
100
1 105
80-120
04/08/2020 2259
Lead
ND
100
0.52 N 1
0.52
70-130
04/09/2020 0113
Manganese
100
99
1 99
80-120
04/08/2020 2259
Manganese
14
100
14 N 1
-0.013
70-130
04/09/2020 0113
Selenium
100
100
1 100
80-120
04/08/2020 2259
Selenium
ND
100
0.012 N 1
0.012
70-130
04/09/2020 0113
LOQ = Limit of Quantitation P = The RPD between two GC columns exceetls 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not tletected st or abave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 77 of 92
LOQ = Limit of Quenntstion P = The RPD between two GC columns exceetls 40% N = Recovery is - of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not deteonx] st or abave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
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Page 78 of 92

ICP-MS Metals - MSD
Sample ID: VD04003-013MD
Matrix: Aqueous
Batch: 50253
Prep Method: 3005A
Analytical Method: 6020E
Prep Dale: 04/07/2020 2301
Sample
Spike
Amount
Amount
Result
%Rec
% RPD
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil % Rec
% RPD
Limit
Limit
Analysis Date
Aluminum
1200
100
2500
N,+ 1 1280
67
70-130
20
04/09/2020 0120
Barium
52
100
160
+ 1 107
100
70-130
20
04/09/2020 0120
Cadmium
ND
100
99
+ 1 99
200
70-130
20
04/09/2020 0120
Chromium
ND
100
99
+ 1 99
200
70-130
20
04/09/2020 0120
Iron
1400
1000
2500
+ 1 106
54
70-130
20
04/09/2020 0120
Lead
ND
100
100
+ 1 104
200
70-130
20
04/09/2020 0120
Manganese
14
100
110
+ 1 101
160
70-130
20
04/09/2020 0120
Selenium
ND
100
99
+ 1 99
200
70-130
20
04/09/2020 0120
LOQ = Limit of Quantitation P = The RPD between two GC columns exceetls 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not —oted st or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
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Page 79 of 92
ICP-MS Metals - MB
Sample ID: V050254-001
Batch: 50254
Analytical Method: 6020E
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 04/08/2020 1547
Parameter
Result
Q Dil
LOQ
Units
Analysis Date
Aluminum
ND
1
40
ug/L
04/09/20201500
Barium
ND
1
5.0
ug/L
04/09/20201500
Cadmium
ND
1
0.50
ug/L
04/09/20201500
Chromium
ND
1
5.0
ug/L
04/09/20201500
Iron
ND
1
50
ug/L
04/09/20201500
Lead
ND
1
1.0
ug/L
04/09/20201500
Manganese
ND
1
5.0
ug/L
04/09/20201500
Selenium
ND
1
5.0
ug/L
04/09/20201500
LOQ = Limit of Quanntstion P = The RPD between two GC columns exceetls 40% N = Recovery ie out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not detected st or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelab—nn
Page 80 of 92

ICP-MS Metals - LCS
ICP-MS Metals - MS
Sample ID: V050254-002
Matrix: Aqueous
Sample ID: VD04003-024MS
Matrix: Aqueous
Batch:50254
Prep Method: 3005A
Batch:50254
Prep Method: 3005A
Analytical Method: 6020E
Prep Date: 04/08/2020 1647
Analytical Method: 6020E
Prep Date: 04/08/2020 1547
Spike
Sample
Spike
Amount
Result
%Roe
Amount
Amount
Result
%Rec
Parameter
(ug/L)
(ug/L)
Q Dil % Rec
Limit
Analysis Date
Parameter
(ug/L)
(ug/L)
(ug/L) Q Dil
% Rec
Limit
Analysis Date
Aluminum
100
99
1 99
80-120
04/09/2020 1506
Aluminum
990
100
1700 N 1
680
70-130
04/09/2020 1628
Barium
100
98
1 98
80-120
04/09/2020 1506
Barium
150
100
230 1
88
70-130
04/09/2020 1628
Cadmium
100
100
1 100
80-120
04/09/2020 1506
Cadmium
ND
100
97 1
97
70-130
04/09/2020 1628
Chromium
100
95
1 95
80-120
04/09/2020 1506
Chromium
ND
100
95 1
95
70-130
04/09/2020 1628
Iron
1000
1000
1 100
80-120
04/09/2020 1506
Iron
1300
1000
2200 1
93
70-130
04/09/2020 1628
Lead
100
100
1 102
80-120
04/09/2020 1506
Lead
ND
100
97 1
97
70-130
04/09/2020 1628
Manganese
100
97
1 97
80-120
04/09/2020 1506
Manganese
20
100
110 1
94
70-130
04/09/2020 1628
Selenium
100
100
1 102
80-120
04/09/2020 1506
Selenium
ND
100
98 1
98
70-130
04/09/2020 1628
LOQ = Limit of Quantitation P = The RPD between two GC columns exceetls 40% N = Recovery is - of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not tletected st or abave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 81 of 92
LOQ = Limit of Quentitation P = The RPD between two GC columns exceetls 40% N = Recovery ie out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not deteonx] st or abave the LOD
Note: Calculations are performed before rounding to avoid round-offerrors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelab—rn
Page 82 of 92

ICP-MS Metals - MSD
Sample ID: VD04003-024MD
Matrix: Aqueous
Batch: 50254
Prep Method: 3005A
Analytical Method: 6020E
Prep Dale: 04/08/2020 1647
Sample
Spike
Amount
Amount
Result
%Rec
% RPD
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil % Rec
% RPD
Limit
Limit
Analysis Date
Aluminum
990
100
1700
N 1 700
1.2
70-130
20
04/09/2020 1634
Barium
150
100
240
1 95
3.1
70-130
20
04/09/2020 1634
Cadmium
ND
100
100
1 100
3.2
70-130
20
04/09/2020 1634
Chromium
ND
100
99
1 99
4.0
70-130
20
04/09/2020 1634
Iron
1300
1000
2300
1 99
2.6
70-130
20
04/09/2020 1634
Lead
ND
100
100
1 102
5.3
70-130
20
04/09/2020 1634
Manganese
20
100
120
1 99
3.9
70-130
20
04/09/2020 1634
Selenium
ND
100
100
1 101
3.0
70-130
20
04/09/2020 1634
LOQ = Limit of Quantionion P = The RPD between two GC columns exceetls 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not tletected st or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelab—m
Page 83 of 92
ICP-MS Metals - MB
Sample ID: VQ50924-001
Batch: 50924
Analytical Method: 6020E
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 04/14/2020 0709
Parameter
Result
Q Dil
LOQ
Units
Analysis Date
Aluminum
ND
1
40
ug/L
04/14/20201328
Barium
ND
1
5.0
ug/L
04/14/20201328
Cadmium
ND
1
0.50
ug/L
04/14/20201328
Chromium
ND
1
5.0
ug/L
04/14/20201328
Iron
ND
1
50
ug/L
04/14/20201328
Lead
ND
1
1.0
ug/L
04/14/20201328
Manganese
ND
1
5.0
ug/L
04/14/20201328
Selenium
ND
1
5.0
ug/L
04/14/20201328
LOQ = Limit of Quantitstion P = The RPD between two GC columns exceetls 40% N = Recovery ie out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not detected st or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelab—nn
Page 84 of 92

ICP-MS Metals - LCS
Sample ID: VQ50924-002
Batch: 50924
Analytical Method: 6020B
Spike
Amount
Result
Parameter
(ug/L)
(ug/L)
Aluminum
100
99
Barium
100
99
Cadmium
100
97
Chromium
100
100
Iron
1000
1000
Lead
100
100
Manganese
100
99
Selenium
100
100
ICP-MS Metals - MS
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 04/14/2020 0709
Sample ID: VD04003-012MS
Batch:50924
Analytical Method: 6020E
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 04/14/2020 0709
Sample
Spike
%Roe
Amount
Amount
Result
%Rec
Q Dil % Rec
Limit
Analysis Date
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil
% Rec
Limit
Analysis Date
1 99
80-120
04/14/2020 1334
Aluminum
440
100
810
N 1
369
70-130
04/14/2020 1508
1 99
80-120
04/14/2020 1334
Barium
44
100
140
1
97
70-130
04/14/2020 1508
1 97
80-120
04/14/2020 1334
Cadmium
ND
100
96
1
96
70-130
04/14/2020 1508
1 100
80-120
04/14/2020 1334
Chromium
ND
100
110
1
110
70-130
04/14/2020 1508
1 102
80-120
04/14/2020 1334
Iron
560
1000
1800
1
123
70-130
04/14/2020 1508
1 104
80-120
04/14/2020 1334
Lead
ND
100
100
1
104
70-130
04/14/2020 1508
1 99
80-120
04/14/2020 1334
Manganese
18
100
120
1
98
70-130
04/14/2020 1508
1 101
80-120
04/14/2020 1334
Selenium
ND
100
99
1
99
70-130
04/14/2020 1508
LOQ = Limit of Quantionion P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not —reed et or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 85 of 92
LOQ = Limit of Quentitetion P = The RPD between two GC columns exceetle 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD is out of criteria
LOD = Limit of Detection ND = Not —oted et or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 86 of 92

ICP-MS Metals - MSD
Sample ID: VD04003-012MD Matrix: Aqueous
Batch: 50924 Prep Method: 3005A
Analytical Method: 6020B Prep Dale: 04/14/2020 0709
Sample
Spike
Amount
Amount
Result
%Rec
% RPD
Parameter
(ug/L)
(ug/L)
(ug/L) Q
Dil
% Rec
% RPD
Limit
Limit
Analysis Date
Aluminum
440
100
810 N
1
369
0.099
70-130
20
04/14/2020 1514
Barium
44
100
140
1
94
2.0
70-130
20
04/14/2020 1514
Cadmium
ND
100
95
1
95
0.66
70-130
20
04/14/2020 1514
Chromium
ND
100
97
1
97
13
70-130
20
04/14/2020 1514
Iron
560
1000
1600
1
106
9.9
70-130
20
04/14/2020 1514
Lead
ND
100
100
1
104
0.096
70-130
20
04/14/2020 1514
Manganese
18
100
110
1
96
1.6
70-130
20
04/14/2020 1514
Selenium
ND
100
99
1
99
0.44
70-130
20
04/14/2020 1514
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not dstscted et or abave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 87 of 92
Chain of Custody
and
Miscellaneous Documents
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] v— pacelabs.com
Page 88 of 92

N
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a
PACE ANALYTICAL SERVICES, LLC
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Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] -pacelabs.com
Page 89 of 92
PACE ANALYTICAL SERVICES, LLC
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Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] vnvw.pacelabs.com
Page 90 of 92

PACE ANALYTICAL SERVICES. LLC
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co
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SV
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Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] vrn'w.pacelabs.com
Page 91 of 92
PACE ANALYTICAL SERVICES, LLC
;n,.a. r .,•.,m.�na w.,- _.:° ram: I ,: .
llw.unmt—nb,r[••kM --4 rr�rn.r rk, r,'�snlx
Sample Receipt Checklist (SRC.)
!`„alai• Inc„a-n.A h..rd ro• IXI I r 04.11714r20M , VF)44002
hdcaus of reec61i51 ❑ C11-1 ❑ UPS ❑ Ied:x [:I Other:
❑ Yes
®Nn
1. Wcru cuSlnd] Scu1S PNWFI( nn the cuulcr`7
Yes
No
NA
2. if cistody seals wem pr =t, wc-rc they intact and unbroken?
pl. I limp IL): 20-0209 Chlorin- Ship Ill: NA 'I cstcd bp: LKE
Original tcmperaturc upon receipt 1 Dcrivcd [Cnrre.�lcd] trmpe ,allre ,IPr'n NXipt 'a501id 51jqp-Ctlp ID; Nr1
4.2 ;4.2 eC 2.9 i2.8 'C NA rNA °C NA rNA aC _.
Method: ®Tcmpctature Blank ❑Apainsl Roulcs TR Ctm III: 5 JR. Gun Coacuticni Factor:. 0 _ °C
t'1Cl1AUd U:. WV1iYAl; ® Wet lee ❑ lce Packs ❑ Dry Ice ❑ Nate
❑ ]'as
❑ Na
perannc of any cooler cscccdcd 6.01 C, arcs Project Mawgcr Notified?
as Notified by: phone! email i race-tn-lace (circle one).
❑ Yea
❑ No
commercial conrier•'s packing slip atmched to this =orm?
4'es
❑ No
pruper cuslod� precedrucs [r linyuiyh:dr4,xrivcvl] followed?
%W�,
0Yc8
NoSarnpleIDSlisted
art theCOC?
® Yea
❑ No
sample Ills listed on all sample containers
® Yas
❑ Nool:e•,tion
date Fs lime limd ❑n the CDC?
Ycs
El No.
9. Wog call action date& l i nl e l Nwill n n sill ytlrnpl a vo maiuers?
❑ Yes
® Nol
10. l)id all container label infa•mation (ID, data time) agree will: the COC?
® 4'es
❑ No
11. W= tests to be perfornrod listed on the C)C?
® Yes
❑ No
12. Did tdl awuplea amine in Lhp.-apcon e cr luiners for each :est andror in gon ood cdition
(onbroken, lids an, etc.)!
® Ye,
❑ No
I,. Was adoyuatc sarupic vol— available':
Ycs
❑ No
14. Were all :ampler received within'? the huldinc- limn nr 48 hours, •.vh'.ehn,-r comes first?
Yes
® No
15. Wcrc anp samples containers missing�cxccss (circle one) samples Nnt lister) oa CC)C
❑ Yes
El No
®N,1
16. For VOA and ASK-175 samples, were bubble; present>'pes-�i�e" (r++" r>c (»oar in diamcma)
in any of the VOA vigils?
® Yes
El Nol
El NA
17. Were all ➢R0imxals1mnricnt samples rcccivrod at a pJ I of <2?
❑ Yes
❑ No
0 NA
18- V,rrrr. alI uyxuridu sacaplea n:cx:ivod al a pIi 12 and s1ilSd,: sa,n leg received at a pA.l 9`7
El Yes
© Nu
® NA
:vl; 19. Worc all applicable N11s7Kcsanide ph:no 625 O.S1ttd L) 46rirpl (rCG �I C['tl1dL!£d
eh1crinu7
❑ Yes
❑ No
® NA
gyp- 1Lrere client re:rrnrksrreyueata (i.H n4w:sfcc dig ittivns, Ai/A95D desi.Guatinns, etc... )
correctly n•.•mscrihed from the CGC info t}rc wrmncmt dwlion in LI415P
❑ Yes
Nu
21. 1Yaa the note nun,her Itsted nn the crmialner lah-1? 11 vGY, Qucrtc tl NA
Sample Preaenatino (�fusf bo compltd far any samples) inrorre.-tly pseuned nr wilh-ruulapa�c.)
Stnapk(s) KA Were Ireoelved i1100melly p—or-d and +vote a&-tcd acmrdir.c_ 1;.-
in —aplu rwraving with NA mL of circle one: 142SO4. 11NO3, I €C:I, Na011 using SIi r -NA
inre of preservarin:l MA [C rnurc ltran vac pacaar•auvc is nLvdcd, pl cast/ note in the coin meats he low.
Salnplo(s) NA were mcivod vrith bubbles 16 ,»nt ht di alrierer.
Sarr.ples(s) NA w r, r: n ed vith'IRC I C.5 mp/L (W419 is no) and were
,sd Listed aueordnlgly in sample rceciving vvitlr sodimn thiosul fate (N a2S201) with Shady ID1 NA
SR hamode ahels appliedby: LKH Date: 04U4/2020
C:nmmenLs, Cnl[ua.irm times for smnplc's -SS-02" through "53-9d" on sarhple kxdtles du rrut maWh cullcctian times listed on ibe_
CUC.
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] vnvw•.pacelabs.com
Page 92 of 92

APPENDIX C GROUNDWATER SAMPLING LOGS
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. July 2020
2020-04 Edwards Rd LF Rural Hall GW Report.docx

WATER MATRIX SAMPLING
'I WATER MATRIX SAMPLING
FIELD DATA FORMFIELD DATA FORM
RM
Site Name: RJRT Edwards Road Landfill Job •k:
Sample Type: Circle one - ;Manl Wr Well, DPT, Surface Water, Potable WSW; other]
502068
Sam Ie ID:
C _
Oats: L G
Sampling Personnel:
"drew H, M'
Weather CanditWns:
pe Clqud , C , Rain: oc+er
Time:1W &>
Wall e: mmF—sw—w---
,s d up Conpw wl
Well Tag Present:
Yes. IiD
Wall Locked: Yea.
ck Present: Vea,
Well ID Infe. on Ta :
Yea,
Well9olled: Ye R¢
Wall Cap: eo ND
Well Cap Cono Man:
Good, R
Osier"
Well Pad Condition:
Cracked, , Omer
Well Locatlon: Grass,
ell
NA+oma,
Ctller,
Addigonal Comments:
Total Depth of Wall IT.D.I:
l7
Screen Length:
5. 10, ls• 20
caner:
Depth to Water D.T. :lit
Well Diameter.
2, a, a
i"crie"hw'
Field Parameters measured with: 'ya PlIw
Casing Typo;
PVC,
steer"
Purge Rale: JOV
Ml'wn
Sampling DaWre:
PenWelhq iAonsaon
Moe, slier, one. CN—
Tubing Type: p&vAws&w
measuri Paint:
TOC
0111er.
Pump Intake (lt below M.P.)!
j4 00
Color-
Odor:
Yea. No
Time:
min
Volume
Forged
DTW:
feet
Temp
pH
aid units
SpC
uSkm
D❑
m IL
ORP
mV
Turb
NTII
Cammenls'
fAM.11milm
Cmerla°
(gallons
lave rope
bdopy°
+e-
0%
•F
0.1 urk
•t-
9%
•F
10%
•t.
n0a1V
.1.
logo
14 i;_
t6l O
f,. -'P
zsnEj
0,61
15 -'i
16,1
+S
7.
Ic
7
l� z
Z S
L
z. t
8•d
IU
6
is
P.
- 0,G
'✓. y`
as
CG c
f .3
G
5.
6.5 f
zce
r9-Lc
- 1
vi.g
66,
19,
3Fi
86
C,
—1. C,
.Is
Ofldal Samu4na Dale & Time: 01 to -'-to t rggc
Sgmotes Cocecxed: AnalWs Reouested: Preservative- Hold Thne ldsysl: LW;
rrol
[I I - oo ra1'exunM V Nezr,d xrl,.+l Yr i'+Yrs w nrwM9 Y reYcr rru��pirN wrn ui� x.'1 e. rnwl nY. xN hm`n
� - a.�eam..w,u owed a iare..ni Ikw amY..w•. nnrerwen
W-+aYeiwek..wrenwwnrwnlntr.fxM rynrw Nwbwnen runw,aregera..k..�_... at m,av/'
I, of
ii.
FR M
Site Nance: RJRT Edwards Road Landfill JJ Job #: 5D2068
Sample Type: Circle one onitor well DPT, Surface Water, Potable WSW: other)
Sam to ID: • ..
70 2 0,3 3 1
Date:
Sampling Personnel:
Andrew H k=l
Weather Conditions: Su
PwWclowjRain. ovlra
Time:
Well T Flush surlarx Comore M. 5rkk u Can
Well TagPrasent: vest Na
Well Locked: , Y a
Lock Pros anlx ��No
Well ID info. on Ta Yee; rro
Well Baited: Yet, No. igW
Weli Ca : r yak'. no
Well Cap Conditlow Grad/ Re ace, 01he'
Well Pad Condiaon: oa, Oeler.
Well Location: Grass. MphBll Corlcfete" woods. 01her.
Additional Comments:
Total Depth of Well fT.D.I:
1
Screen Length: 5, 10, 5, 20 ("At thec
Depth to Water D.T.W):I" '
Well Diameter. � e. a, a Indies -whet.
Field Parameters measured
uAlh:
Casing Type: r PVC, Sisal oher-
Pur eRate:
Amin
Sampling 6eyi00: a pefistafia elornaan Germ, Baker. PDB, Otlmr
Tubing Type; pWralh
Measuring Paint: TOC other.
Pump Intake jtt below M.P.:
Color: .1 , Odor. Yes, No,
Terse:
min
Volume
Purged
DTW:
ffeatl
Temp
M)
pH
(91d unital
W
lu&bmlm
DO
ORP
mV
Turb
NTI!
Comments:
StabaltMo.
Cnteda'
akonsl
ilea rwle
tleWwl"
.F
?%
W.
03 una
♦I
s%
H•
10%
4.
10 rill
.L
tots'
,•F
ICI. F
,"7
l
'
r�L
yJ6
p {,
, 101
c L/
6 1,G!
i
❑ffictiz! Somollng Dale &Time- —rT—,a --� t U_-�flr't •._. C.'
Samules Cokeded-. Analysis Reques(ed:l'� 7 40 Pteseraalhw Hold Time {days): LLw
�: a...rmar.�.a..�.rr�.e..e..wvn�nr.wrw�+.. •.... mna..w,...www�
rr,-ia�.wfe. wnr e..r srr.. na[ nw�e m+v+a.rrwinrla.
de-i.W¢•e.¢nnnrbwrne non el mW�e q. P�efNrw�h.lrnre��+wmi,nebwwneeen¢ine.Ab

WATER MATRIX SAMPLING
FIELD DATA FORM
FRM
Site Name: RJRT Edwards Road Landfill Job S: 50206B
Sample Type: Orcle one oniror Wel DPT, Surface Watet', Potallle WSW; otherl
sam le Id:
- c'r
Date: 013,3fltr
Sampling Personnel: codraw
AD Micheal R.
Weather Conditions: 3
Pa.dy Ckedi, Cloudy.
OIM
Time: L ac5
Well T e: Plush $wlaoe Cpmdeaon, u Com
Wall Ta Present: E&
No
Well Locked: No
Lock Present: Iya No
1Ne11 ID Info. on Te es Ho
Well Bolted: Yes, N
Well Ca No
Wall Ca Cpndido
G ftepleoe, Omer
Well Pad Condition:
Cracked, RaWam ohw:
Well Location: draaa AsphaB, Concrete, wauA, dlhv
Additional Comments:
Total Depth of Well (TZ,I: 14
Screen LeagEh;
5..6 15. 20 Texadiv
Depth to Water D.T. : nl
Wall Diameter: {7j e, a. 0 Irrliea-olher
Ftetd Parameters measured with:
Casing Type:
asset au.er:
Purge Rate: rn
m jmm
Sampling Devica=
s N Monsoon- Gruldfae. Bak+, PoS, Other
Tubing Type: Paly6 ana
Measurin Paint:
TOC other.
Pump Intake fH below f P-.1:
6-
Color:
Odor: Yes, No
Tlme:
min
Volume
Pumed
DTW:
rfeetl
Temp
M
pH
(W uniis
3PC 1
uSIM
DO
(MOIL)
ORP
mV
Turb
NTll
Comments:
Slahalirmion
coisra,
{ lane
lase nela
t lo4
♦i-
3%
si•
6.1!MIX
10,
391
rr-
TO%
ar.
16mV
.0,
10Y.�
141 JQ5
^s.
13.3
3.[.-
lyz,
t •So
:t3. L
a l
v
c
3.L
5
Le.'Z
tr-47
IK ob
s6
�s.2
z•'o
a 1.3
1-".o
zdr
.s
z.9,0.
LL5•
11A,�:3
0 0
SO
�:
15
13 • I
+� 5
1�:
Z•5
�
f3•sl
t
Olfidal Samalirm Qi)W 8 Time• U3 131 i-0 r I q `I C
samples C4lfecled: l� Bold Time rdWj Lab:
zso .L C.G1� p ov 3
Srx,K{- file rprl5 O
-% M-01-Wf-tot7o33i ,ue:a)CP 63/3117-0 > *-
rl] • ae �.rur.sy`nrw�n a x.rw.wrnw�a.s wrra n.w+.r.....enen we. ru.w..r. ra+r m r.er rr
O . •.,tynr.n wrti o-sM uLw.etl" - ' e.wrawr wwYrwlr.
pl. xiµ dwuw-M1,N.rr l.arnr a.wn.aztl PwV,Arrk4wW h�wyr rya..e.,.wuao.wPaim
WATER MATRIX SAMPLING
FIELD DATA FORM
.Jame: RJRT Edwafda Road Landfill
ipie Type: Circle one MonlWr web T, Surface Water, Potable WSW'
le ID: f•TT ''C•`�it
r.D"
ipling Perspnn9k ea
0 R-
Job M soma
�0
e: Flesh $urtace cmnplsaan, va Cam span
Wall Ta Present:
Na
.poked: No t,pck Present: No
Well ID Info. on TaI
No
felted: yes, Na Well Ca No
Well Cap Carldlflon:
Replace. darer
ad Condiden: Gbad, Cracked. ReWaC& ONar
Well Locatlon: Grass, Aal1Rs, Concfeta• 011-er
Iona$ Comments:
Depth ofscreen
Length:
14 vs, feetalher
i to Water D.T. • nl 3 11
Well ➢lametel:
r• p 9 inmes-0srr
Parameters monsured with: y5I 7
Casing Type:
Seel omer
r Rate: SZ) mlJ.nin
Sampling ➢eviea:
Pad Monsoon, Qpew-. Bala.. PDB, ohm:
i a:
measuring Point:
TOG ether:
.Intake Vt below M.P.j' l
Cohr: C.0 GR
Odor. Y
rpm
off a aT e)Y1 311 sa 1 G3aS'
Semmes CallerJed Analysis RmuestM' Preservalya: Hold Timn 4uk4 Lab,-
'� sy11. w+ttxws lam
T�$
�-rm.wMbnn vx wr wr,tim�nN�l rFn•W w�irfr�e�rww iw �rr�.brwbawnr`vd.i nla'a/1

WATER MATRIX SAMPLING WATER MATRIX SAMPLING {'t I... C4
FIELD DATA FORM L�il� FIELD DATA FORM ARM
Site Nanm: RJRT Edwards Road Landfill Job d': 502068
Sampla Type: Cirde one (Munitor Well , Surface Water, Potable WSW; other;
Sam le ID: W - 0 3 A " GCl Z ) r31'
- IL
Data: 03 3ol LGZ0
Sampling Personnel: Andrew H. dleal R.
Weather Conditions: 5 • Pe CI Gluudy Raln: paw -
Tim; Its ll-.�-�• +{i
Wall? F1u>dl Compietlan, Com
Well Ta Present= Y No
Wall Locked: Yee, Lock Pmaont: Ye
Well 10 Info. od Tag.(Yflg No
Well Bolted: Yes. No. A4 Weil Cap, Yda,
W011 Ca Cgnd Won: Good. Replays. 0a f2 L`
Well Pad Condition CracIG.M, R IXhar
Well LocaUanf-cxaes, ati Conaem, woods. oe+er,
Additional Comments:
f
Total Depth ofWall (T.D.): L, c Y
Screen Length: S. 10. 16. leecou.er-
Depth to Water Q.T. :III 1 05-VAWag
Diameter: 2 i. 6, a A1cmu-olher.
Field Parameters measured wlih:
Casing Typ®: PVC 9tad ealar:
Purge Rate: X 10 mLynin
Sampling Device: Ira Mensoom [itu wib llaww. Poe• Of"
Tubin e: Pal- one
Maim ring Point: TOG other:
Pump Intake (ft below M,P,j: (,1
Color, Odur: Yss,
Time'
min
Volume
P ed
0TW1
fee!
Temp
pH
s[d units
Spc
uSlcm
DO
m IL
ORP
mV
Turb
NTJ
Comments:
Slaba'Mla
rwex 1
lolls
(see pole
bui.W
sh
3%
N-
al Ira;[
#
a%
iF
10%
H•
10 mV
.F
10%
fl
l2.
3
Q-
} Iti
T 5
i.
Z t?
11
•f
'1, �j ri
.-,6
o'
dr
.C�i
Lr
3
Do 13
,f-IH
4- z s
t�
r 35
Official SamiaWo Date & Time: 4 i_
Samples Collected: Analyw-ieqlle6lad: Preseruativr: Hum Time idaW Lab:
Mm
pr•m.a..,...srawwm,.r..a..w.w m" w••agswr.q...er.w�*w
m•sere..�wwn..au....w,........a.._...
PI•rw�awarM.wt•e.1ia.[rr0.lnp]oM
Site Namei RJRT Edwards Road Landfill Job &- 502058
Sample Type: Circle one - 2onitor W OPT, surface Water, Potable WSW; other]
Sam to ID: W • U - r
- Ze7Lt: AJ i
Uate: v41cJ jlGa
Sampling Personnel:
w - eai—R
Weather CondTtions: 6jjW
Pa* CkWy, Claedy. Rel.: 00.r
Tlrna: jjj go
Weill rlurn tiwfaoa
jW
Well Tag Present:
MNa
Well Lacked: No
Lock Present: No
Well ID info. on Ta
No
WBSI Bolted: Yes No,
Wa11 Ca No
Well Cap Condition:
Oilier
Well Pad Condition:
Cracked. Rapiam. Olhar
Well Location: re
Concrete, Wacdx OV-r,
Additional Comments:
Total Depth of Wall (T.D.): '4L t1C7
Screen Length:
a. is. 2a re"her
Depth to Water QT.: "t 81y, 0
Weg Diameter:
V. i, 6, a arrAlea•odw
Flafd Parameters measured with: yy 7 e,
casing Type:
LFW .1 mbar:
Purge Rate: 180
n,Lmwr.
Sampling Device:
QamMo Molls Gundlaa- eMler- PUB. Cher
TuWn o: Fb1jMhftm
CAeasu ring Point!
TOC other:
Pump Intake (fl below M-P-]: 11
Color:
Odor. Yes, No
Time:
ONO
Volume
Purged
DTW:
creap
Temp
pH
aid Urals
SpC
vShm
DO
mcUL
ORP
mV
Twb
NTII
Comments:
slabalwim
Cr8-0
[ bns
tsee role
blow
ri•
3%
H•
p-1-1
+A
3%
r1-
10%
.7-
10mv
.i-
10%r
t7r15 6
ior.01
i-t, g
1.PJ
gor,o
D. R
qe
10
S
(45L7,00
1
.L1r7
4
i°l. C.
oR•gr
l
. 19
■5
, j,.
'- I
,41•
5 L
,q-7
I 1
Ll 3
3 917.
6.
-5
7
4
4
y.L
J. Z170
=56.
7.3
Orridat Sam -PI ne Pats. & Time : is r low-w i tf b
Samples Collecw: AnaLGM Requested. Preaervalive• bold Time IdaY1 Lab.
HWee
ni-o+..x—u..+w m e...�,.awr.rr w w�ww...awe.rn•....�..rrs r...� �, w rwry..w.w rqm.
m • wuwwn ww.e.w e.a.. r.a..w.. mwwvn• n.xrew...
QI• Twl b.rh.n •.t u p.lru xr •t np.11 q rays Nl.na wrrw n.>aMna r..p pe.pr.r yarar m W p q

WATER MATRIX SAMPLING
FIELD DATA FORM
Site Marne: RJRT Edwards Road Landfill Job it; 502066
Semple Type: Circle one • onitor We OPT, Surface Water, Potable WSW: other)
Sem lelM,f-w-::] Lr [,•Za:-rknW
Date: O 'L ti7
Sampling Personnel:
rew
Weather CondlBons:
PAMycloWy2 Claud , Rein; Darin
Time: nq Lf S
Well Type; FlomSurtaceComde u es
Well Looked: No Lock Presaptr flo
Well TagPresent:
Well ID info. on Tag:No
ea. No
Well Bolted,, ves, Ho.
Well Cap: No
Well Cap Condition:
Replaces Omer,
Well Pad Condition:
ersdred, Replaces pine-:
Well Location:
wpndl" Conmme. Warne, other
Ad didona I Comments:
Total Dotnh of Well (T.D.y:
Screen Length:
S to. t5, 26
faetathar"
Depth tD Water D.: n'
Well Diameter:
2 a, a
Irionee•o�nr
Field Parameters measured
with: ! 7AO
Casing Types:
PVC,
dnx
Purge Rate:
rdLhw
Sampling Device:
Pe-tahk. NOnaaan.
eeaer, Poo. Oder:
Tubing e: PaiIr one
Measurri Point:
TOC
other;
Pump Intake (it below M.P.I:
3W
Color:
Odor:
vac Ha
Time:
mm
Volum
Pu ed
I OTW:
fee[)
Temp
OCI
pH
gld ungs)
SpC
(uskrn)
DO
(mg'4-1
ORP
mV
Turb
NTU
Comments!
Stabahlaow
Cntaro'
101W.0
{see npe
hNbr/t'
11.
3%
rA
0"1 LWA
N.
a%
r4
10%
O.
to mV
r6
f09.
tr?U
z,
La Z-
I L,n
038
1S.G'
51-,;5
lj,3L%
-4•!z
3-33-6
I.M
a
Z"
,
IX
'i -17
33,9 0
33.
l
!f .S 0
I3'g Cl
•3E(
Iq-j
V.s7
41. Y
31 .c]
14-55
1rrfb6
T-36
0"14
—LI, f
'fcs.1
43
I3.R.
7,3
3341
:36e
—0.6
7y.1
�Sr�i
13.
.3f•
- , �
.3C
pry
3 .
Official Samolino Date S Time: (W Io l I w e I a -w
Samples Callecled: Analvai5 RegLest4-A: Preservative Hold Time fdays): U&
wA TER MA TR►x SAMPLING
FIELD DATA FORM F R M
Wfe Name: RJRT Edwards Road Landfill Job al: 502068
Sample Type: Circle one onitor W OPT, Surface Water, Potable WSW; other)
Sample ID: raw -
- 0 .4 UL
Data: E- L u to
Sampling personnel:
Andrew H" Micheal
WeallterCondilfdrta:
PardrdaMy. Cioudr, win; auw
Time: f::'f S
Well f!kmh Slrface
Sad1 u Cam o
Welf 7a Present:
Nv
Well Locked: Ha
Lock Present: Ho
Welt f6 info. on Ta
Ha
We119olled: v
Well Ca no
Welf Ca Condition:
soa, Oster
Well Pad Condition:
Getkad. Radom, ah".
Well Location: Viift
AaO W, Cnwala, LVwds, curer,
Additional Comments:
Total Depth of Well (T.D,I:
Screen Length:
s, to- 16. 9D
raalalher
Da ih to Weser O.T. • "l
Well Dtalneter;
i, S, a
lwvj -0 :
Field Parameters measured rrllh: $i Aytc3
Casing Type:
Steal
0—
Purge Rake: l' 'd
.1-W.
Sampling Device:
Peristaltic, Min-.00n
Balm, PDB, ether
Tubing T ens
MeasuNn Point:
TOC
alter:
Porn Intake Ift 4elew M.P.): 60
Color:
Odor:
Veg, No
Time:
min
Volume
Pur
DTW:
feel¢
Temp
pH
sid units
SpC
u51an
❑O
fL
ORP
mV
Turb
NTU
Comments:
$lahelvatlan
cmwi,w
fwgom
tees rote
below
a1.
5%
aF
0.1 uml
rF
$%
N-
10%
♦1-
10 mV
iF
1o%,
f Ca
L.3
6.1
5•.2C
-ZZ6.
7.1 L
'S5-y
'1Z,'3
-L-A
i
5.6
U( . b
x. a,4
I03,'
Ixm r
a.v
11
5�•
11L
11,r+
t-S-A
'G'IG,-4
.rid
ljqpt
"&•
yo
, its
4,6, S
x +-
!q
•t-'
I
S.
till .
7-a
i1.
f -0
. S'3
i 16rl
$' G
Z -Al. S
7,01
Ils.'I
S. Z,3
gs
53.5'3
i. 3
S S,4
L .❑
6
f' -
r t. 11 Q
Ofhdal UnoUna Date & Time fill rnLl Lv f 13 ZS
Samples Collected: Analvake Requested: Pneservalive: Hold Time ldaval. taL
rhea:
lu- w.u,rw..drry srn.Irr re. tiw �.wra�r nrra rr.�way rn nn,wra r, W en re nrre«iwn
p,-m.n..rnri.r...rar wwruerwr.m.,�n�+.rww�..
W,-feu h..ee.nFrr6rYulW arw�ssp.P.pa,W iebaxrrwrrrewnr.re 4.�lan, .. e., n,ovnl

4
WATER MATRIX SAMPLING WATER MATRIX SAMPLING
FIELD DATA FORM FIELD DA TA FORM
Site Name: RJRT Edwards Road Landfill Job #; 502068
Sample Type: Circle one onI[ar Wei OPT, Surface Water, Potable WSW; other]
Sample ICI 11..a„ • - h]G-7-- . UcA caL
❑ass: Olt r ❑ L 1
r-t?
SamplingPersonnel;
q H. m
Weather CondltlonS:
pe.dyclo dy. Claud . Rehr; Haler
Tim: ' • O
Well Tye: Fiueh Swf-- cwn etion. 6;-UPCmaMq>
WallTall Present:
fQ No
Well Locked: I& No
Lock Present: "0
Well ID Irdo. on Ta :
fio
WeII Rotted: Yes, Rp,
Well CaYes. no
Well Ca Condition:
wlpw, Other,
WeII Pad Condition:
C4a0e4. Replaw. Cmrrr.
Well Location:
. AephelL Cone Woods. Ohre+
Additional Comments:
Total Depth of Well (T. D.I:
't, 5 471
Screen Length:
5, 10, is. 4 p lieei•aehar
Da 1h to Water D.T.W : i'l
110. O
WeII Diameter:
fnchesmlher.
Ffald Parametersmeasured
wills M.i Y. ji-O
Casing Type:
glad cow.
Purge Rate: 1 y
mLeein
Sampling Device:
n netaldp. 10 u n. PDBer , out
Tubin Typo: Pone ens
MeaSurlh Point:
TOC other.Beier.
Pump Intake lit below M.P.):
-L S
Color:
Odor: Yes, No
Time
min
Volume
Purged
[fTW:
(feet)
Temp
9C
pH
S!d units
SpC
u81cm
DO
mil.
ORP
mV
Tuft
NTU
C0m1nanls:
Stakefaaiian
Cfaw:h'
eayre
Isae r.Me
i
H•
0%
H-
0.1 unit
a4
Sib
.4
10%
a♦•
10mv
a}
tall'
ti3ai
u.3 Ls.l
L"i.L7'
i
3.
-z•L
to9,
s
13.3
6 ❑
10,F'i1
H •7
❑r9L
-sL.M
15.K
p
ll
16-6
1,11
Fi
173.`t5
ig.q
11•3$
440
0.�Z
t
3 ta3
u ,bCl
6•7-
11.34
k
'r-S
-lc.•LC]j
.'#
t S
tip.0L
184
ti. r6
v
I, t s
i. +
he
a• t
- O
o.
Ofagl SaMWM Date&Time: ZV
Analysis Raouesied: Preservative: Hold Time ldaysY I&
ds�F:
ro-or w.�: ,.,...e.w a,w.�w...�,.....,,...,..e.....
.aern
ERM
Site Name: RJRT Edwards Road Landfill Job X; 502068
Sample Type: Circle one - {Monllor Well, OPT, Surface Water, Potable WSW; er Ir TC-TC
Sam IeID: e j4>
Date:
Sampling Paraannel: ioheal R.
Waadter Conditions: su 07oue , lran other
Time: l 6
Well T e: Fkah armm Cwc1w n, l K Up CongdM
Well Ta Present:
Ye
Well Lacked. no Lock Pmen No
Wall tD info. m Ta :
Yee. No
Well 9olted: Yes, Well Ca No
Wev Ca Condltlon.
11 Ou+ar,
Well Pad Condition: Cana Crad:eo. EteTaaoe. aher
Welt Localfon: c.aea,
' s, corrinle, s, Omer
Additional Comments:
Total Depth of WeII fT.D.p
Screen Length.-
& 10. 16. 20 rmt-"li r.
Depth to Water AT.ft i I 7
WeD Diameter: 1I
2, a, a, a Inds asp
Field Parameters measured WIN
Casing Type: [Pve VAxN oNer
Purge Rate! mu
Sampling Device:
P&issaic- M"m Crundtoa EIVe Milk Wwr
Tubinge:
Measuring Point:
TOC other:
Pump Intake (ft below M.P.):
Color:
Odor: Yea, No
Time:
min
Volume
Pu ed
DTW:
feel
Temp
r'c
pH
sid umisl
SpC
uSrcm
DO
m rl
OPP
mV
Turb
m
Comments:
sFa6aizenon
Cdreria'
[see nde
6BWv/i'
3%
01 up 7
alb
10%
10 mV
� '
!� a
!_ u
�rT71
S
P
Official Samolino Data & Time. MH 1 21 -LO i 1315—
Samples Collected: Analysis Reauesled: Press live, Hold Ti— fdaysk ,LW.
irl-ws, iraw. i.� w wy..�y.A.eu �tirq udu.r�y>.,Yw.,u�.p�.fy w e,.� w e.,.Mnlur wewrw
a-r.we..ar.iw.wvar.arnarnralr Al r..�arw,nw�,r.aH�.rnwme�v m«.rrr�wrai .i a.cn
-%is

WATER MATRIX SAMPLING
FIELD DATA FORM
ERM
SO Name: RJRT Edwards Road Landfill
Sample Type: Circle one - IMonitor Well, OPT, Surface Water, Potable WSW;
Job $' 502M
Sam IeID: }'2- 7,1 114c,•
Dale: O [�
Sampling Pendnnel: raw H, fcheal R
Weather Conditions: Sunny, CIaNr, Ran; Ce+er
Time:
Weil T e: Flush yLdaoa Cots Bann, on
Well Ts Present:
Yes,
WB11 Locked: � Na Lock Presen : Ha
Well ID Info. on Ta Yea, No
WeD Boiled: Yes. ROAD Well Ca No
Well Cap Condigan:
RepUca, Cora.
Welt Pad Condition: Cwod, c.dkmd, R Other
Well Locatlon: G s
,—AWaik Conuete
ad-;
m Additional Coments:
Total Depth of Wall ITJ3.j: 1 7
Screen Length: s. io, is. 20
6si•carer,
Depth to Water D.T. : n1 VI.
Well Diameter, -
2. 6, a, $
Inchaaclhar-
FIeld Parameters measured with: NA
Casing Type:
. Suer
oars'.
Purge Rate: N ml.lmin
Sampling Device:
Ponstalric- Monacan. GrwtNw, Ppg, Clhar
TuNno jypc > dyelMb
Measuring Po}nL•
TCC
other -
Pump Intake Ift below M.P.):
Color:
Odor.
Yas- No
Time-
min
Volume
Pu od
I) W
feel
Temp
C
pH
std units
w
uSkm
OO
CRP
mV
Turb
NTU
Comments:
Stsbgk a lon
CriWia'
atrna
lees noes
below]'
H.
99'e
0-
0.1uNr
1-
SW,
+1-
10%
+r-
10mV
+A
1d%r
r rxrsi7
OfSdal Sometiae Dale & Tme: 0,11 d 11 ty r 14W,
semek s Collected- Analvais Recuestea Preserva ft Hold Time Movak Lab-
ff4lah
trl- oe w....wa.pa m rs.err a»rs.n.rwwmw..rr�o k,rwr.•Mwrrwv rwn w car a ieniv wrw rx ie..�,
pi-rerwr».s..x.r e W Mu.. _. at m W-1s q P.ru+e r..w s .wee u r,.rnr.rcp aey w«Arwi wxwal .� W.n.a
WATER MATRIX SAMPLING l
FIELD DATA FORM
RM
Sfte Name: RJRT Edwards Road Landfill
Sample Type: Circle: one - (Monitor Well, CPT, Surface Water, Potable WSW;
Job S; 502WIS
Sample 10: -• w zip u' L
Date- OLI I + jCJ 4U
Sampling Personnel: - Micheal R
Weather Conditions: S.+ary. and C im'lr, C , RaiiO Other
Time:
Well Type: Flush Surface Cwplebw. Up CampYSian
Well Tag Present:
vex
Well Locked: No Lack Present No
Well ID info. on Ta
vas,
Well
Well Bolted- Yes Na Weli Cap-(ft No
Well Ca cc nd Blan:
Replace, Oil—
Pad Condition: Good• rmcl, d, Reol c . Qther.
Well Location: crass,
Asphaa. C W=
oa>er,
AddNtonaI Comments:
Total Dapth of Well [T,13 j:
Screen Length.
5, 10, 15, 2p
feet -carer
De oth to Water O.T.W : 01 3,(.1
Well Diameter. 2, A. a, a
uohasalnar
F leld Pa ra mole rs measured with: wq
Qning Typet g=
Steel
oerer:
Purge Rafe- •— mfhain
Sampling Device:
r%tisleltk. Monwm. Gnindre%LBai19DPDl3. Omar.
Tubing e:
Measuring Pont:
TOC
olher:
Pump Intake Ift below M.P.): "PF
Color:
Odor:
Yea. No
Tlme:
min
Volume
Pu ed
OTW:
teal
Temp
cc)
pH
(std units
SpC
uSlcm
d0
oRP
mV
Turb
NTU
CAmmenls-
Gish wim
Cni.ro'
store
tax rote
helnaf'
'A
3%
+ti
o., uni.
.I-
3%
w.
10%
r1-
to my
1e4d'
,e
r J r» ro
z
Official Sampling Dale & Timer 6'-jl1..r1 zz? r 1 Z (X,>
Samples Collected- Analysis Reauestea Pn:senaiela: Held Time fdaysi: L
N n
rq • rae�ewavew Cry m rn rw.+r �. vrw�.a
PI4 r.e.r rw w a Hrwre n mawre --ar ni 0.st k

WATER MATRIX SAMPLING
FIELD DATA FORM
FIR AA
She Name- RJRT Edwards Road LandkR
Sample Type: Circle one - (Monitor Well, OPTr, urface Wata
Job d:
*table WSW; outer)
562M
Sam leld: L•1.F►1C�
=Je-
date: r [-J� C c] I Ci
Sampling Parsonnal: drawH.
rhe5i•R-
Weather Conditions: Swm. rd C
Ckludy. Rain; vaw
Tlma: •ct.
Well ? NUMS&ldf Coen &kk U ccrn eeion
Wan Tog Pr¢Gen1:
Yes. No
Well Locked: Ves, No Lack Present: Yes. No
Wdi Id Info. on Tag:
Yea No
Well Bolted' Yn. No, too Well Cap;
Yea No
We11 Cap Condition:
Good,
e Cm—_
Woll Pad Condition: Good, Cracked,
0—
Well Location: Grew A&Ftwk
Ccaarele, woods. Olhw,
Additional Comments: pA
Total Depth of Well (T.D.): O A
Screen Lenglh:
5, 10, 15. 20
feabad.ar
00 Ih to Water JDJ,ft r" pil
Wall Dlameter:
2. 4, S. a
eeiles.lhx: O} 9
Field Parameters measured with: Y&•'dC j'Tw-A
Casing Type:
PVC, Seed
otw:
Purge Rape: mU in
Sampling Device:
PerisiaMc. Monsoon. C—arm, Beier• POB, phar
Tubin
Meas LI(Ing Point.
TOO
olds'
Pump Intake (it below M.P.): d.>q
Co[ar:
Odor:
yes, Na
Time,
(mini
Volume
purged
DTW,-
feel
Temp
pH
Std units
SpC
uSkm)
DO
(mgfL
ORP
my
Turb
NTu
Comments.
SfibalirAw
CmErwl
11-6
(see r m
h4 wl'
+i-
.1%
"I
11.1 unit
-1-
3%
4.
1095
N.
10 mV
•1.
lost'
a
-
-11-
a
n.w
A j 0
7c•
r ao�ty
G,qzd
7.3 &
Oar
I0.1.2
d3.
Z41.4
�5.3e�. Lce2[7 rn u
ps Lt
-
iI- J
6.S-
xxy r
Lf9. a
56•6 - i-Zvw010
,
—11-A
13. IR
f5
1Z.s
-L
1O.
S •r1a•4a - of
n
Tt'lb
1.1
13•
Ss' fi7- z�wv�c
I l'•
f •c
TrL
RC, 4
%4
(C.'
1� .r
$i-?0-W,%-w -
-
65
K1Z.
If1l#
2`l.
SS-4r]-w5-dawnsal
-
L•�I
7,l •f
36
S »nL-w-aezcxr
-
t,'l
,de
91
Y•F
�i.
31•a
SS-3�-wS-yoLncKt �.
-VI
9(9da15amolino Rate & TIMw 1
Samples CWWded: Analysis Reweeted: Presenahve: Hotd Time fdeval L&
Ewa
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