3405_Forsyth_RJReynolds_RuralHall_Indus_Sept20GW_FID1516600_20201202

Signature v e-1, Date
ERM NC, Inc. - 300 Summit Avenue, Suite 330, Charlotte, NC 28203
Facility Representative Address
DENR USE ONLY�J [:]PaperReport ❑Electronic Data - Email CD (data loaded: Yes / No Doc/Event #:
' NC DENR Environmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, INC 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
E-mail: alan.martin(a)erm.com
Phone:[phone]
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 September 23-24, 2020
Rural Hall, Forsyth County
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring ❑ Detection Monitoring ❑ Assessment Monitoring ❑X Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑
Groundwater monitoring data from private water supply wells ❑
Leachate monitoring data ❑
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, INC 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 RepreseVt kiye Name (Print) 1 Title (Area Code) Telephone Number
December 2, 2020 ix NC Licensed/ Professional Geologist Seal
*as*.-�
NC Professional Geologic Corporation # C-470
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
ak o_

ERM ERM, NC, Inc. Telephone: [phone]
300 West Summit Avenue Fax: [phone]
Suite 330 www.erm.com
Charlotte, NC 28203
December 2, 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 — September 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 September 2020 groundwater and surface water monitoring event associated with the
subject property. 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

r
Al
Groundwater & Surface
Water Monitoring Semi-
IAeynolds Annual Summary Report —
September 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
December 2020
Project No.: 0551517
The business of sustainability ERM

Signature Page
December 2, 2020
Groundwater & Surface Water
Semi -Annual Summary Report
2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Alan Martin P.G.
Project Manager
JGENSE� • :�9
184
\:qN D. M
%-r� A �J x4ov_"
Thomas 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
Monitoring
— September
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. December 2020
2020-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING CONTENTS
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 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
Figure1
Site Location Plan.......................................................................................................................... 9
Figure2
Site Plan.........................................................................................................................................9
Figure 3
Groundwater Flow Directions........................................................................................................9
Figure 4
Groundwater Sampling Results — September 2019......................................................................9
Figure 5
Surface Water Sampling Results — September 2019....................................................................9
Figure 6
Sulfate Isocontour Map - Groundwater..........................................................................................9
Figure 7
Hydrogeologic Conceptual Model..................................................................................................9
Figure 8
Sulfate Trends - Groundwater....................................................................................................... 9
Figure 9
Sulfate Trends — Surface Water.................................................................................................... 9
List of Tables
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
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. December 2020 Page i
2020-09 Edwards Rd LF Rural Hall GW Repon.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
1. 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 September 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 September 23-24, 2020
and are summarized in the following table:
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. December 2020 Page 1
2020-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Sampling and Analyses Plan
SUMMARY OF MONITORING PROGRAM
Analytical Parameters
Sample
Metals a
Sulfate
Total Dissolved
Field
Location I.D.
(EPA 602013/
(EPA 300.0)
Solids
Parameters b
7074)
(SM 2540C)
Groundwater:
W-1
✓ ✓
✓
✓
W-2
✓ ✓
✓
✓
W-3
✓ ✓
✓
✓
W-313
✓ ✓
✓
✓
W-6
✓ ✓
✓
✓
W-7
✓ ✓
✓
✓
W-8
✓ ✓
✓
✓
W-9
✓ ✓
✓
✓
PW-1
✓ ✓
Dry, no sample collected
✓
✓
PZ-1 °
PZ-2
-- e I ✓
✓
Insufficient volume
PZ-3 c
Dry, no sample collected
PZ-4 c
Dry, no sample collected
✓
✓
PZ-5
Missing, will be replaced for April 2021
sampling event
--
PZ-6 d
PZ-7 d
PZ-8 d
-
PZ-9 d
--
--
PZ-10 d
--
--
Subtotal
12
12
12
12
Surface Water:
SS-01
✓
✓
✓
✓
SS-01+150 d
--
--
--
--
SS-01+550 d
--
--
--
--
SS-01+850 d
--
--
--
--
SS-02
✓
✓
✓
✓
SS-10
--
--
--
SS ' 5
--
--
--
--
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
'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, PZ-3 and PZ-4 were dry during the September 2020 sampling event.
d Temporary point not included in routine sampling.
2 Analysis for all metals analyses in PZ samples discontinued per NCDWM authorization 71912020.
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 September 2020 sampling event are presented in Table 2.
Groundwater flow directions are presented on Figure 3. Groundwater and surface water analytical data
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. December 2020 Page 2
2020-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING DESCRIPTION OF WATER QUALITY CONDITIONS
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
from the September 2020 sampling are presented in Table 3. Field collection parameters are provided in
Table 4. Historical analytical data for both groundwater and surface water are presented in Appendix A.
Laboratory data sheets for the September 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 September 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
September 22, 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
15.02
807.66
27.66
180
0.1537
Leak Creek a
780.0
0.00
780.0
W-3
804.43
3.81
801.62
16.12
80
0.2015
Leak Creek a
785.5
0.00
785.5
Average Hydraulic Gradient
0.1776
2 Leak Creek bed elevation represents groundwater discharge line
Based on the September 2020 hydraulic gradients, the groundwater flow rate (seepage velocity) in the
saprolite/PWR aquifer zone was calculated as summarized below.
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. December 2020 Page 3
2020-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
urounawater beepage velocity uaicullatlon = Kline
DESCRIPTION OF WATER QUALITY CONDITIONS
where:
K = hydraulic conductivity 0.080 ft/day (estimated)
i = horizontal hydraulic gradient 0.1776 ft/ft (measured)
ne = effective porosity 0.25 estimated
Groundwater Seepage Velocity (Saprolite/PWR) =
_ (0.08) ( 0.1776) / (0.25) = 5.68 x 10-2 ft/day
or 21 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 September 2020 groundwater sampling event, nine monitor wells were sampled utilizing a low
flow, low volume sample collection technique. During the event, one piezometer was sampled using a
bailer due to insufficient volume for low flow sampling procedures. Piezometers PZ-1, PZ-3 and PZ-4
were dry during the sampling event. PZ-5 was missing and will be replaced prior to the April 2021
sampling event.
Presently, samples from groundwater monitoring wells at the Site contain concentrations of sulfates, total
dissolved solids, and four 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 six 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 and total chromium were detected in
one groundwater monitoring well sample each in excess of the NC 2L standard. Dissolved solids were
detected in two 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).
No sulfates or dissolved solids were detected in groundwater from the piezometer PZ-2 sample in
concentrations above the applicable NC 2L standards. Metals analyses of piezometer groundwater
samples were discontinued with NCDWM authorization due to excessive turbidity issues and the resulting
elevated metals concentrations.
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 September 2020 samples were collected
approximately 8 years after the cap installation. Sulfate concentrations from the September 2020
samples from shallow monitor wells W-1 and W-2, located near the limits of waste, indicate a continuing
overall trend of decreasing or stable sulfate levels since the installation of the synthetic landfill cap in
2012. The September 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. 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 concentrations remained stable and total dissolved
solids decreased compared to historical sample results prior to installation of the synthetic cap. At W-3,
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
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. December 2020 Page 4
2020-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING DESCRIPTION OF WATER QUALITY CONDITIONS
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
installation of the synthetic cap in 2012, but have decreased since 2018 and remain within the range of
the historical analytical results.
The September 2020 sulfate concentrations from deep bedrock monitor well PW-01, the former supply
well located near the topographic high elevation of the landfill (see Figure 7), confirm a continuing trend of
decreasing sulfate levels since completion of the landfill cap installation. Compared to the historical
sulfate concentrations at PW-01, which represented the highest sulfate levels within the bedrock aquifer
zone at the Site, the September 2020 sulfate concentration (330,000 pg/L) is the lowest sulfate
concentration ever at PW-01 and represents a 71 percent concentration decrease from the maximum
historical sulfate concentration (1,150,000 pg/L) observed at PW-01 in September 2012. The sustained
trend of decreasing sulfate concentrations at PW-01 shows that the corrective action has been effective
for remediating groundwater quality in the deeper bedrock aquifer zone as well as the shallow saprolite
zone.
Overall, the September 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 September 2020 sampling event, 11 surface water samples were collected. The September
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 September 2020 sampling event were below the applicable North Carolina surface
water standards (NC 213 standards). Manganese was below the applicable North Carolina surface water
standards in all but one of the surface water samples. Iron was reported in six surface water samples
above the North Carolina surface water standard however five of the samples were collected from
upgradient of the landfill (SS-01, SS-20, SS-25, SS-30, and SS-50). Lead was reported in two surface
water samples (SS-20 and SS-25) and manganese was reported in one surface water (SS-50) sample
above the applicable NC 213 standards. Elevated turbidity levels (>10 NTUs) were observed in all the
surface water samples with iron, lead and manganese exceedances. 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, September 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.
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. December 2020 Page 5
2020-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING PRELIMINARY ANALYSIS
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
5. PRELIMINARY ANALYSIS
The September 2020 monitoring results demonstrate:
■ Sulfate, total dissolved solids, iron, manganese, selenium and total chromium 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 PW-1.
■ No sulfates or dissolved solids were detected in groundwater from the piezometer PZ-2 sample in
concentrations above the applicable NC 2L standards. Other piezometers had insufficient water
present for sample collection or missing. Metals analyses of piezometer groundwater samples were
discontinued with NCDWM authorization due to excessive turbidity issues and the resulting elevated
metals concentrations.
■ No elevated concentrations of sulfates, metals or total dissolved solids have been detected in the off -
site groundwater sample. The September 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 of 11,000 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 (11,000 pg/L).
■ Concentrations of sulfates, total dissolved solids and selenium in all 11 surface water samples did not
exceed the applicable NC 213 standards. Iron was detected in six surface water samples above the
NC 213 standard including five upgradient, background surface water samples. Concentrations of
other detected analytes in surface water were within the normal range of historical fluctuations.
Elevated turbidity levels (>10 NTUs) were observed in all the surface water samples with
exceedances.
■ 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 September 2020 samples were collected approximately 8
years after the cap installation and confirm that sustained groundwater quality improvements are
evident in the monitoring wells located at the landfill perimeter. The September 2020 surface water
quality results indicate that there are no exceedances of the NC 213 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.
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. December 2020 Page 6
2020-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 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
March 2021
June 2021
September 2021
December 2021
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. December 2020 Page 7
2020-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2020
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
6. REFERENCES
Date Title
REFERENCES
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
2000-01-25 Work Plan for Upgrading Groundwater Monitoring, Phase 11 Ash Fill Area
2000-03-13 Upgrade of Groundwater Monitoring Program, Phase 11 Ash Fill Area
2001-01-02 Modifications to Transition Plan, Permit #34-05
2003-12-23 Post Closure Cover Maintenance Plan, Permit #34-05
2009-04-17 Compliance Order with Administrative Penalty, Facility #34-05
2009-07-17 Preliminary Site Assessment Work Plan, Facility #34-05
2009-10-29 Summary Report — Preliminary Site Assessment, Facility #34-05
2010-11-15 Letter correspondence to NCDENR DWM regarding Off -Site Well
Locations, Facility #34-05
2011-03-10 Summary Report — Phase II Site Assessment
Consultants, Inc.
Geo-Environmental
Consultants, Inc.
Shield Environmental
Associates, Inc.
Shield Environmental
Associates, Inc.
Shield Environmental
Associates, Inc.
NCDENR
ERM
ERM
ERM
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. December 2020 Page 8
2020-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 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. December 2020 Page 9
2020-09 Edwards Rd LF Rural Hall GW Report.docx

9 !
•, `dam I Cl
Lr �
'77
if
n Feet
r77' } t
y -
0
y Legend
Figure 1
U
pCompliance Boundary ±� Limits of Permit Site Location Map
Edwards Road Landfill Permit #34-05
R.J. Reynolds Tobacco Co.
ERM NC, Inc.
ERM www.erm.com 1:24,000 1 inch = 2,000 feet Rural Hall, North Carolina
Source: Copyright:© 2013 National Geographic Society, i-cubed Coordinate System: NAD 1983 StatePlane North Carolina FIPS 3200 Feet

$rzrx� x
,Jr
N
SS-80
aoo
,�.. PZ"g
'> J @. Johnston SS-90
x SS-70 �" PZ"a O PZ-2 u�a, X
a Beck SS-75 ef1�3
ss-40 Ural Hall r+ch
SS-65
LA
Legend
PZ-1 a�..
i
-35 O Saprolite/PWR Monitor Well
n
O Bedrock Monitor Well
1
�
a Pne
Y o ' Abandoned Monitor Well
'JSS-oz k Piezometer
�� �W z E Soil Boring/Piezometer
L M� Soil Boring
R. J. P , PW-1 /� W_1 Guthrie �'' 4 Surface Water
E Reynolds SSSp01+850� rE As -Built Landfill Contours (20r )
�D 44 ''
n
,� Compliance Boundary
S goo1�'`' ' Limits of Permit
W a W-6 ,Tk '" t •� « SS-o1+550 Streams
SS-50 Or B-5
*� Parcels
PZ-10 PZ-6 Freeman
_ ♦ / PZ"7 �3 Payne
PZ-8
W-3B Notes
PZ-9 Y 1. Contour interval is 20-ft.
B 9 B-10 B-8 ss-95' Sprinkle 2. Limits of landfill are approximate based on
# person available historic data.
R. J. B-7 ♦_ ' SS-01+150 Frierson Reynolds _ � � .. '► 3. Streams estimated based on NC Floodplain
z o ASS-01 `phipps Mapping Program, 2008
ci B_12 _
N ,
N
Wagner
W 4 W s B"11 SS-25
c ss-20 3F W-9 001
i
o MB�y6� � { O m II
o F Phipps v�
@ k.
n Q"'
o Ken Stewart W
c
o W"5 SS-30
Kleitchens
B-14 Q
> 6 ❑
YKen Stewart
n
n
Don Figure 2
Stewart
g ss-10 Hawks Site Area Map
` Edwards Road Landfill
@ Freedom' Dave Stewart
Permit #34-05
Baptist Don Stewart Sewall R.J. Reynolds Tobacco Co.
cnuron . Rural Hall, North Carolina
SS-15
2 1:4,320 1 inch = 360 feet Freedom
n 0° Baptist
3 0 180 360 540 9 Church ,{�rs,f ERM NC, Inc.
i Feet
J www.erm.com ERM
j Source. NCOneMaD Data Services dmaaerv. Darcelsl. Forsvth Countv GIs Data Download (Streets. buildinasl Sources: Esri. HERE. Garmin. IntermaD. increment P Coro.. GEBCO. USGS. FAO. NPS. NRCAN. GeoBase, IGN, Kadaster NL. Ordnance Survev, Esri JaDan. METI. Esri China (Hong Koncl, (c) ODenStreetMaD contributors. and the GIS User Community Coordinate System: NAD 1983 StatePlane North Carolina RIPS 3200 Feel

1100
Johnston
PZ-3
0
W-8 \
(810.55)
L___"-PZ-4
Beck �a W-7 �AW4,`
((838.98) PZ-5 ``
0 Al
� � ? PZ-1
_ o
W-2
W-1
8 3.I24)
( / / (807.66) WGuthrie
j'
R. J. i (
Reynolds
. /
W-4 W-6 O } / �
�
0
(880.66) I �000i ♦ , boo
♦ W-3
i ! (800.62)
(803.82) oil
Sprinkle
Reynolds ``e ♦ `
Phipps
1
pp0 ~``tea ��
v,
(811.38)
Boyd
Ken Stewart
o
Phipps
7Ke, Stewart
I KFreedom
Hawks 0
a
Freedom Dave Stewart
Stewart Mozelle
BaptistStewart
Church O
1:4,320 1 inch = 360 eet 90o 00 180 360 540
Feet
nis
ayne
Freeman
Payne
ural,Hall
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
A Piezometer
Streams
As -Built Landfill Contours (20')
Compliance Boundary
Limits of Permit
Parcels
Regional groundwater flow
Local shallow groundwater flow
Notes
1. Contour interval is 20-ft.
2. Limits of landfill are approximate based on
i
Wagner
available historic data.
Y'
3. Streams estimated based on NC Floodplain
O,
Mapping Program, 2008
m
4. Regional and Local Shallow Groundwater
Flow based on groundwater modeling
W(ERM,
2012)
U
Kleitchens
❑
Q
Figure 3
Groundwater Flow Direction
o °
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �d
%
r
www.erm.com ERM
-Source: NCOneMao Data Services (Imaaerv. oarcelsl. Forsvth Countv GIs Data Download (Streets. buildinasl Sources: Esri. HERE. Garmin. Intermao. increment P Coro.. GEBCO. USGS. FAO. NPS. NRCAN. GeoBase. IGN. Kadaster NL. Ordnance Survev, Esri Jaoan. METL Esri China (Nona Konal. (cl ODen StreetMao contributors, and the GIS User Community

Iron
Lead
Lead I < to I
W-08-WG-20200924
09/24/2020
Aluminum
940
Barium
180
Cadmium
< 0.5
Chromium
13
Iron
1100
Lead
< 1.
Manganese
18
Selenium
Sulfate
37,000
Dis
solved Solids, Total 140,000 SS-80
PZ-3
SS-70�PZ-= P�2 /
PZ-+5,_ SS-75'`� SS-40�J
SS-60 4 '
SS-65 ` PZ_1
iolids Total 730,000 -
N � � � SS-35
�► �'� ► r
lss-o2
W-07-WG-20200924
09/24/2020
Aluminum
99
Barium
130
Cadmium
< 0.5
Chromium
5.9
Iron
1.500
Lead
< 1..
Manganese
37
Selenium
< 5.0
Sulfate
11,000
Dissolved Solids Total
180,000
r
SS-50
`•
B-9 -�
H1
B-11
B-10
O
2020
120
40
7.8
23o
< 5.0
<S'
NC 2L Groundwater Standard
Aluminum (ug/L)
3,500
Barium (ug/L)
700
Cadmium (ug/L)
2
Chromium (ug/L)
10
Iron (ug/L)
300
Lead (ug/L)
15
Manganese (ug/L)
50
Selenium (ug/L)
20
Sulfate (ug/L)
250,000
Dissolved Solids, Total (ug/L)
500,000
\40
W
\� /O1 S
maS-01+1;50
y.._:..
O i B-5
a ASS-01+550
....
,s S-95
` 133' g �SS-01+150
B-7
SS-01
B12 `� V-�
•f
SS-20 SS-z5�ra
O
SS-30
❑B-14 O ^ /
SS-10
SS-15
41
W-09-WG-20200923
09/23/2020
Aluminum
< 40.0
Barium
140
Cadmium
< 0.5
Chromium
< 5.0
Iron
< 50.0
Lead
< 1.0
Manganese
< 5.0
Selenium
< 5.0
Sulfate
11,000
9
O
�k
O,
/ (.A
W-02-WG-20200924
09/24/2020
Aluminum
2,600
Barium
190
Cadmium
< 0.5
Chromium
< 5.0
Iron
4 300
Lead
< 1.0
Manganese
370
Selenium
< 5.0
Sulfate
19,000
Dissolved Solids. Total
W-01-WG-20200924
Aluminum
73
Barium
24
Cadmium
<0.5
-
Chromium
< 5.0
Iron
950
Lead
< 1.0
Manganese
3,700
Selenium
26
Sulfate
1.000.000
Dissolved Solids Total
2 400 00
Barium
W-03B-WG-20200924
09/24/2020
Aluminum
< 40.0
Barium
54
Cadmium
< 0.5
Chromium
< 5.0
Iron
350
Lead
< 1.0
Manganese
120
Selenium
< 5.f
Sulfate
19,000
Dissolved Solids, Total
260 000
N
Dissolved Solids Total 190,000
�1
u n
n 1:7,200 1 inch = 6p0 feet o RV�� NALL- r
0 300 600 900 0 o SRMANTON RD
i Feet
p e,
Source: NCO neMaD Data Services (I macerv. Darcelsl. Forsvth Countv 31S Data Download (Streets. build inasl Sources: Esri. HERE, Garmin. IntermaD. increment P Coro.. GEBCO. USGS. FAO. NPS. NRCAN. GeoBase. IGN. Kadaster NL. Ordnance Survev, Esri JaDan. METL Esri China (Hong Konal. (cl ODenStreetMaD contributors. and the GIS User Communitv
Ir.
N
/ .oNO
s;
1�
Lilc Sethanr,
.
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
O Abandoned Monitor Well
z� Piezometer
0 Soil Boring/ Piezometer
1i Soil Boring
4 Surface Water
Streams
- As -Built Landfill Contours (20')
triCompliance Boundary
~ Limits of Permit
0 Parcels
Notes
1. Limits of landfill are approximate based on
available historic data.
2. Streams estimated based on NC Floodplain
Mapping Program, 2008
3. All concentrations in micrograms per liter
w,.
(ug/L)
4. Metals analyses in piezometer samples
discontinued in September 2020
5. PZ-01, PZ-03, & PZ-04 were dry
r 6. PZ-05 has been destroyed
Figure 4
Groundwater Sampling
Results - September 2020
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �d
www.erm.com ERM

SS-50-WS-20200923
09/23/2020
Aluminum
820
Barium
58
Cadmium
< 0.5
Chromium
< 5.0
Iron
4.400
Lead
1.1
Manganese
180
Selenium
< 5.0
Sulfate
1 200
Dissolved Solids, Total
71 000
oanum
Cadmium
q
� Chromium
y Iron
Lead
xr.
SS-70-WS-20200923
09/23/2020
Aluminum
170
Barium
57
Cadmium
< 0.5
Chromium
< 5.0
Iron
350
Lead
< 1.0
Manganese
Selenium
12
< 5.0
Sulfate
12 000
Dissolved Solids Total
96 000
SS-80-WS-20200923
09/23/2020
Aluminum
470
Barium
65
Cadmium
< 0.5
Chromium
< 5.0
Iron
840
Lead
< 1.0
Manganese
17
Selenium
< 5.0
Sulfate
10 000
Dissolved Solids, Total
120 000
niaur auoa ca
Selenium < 5.0
Sulfate 9300 -
Dissolved Solids Total 1
PZ-3
�a
� SS-70 � PZ-4 _ . lO ... � PZ-2
o W-7 PZ-5 •SS-S 0
O `SS-60 �-
a,Er SS-65 ', PZ_1
I -�
lss-oz
/W-2
/y-
" W_1
p
W-4 W-6
' ii V B-4
SS-50 O B-5
�� SS-01+550
f
1 ♦ W-3
SS-95
❑B 9 �- B_10 ` B-8 W-3B _
:•.. B-7 i SS-01+150
B-` \ � � SS-01 \,nr
W-4W-6 B-11 SS-20 SS-25�r W_9
r O
. + W-5 SS-30
NC 2B Surface Water Standard
Aluminum (ug/L)
8,000
Barium (ug/L)
21,000
Cadmium (ug/L)
0.3
Chromium (ug/L)
50.1
Iron (ug/L)
1,000
Lead (ug/L)
1.49
Manganese (ug/L)
100
Selenium (ug/L)
5
Sulfate (ug/L)
250,000
Dissolved Solids, Total (ug/L)
500,000
m
u
r .
n 1:7,200 a 1 inch = fi00 feet
n
0 300 600 900
J Feet
nicn.,onnan nary �o.�d5o� n.,,a„o.,,
ti B-14
SS-10
SS-25-WS-20200923
09/23/2020 SS-15
4458 /�
58 V
< 0.5
< 5.0 _
Aluminum
Barium
Cadmium
Chromium
Lead 1.8 r
Manganese 60
Selenium,Q
Sulfate 8 300 0
IY
SS-30-WS-20200923
09/23/2020
Aluminum
3,800
Barium
81
Cadmium
< 0.`
Chromium
< 5A
Iron
4.300
Lead
1.4
Manganese
56
Selenium
< 5.
Sulfate
37,000
Dissolved Solids, Total
220,000
Aluminum
Dissolved Solids. Total
Aluminum
'
a
-
Lead
Manganese
Selenium
Sulfate
Dissolved Solids Total
a
SS-02-WS-202009:
Aluminum
J, RG' Chromium
Iron
Lead
Manganese
Selenium
Sulfate
Dissolved Soli
;O
SS-01-WS-20200923
09/23/2020
Aluminum
1,000
Barium
82
Cadmium
< 0.5
Chromium
Iron
1,400
Lead
Manganese
25
Selenium
Sulfate
31,000
Dissolved Solids Total
200,000
V
G
N
e
N
i
a
f�
Lilc Sethanr,
+.A Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
O Abandoned Monitor Well
� Piezometer
0 Soil Boring/Piezometer
� Soil Boring
4 Surface Water
Streams
As -Built Landfill Contours (20')
triCompliance Boundary
Limits of Permit
0 Parcels
Notes
1. Limits of landfill are approximate based on
I available historic data.
2. Streams estimated based on NC Floodplain
Mapping Program, 2008
3. All concentrations in micrograms per liter
(ug/L)
.. I
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. ko
www.erm.com ERM
Coordinate System: NAD 1983 StatePlane North Carolina RIPS 3200 Feet
arces: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the CIS User Community

n
3 Sulfate Concentrations - Most Recent
n Monitoring Wells Piezometers
Date
Sulfate
u IL
PW-01
09/24/2020
330,000
W-01
09/24/2020
W-02
09/24/2020
19,000
W-03
09/24/2020
150.000
W-03B
09/24/2020
19.000
W-06
09/24/2020
9 000
W-07
09/24/2020
11000
W-08
09/24/2020
37 000
W-09
1 09/23/2020
11000
Date
Sulfate
u IL
PZ-01
03/07/2016
110,000
PZ-02
09/23/2020
24,000
PZ-04
04/01/2020
37,000
PZ-05
04/01/2020
35,000
NC Groundwater & Surface Water Standard = 250,000 ug/L
Previous sample collected from PZ-03 = 18,000.
See tables and appendices for additional results.
qlWillill
Surface Water
Date
Sulfate
u IL
SS-01
09/23/2020
31000
SS-02
09/23/2020
49,000
SS-20
09/23/2020
8,000
SS-25
09/23/2020
1 8,300
SS-30
09/23/2020
37,000
SS-35
09/08/2015
170,000
SS-40
09/23/2020
42,000
SS-50
09/23/2020
1200
SS-60
09/23/2020
9,300
SS-65
09/08/2015
44,000
SS-70
09/23/2020
12,000
SS-75
09/08/2015
41000
SS-80
09/23/2020
10,000
SS-90
0912312020
24 000
SS-95
02124/2020
160 000
t�
R. J.
s Reynolds:
J'"
-+-SS-80
(10,000)
W-08
(37,000)
SS-70� SS-40• 24,00�
(12,000) f (42,000) ( )
• 7� Payne
• W-02 : r-
�♦ (19,000) SS-02
(49,000) fi
•�:
PW-01 V1,000,000 -01
Guthrie`::
�(_ ) - "
W,06 .
' ♦ Sprinkle
(9,000) , �: W-03
19,000)
. �� • �PSS-01, .
` �(311'000) Phipps
trf
'd
5'C Payne
Frye ieman G��
Frier�n
lok
CAA `) 0 �SS-20 �SS-25 O W-09 \ i
S' 00 Boyd. (8,000) (8,300) (11,000) Phipps Kle
itchens
6 10
o 'P0
SS-30 Ken Stewart •.,.
V (37,000)
z o00� Don Stewart . Ken Stewart
1�00 o
Y �
Hawks Dave �Q
g 1000 Don Stewart Stewart
N Freedom 1
4 Baptist `Mozelle
g Church Stewart
Freedom
o Baptist goo
' Church
0 . o
p
;0 U U
'n 1:7,200 1 inch = 800 feet m 9ao R �� FIA�� G �,, W
a,
o soo soo 900 �, �RMANrON Rp o .
J Feet 9� i 9UU z 900
i `; i - s}.
Source: NCOneMaD Data Services (Imaaerv. Darcels). Forsvth Countv GIS Data Download (Streets. buildings) Sources: Esri. HERE. Garmin. IntermaD. increment P Coro.. GEBCO. USGS. FAO. NIPS. NRCAN. GeoBase. IGN. Kadaster NL. Ordnance Survev. Esri JaDan`METL Esri China (Hong Kona). (c) ODen StreetMaD contributors. and the CIS User Communitv
1
N
ey
0
�� .
Legend
D Saprolite/PWR Monitor Well
O Bedrock Monitor Well
Abandoned Monitor Well
z�, Piezometer
Le Soil Boring/Piezometer
4 Surface Water
Water Supply Well
Streams
As -Built Landfill Contours (20')
9...pCompliance Boundary
Limits of Permit
0 Parcels
Sulfate Isoconcentration
Contours
> 250,000 ug/L
> 750,000 ug/L
Notes
1. Contour interval is 20-ft.
2. Limits of landfill are approximate based on
available historic data.
3. Streams estimated based on NC Floodplain
Mapping Program, 2008
Figure 6
Sulfate Isocontour Map
Groundwater
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �d
www.erm.com ERM
r hi AR I C74 CfofcPionc kith Comiino LIPS Q9nn P..f

U
1000
0
950
Unnamed
900
Tributary
aroli#e
Sa #its °
p.
o
850
:'+:•:�o::•••-1 r+_.-r
, r+i r t + , r+. • :'�-�-'�o:".': -�'::!r.i ..
to
-�
', r+.-r, • ♦w - -
-.
- fy. r•y'e ,::�.,.: ...:.
=.ter;';-.��;",-;�
-�
.�;�';
- °#�;:�:;::;
-.�;�' .�_,-, .•_,
800
frr�r�• fr+,art• fr+stir
r9,300•tirr�•
750
`
c
700
fC
A'
Synthetic Cap Installation 1000
Completed 3Q2012
0
IL 0 950
" ; • W-3B is Leak
°
artesian �..-. �.. .=.;..:.:..-.:.<
Creek �' #:::
850
f i �,r ', ��� � 1 jar • y to :: �. r#. .e .;ti'r`<<ti ,-ir l-, f ,-, p
00
SS
+. r. -+. r + r . . , -r! ti r r r++-r•�-i:.. _ -, -i i r+.`r . r! .`r > > , r! ti` • , r+. r t
, �'i;• `. ,-, •dijj ,-,`.� 150,000'i-y-'� i31,0001i.750
� _. ,- _+-.`• �,-,-.� r� .
v r r gr rIN
� d �, ,rfirr,• ,•, ir,,•, r+ir,+,r+ir,+, r+i` ,+,r+��,r+ir +i ,
700
er ro?�'��.-.�.__+-.� �,-, ,_+,-,_,_•,-,_,_�,-, a __
'
W 650 hI� , .S��'i30o r'r r' 'r.'r'l '! r r`r .r ir; r .r�r; .r r 650
' i� � ,r,r+, rr.r,r�, r+r���,�so. - -�'`+ti rrir, 1 r,r•ir ir,r+-irr�r,r�irr.r,r`.
600 Bedrock 30� hQ W-03B.++lrrr_1^r r^' 600
35,E?6 19000 %,=,_. =l.r' _ ,.. _
55
- ,-- - ,---- ----- - ,-- ,-- ,-- ,-- - S"� S .- , ry r- ' r+•r,r,. r r, •r,r ,yr'' :'^rr k'-r'`i 'Rrr�.
° �r. ^ 7e ` ,ram , ; .. �,.i. .,~'�': •r,^ • .r. ^-�r. -.ram -
., _ ., _ r, _ �►r _. ., _ ., _ ,, 550
r
^L-��. ^,-��..��',
�rirti+,r+ir�r,r+.-r�+,r+.-r�r,r+ir�r,rl.-r�r,rl�r�r,r+,-rtir, r+irti+, + .-r�r,r+�r�r,r+•-rtir, r+ir�r, �+���: r.-r �r,rr�r�r, ~~,r r+r,r rtir,
50D �'r, •'r, �'r, r,r�•+ 'r,r�,r 'r, �,r•'r, r•'r, �.r•'r, •'r, �'r, r,r�•+ 'r, �,r+'r, �,r•'r, ' r•'r, �,ry, �,r� r,i r,i "I",,rr, �ti'r,^� r•'r, r•'r r,^ r, 500
r , - , f r ti r r ' r r • r 'f_r: i' f r: - , f i • , , f , , r y ' , - �� , - ' , ti - ,'rtir , -
_'r� . _ r� ^ _'ram ^ _ r` ti _ r` ti _'!' ti _r!' ti _ ! �.�. _ !� ^ _'r �r�, _ r r` ti _ r` ti _r!' ti _r!' �!`r�.r_ r�r r; r_'r�
.l�,i,:
!ti`r>>,rl5r�•,r+,rt•,r+•rt+,r+•r>>,r+,r>•+,r+,r�r,r+,`r�.,r!•`r�•,rl5r�•,r+,rt•,r+•rt+,r+•r�.,r+, r�+,r+, r�.,r+. r�.,rlti r�•,r �•, r+. rt•, r+•r7,, r>•+,r+, •,`, :4W: r,',rl, r>>,rrti r, rt•,
^J...-.`�.., -,, �.., r, �-., r, ��, .r ��,-',-• �-',• �-'-r �-'•r � `•.r � `•.r .r ; 1, _r �-', r �-'•r � `•.r � `•.r .r ; 1,-. � �,
450 450 ^'.,, •'r,r -'r,, r,, r,, -'r, ^'r,; ^'r,; ^'r,; •'r,r -'r,; r,; -'r,` •'r, ^'r,; ^'r,; ^'r,;-'r,;''r,; r,;_, ^'r,`�, •'r,;�1r^�^'-i,'r,;_, •'r,;_.
rr,1,rri r�•,rr,Jrt•,
400 r •%- %- 400
0 125 250 375 500 625 750 875 1000 1125 1250 1375 1500 1625 1750 1875 2000 2125 2250 2375 2500 2625 2750 2875 3000
N
A 55175 PZ-0
e- .
W-, 55-]1
O Z-5
SSES4 P,
4 11
5S I 0" '� �
■
PWA W.
BB.
Z
W-3
W-3B
B-S
1 V B.7 ss-0,
Biwd��
2``~
Ss-25 �.;✓
0 325 650
Feet Wa ss-3.
A
O W8
PZ-2'
SSA.
PZ1/
;r 155-35
rSS 2
W9 \ n
O , A' \
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
A, Piezometer
0 Soil Boring/ Piezometer
51 Soil Boring
4 Surface Water
Regional Groundwater Flow
L:.'Compliance Boundary
Limits of Permit
Sulfate Concentrations - Most Recent
Monitoring Wells Piezometers
Date
Sulfate
(ug/L)
PW-01
09/24/2020
330,000
W-01
09/24/2020
1,000,000
W-02
09/24/2020
19,000
W-03
09/24/2020
150,000
W-03E
1 09/24/2020
19,000
W-06
09/24/2020
9,000
W-07
09/24/2020
11000
W-08
09/24/2020
37,000
W-09
09/23/2020
11000
Date
Sulfate
(ug/L)
PZ-01
03/07/2016
110,000
PZ-02
09/23/2020
24,000
PZ-04
04/01/2020
37,000
PZ-05
04/01/2020
35,000
NC Groundwater & Surface Water Standard = 250,000 ug/L
Previous sample collected from PZ-03 = 18,000.
See tables and appendices for additional results.
Surface Water
Date
Sulfate
(ug/L)
SS-01
09/23/2020
31,000
SS-02
09/23/2020
49,000
SS-20
09/23/2020
8,000
SS-25
09/23/2020
8,300
SS-30
09/23/2020
37,000
SS-35
09/08/2015
170,000
SS-40
09/23/2020
42,000
SS-50
09/23/2020
1200
SS-60
09/23/2020
9,300
SS-65
09/08/2015
44,000
SS-70
09/23/2020
12,000
SS-75
09/08/2015
41000
SS-80
09/23/2020
10,000
SS-90
1 09/23/2020
1 24,000
SS-95
1 02/24/2020
1 160,000
_+ Local Groundwater
Flow
_ Local Perched
-� - Water Flow
Bedrock Fracture
Water Level
Well Details
Casing
Screen
Subsurface Details
Landfill
Confining Unit
Saprolite
Bedrock
Bedrock Aquifer
Notes:
? - Estimated /Assumed
Vertical Exaggeration = 2:1
1 inch = 250 feet
Figure 7
Hydrogeologic
Conceptual Model
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
Environmental Resources Management
w..erm.com ERM

ug/L MONITORING WELL W-1 ^
4,500,000
SAPROLITE AQUIFER Synthetic cap
4,000,000 installed 3Q2012
3,500,000
3,000,000
2,500,000
2,000,000 -
1,500,000
1,000,000
500,000
0
1
900 ^°�o°�,L ^°°A ^°°� ��oe°°o°°°b°°o°°o'Po
"A MONITORING WELL W-313
1,200,000 T--
BEDROCK AQUIFER Synthetic cap
nstalled 3Q201
1,000,000
800,000
600,000
400,000 -
ti
200,000 '
r GW Elevation
>804.53 (artesian) \Y� �-•� �r��IL
0
� � ti ti ti ti ti ti ti ti
MONITORING WELL W-8
350,000
300,000
250,000
200,000
150,000
100,000
50,000
0
�O
ft AMSL
ug/L
MONITORING WELL W-2
AMSL
818
°g/L
1,600,000
MONITORING WELL W-3
AMSL
815
4,000,000
T-
SAPROLITE / PWR
AQUIFER Synthetic cap
805
SAPROLITE / PWR AQUIFER Synthetic cap
814
3,500,000
installed 3Q2012
816
1,400,000
installed 3Q2012
804
813
814
803
3,000,000
1,200,000
812
812
802
811
2,500,000
1,000,000
810
801
810
2,000,000
M"=-
800,000 -
808
800
809
1,500,000
- - -
806
600,000
799
808
a
'
1,000,000
-
400,000
-
804
798
807
806
500,000
r _ -i
YJ�yn�
802
zoo,000
_ ,.� -
797
805
0
800
0
796
11P
e
e
1
^°'�`L ^°9b ^°'g0 ^°'g6 (y°°O (y° ry°°b ry°°6 ry°°0 ry°r�0 `y°^`L ry°fib°�6 (y°,�0 (y°r10
ft AMSL "� BACKGROUND MONITORING ft
WELL W-4 & W-6 AMSL
810 800,000 $88
BEDROCK AQUIFER Synthetic cap
809
installed 3Q2012
700,000
886
808 600,000
W-4: 1995-2003 W : 2003-Present
884
807
500,000
806
882
400,000
805
880
300,000
-
804
878
200,000
803
100,000
876
802
ft
AMSL
841
Synthetic cap
installed 3Q2012 840
839
i
838
837
836
835
834
833
801 0 874 0 832
"WL MONITORING 1
250,000
BEDROCK AQUIFER, Installed 4Q2010
200,000 ,
150,000
100,000
50,000
Aft MSL MONITORING WELL W-9 AMSL MONITORING WELL PWA
812 350,000
SAPROLITF AOUIFFR
810 3,500,000
810 300,000
Synthetic cap
installed 3Q2012
808 3,000,000
808 250,000
806 2,500,000
806 200,000
804 2,000,000
804 150,000
802 1,500,000
802 100,000
i
800 1,000,000
800 50,000
798 500,000
798 0
796 0
00 90 °`1 41 a0 a0 00 oL ob °6 °0 O ^1. ^b ^0 ^4 O
LEGEND NC2L GW STD NC213 SW STD
FIGU
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
Groundwater Table Elevation (above Mean Sea Level) vPw -erm-4cGm ERM RURAL HALL, NORTH CAROLINA
ft
AMSL
866
864
862
860
858
856
854
852
850

ug/L SURFACE WATER SS-01
1,400,000
Synthetic cap
1,200,00o installed 3Q2012
1,000,000
800,000
600,000
400,000
200,000 AMR K
0
00 O° 0�' Off`
OrO
00 O° Off' Off` 06 00
^O
^'L ,mob ^6 ^0 O
ug/L
SURFACE WATER SS-30
400,000
Synthetic cap
350,000
installed 3Q2012
300,000
250,000
200,000
1\13 1
V
150,000
V
100,000
50,000
0
ug/L
SURFACE WATER SS-70
250,000
200,000
150,000
100,000
50,000
ug/L SURFACE WATER SS-02
1,000,000
900,000
800,000
700,000
600,000
500,000
400,000
300,000
200,000
100,000
0
00 O`L 9b 06 90 00 O`L OP 00 00 ^O $, 111 ^O ^O O
�O �O �O �O �O �O �O �O �O �O
ug/L SURFACE WATER SS-40
800,000
Synthetic cap
700,000 installed 3Q2012
600,000
500,000
400,000
300,000 -
200,000
100,000
0
O9 O ^^ ^y ^O ^� ^h ^O ^� ^O ^9 ry0 1^
,yo �o^
ug/L SURFACE WATER SS-80
300,000
Synthetic cap
installed 3Q2012
250,000
200,000
150,000
100,000
- V
50,000
0 1 v 0
,O9 o^O o^^ �o 0 �o do yo do yo yo yo ^yo yo yo yo
,o^do^yo yo yo^O o o^o o o yoti
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
Synthetic
installed
cap
3Q2012
140,000
120,000
100,000
80,000
60,000
40,000
20,000
0
ug/L
SURFACE WATER SS-60
800,000
Synthetic cap
700,000
installed
3Q2012
600,000
500,000
400,000
300,000
200,000
A A4
100,000
V-
0
ug/L
SURFACE WATER SS-90
600,000
Synthetic
cap
500,000
installed
3Q2012
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
Page 1 of 4
Monitor Well ID
TOC Elevation
Start Screen Depth
End Screen Depth
Geologic Unit
PW-01
W-01
W-02
W-03
W-03B
920.7
822.7
827.3
804.4
804.3
21.5
10
7
7
190
405
20
17
17
210
Bedrock
Saprolite
Saprolite/PWR
Saprolite/PWR
Bedrock - Artesian
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
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
2010-04-19
67.00
853.66
10.75
811.93
14.16
813.14
6.37
798.06
-1.05
805.37
2010-10-11
--
--
12.04
810.64
15.85
811.45
6.99
797.44
-0.89
805.21
2011-01-05
--
--
11.97
810.71
13.53
813.77
6.88
797.55
-0.98
805.30
2011-02-28
65.30
855.36
11.66
811.02
14.57
812.73
6.65
797.78
-1.37
805.69
2011-04-20
64.75
855.91
10.92
811.76
14.05
813.25
6.25
798.18
-1.63
805.95
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
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
2020-09-22
67.42
853.24
15.02
807.66
15.38
811.92
3.81
800.62
0.50
803.82

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 4
Monitor Well ID
TOC Elevation
Start Screen Depth
End Screen Depth
Geologic Unit
W-05
W-06
W-07
W-08
W-09
980.7
931.6
861.7
911.4
13
170
42
45
229
23.5
200
341
65
259
Bedrock
Bedrock
Bedrock
PWR
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)
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
10.08
99.64
881.07
--
--
--
--
--
--
2010-04-19
8.38
98.29
882.42
--
--
--
--
--
--
2010-10-11
9.73
98.93
881.78
--
--
--
--
--
--
2011-01-05
9.67
98.92
881.79
94.73
836.85
52.67
809.00
110.47
800.91
2011-02-28
9.50
99.01
881.70
94.59
836.99
53.45
808.22
112.03
799.35
2011-04-20
7.85
98.42
882.29
94.20
837.38
53.54
808.13
110.03
801.35
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
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
1 881.58
1 92.25
1 839.33
1 53.45
1 808.22
1--
--
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
1
110.00
801.38
2020-09-22
100.05
880.66
92.60
838.98
51.12
810.55
100.00
811.38

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 3 of 4
Monitor Well ID
TOC Elevation
Start Screen Depth
End Screen Depth
Geologic Unit
B-09
B-12
PZ-06
PZ-07
PZ-08
834.3
833.7
830.7
18
3.5
1.5
1.5
2
22.5
8
3.5
4.5
5
Saprolite
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
20.40
10.26
--
--
--
--
--
--
--
2010-04-19
18.78
6.18
2010-10-11
21.63
9.40
2011-01-05
22.05
9.05
2011-02-28
22.63
--
2011-04-20
21.45
5.46
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
Dry
2020-02-18
2020-02-24
Dry
Dry
Dry
2020-03-04
8.87
825.40
9.69
824.01
Dry
2020-03-31
8.84
825.43
9.39
824.31
Dry
2020-09-22

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-09
PZ-10
834.6
839.9
1.5
1
4.5
4
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)
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
--
--
2020-02-24
Dry
9.25
830.64
2020-03-04
Dry
8.64
831.25
1
Dry
8.70
831.19
H202020-03-31
20-09-22
--
--
--
--
Notes:
NE = Not Established
MSL = above mean sea level
BTOC = Below Top of Casing
PWR = Partially Weathered Rock
BGL - Below ground level
Artesian condition - Value
represents water level above
permanent TOC. Measured via
temporary standpipe installed on
permanent casing.
Page 4 of 4

TABLE 3
GROUNDWATER AND SURFACE WATER ANALYTICAL RESULTS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
1 of 1
N
N
0
�
j
7
N
N
C
E
d
E
7
E
0
0
N
O
Analyte
O
a
•L
m
'6
U
L
U
C
la
-
i
N
in
�
cn
N .6+
H
NC 2L Groundwater Standard
3,500
700
2
10
300
15
50
20
250,000
500,000
NC 213 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
9/24/2020
360
56
< 0.5
9.6
1,000
< 1
190
19
330,000
730,000
W-01
9/24/2020
73
24
< 0.5
< 5
950
< 1
3,700
26
1,000,000
2,400,000
W-02
9/24/2020
2,600
190
< 0.5
< 5
4,300
< 1
370
< 5
19,000
130,000
W-03
9/24/2020
< 40
29
< 0.5
< 5
100
< 1
120
10
150,000
460,000
W-03B
9/24/2020
< 40
54
< 0.5
< 5
350
< 1
120
< 5
19,000
260,000
W-06
9/24/2020
120
40
< 0.5
7.8
230
< 1
< 5
< 5
9,000
290,000
W-07
9/24/2020
99
130
< 0.5
5.9
1,500
< 1
37
< 5
11,000
180,000
W-08
9/24/2020
940
180
< 0.5
13
1,100
< 1
18
< 5
37,000
140,000
W-09
9/23/2020
< 40
140
< 0.5
< 5
< 50
< 1
< 5
< 5
11,000
190,000
PZ-01
9/23/2020
Dry, no sample
collected
I --
I --
--
--
--
--
--
--
PZ-02
9/23/2020
1 Metals analyses in piezometer samples discontinued 9/2020
--
--
--
24,000
180,000
PZ-03
9/23/2020
Dry, no sample collected
--
--
--
--
--
--
--
--
PZ-04
9/23/2020
Dry, no sample collected
--
--
--
--
--
--
--
--
PZ-05
9/23/2020
Destroyed, no sample collected
--
--
--
--
--
--
--
Surface Water
SS-01
9/23/2020
1,000
82
< 0.5
< 5
1,400
< 1
25
< 5
31,000
200,000
SS-02
9/23/2020
1,200
74
< 0.5
< 5
1,400
< 1
39
< 5
49,000
230,000
SS-20
9/23/2020
4,800
59
< 0.5
< 5
6,000
2
88
< 5
8,000
120,000
SS-25
9/23/2020
4,400
58
< 0.5
< 5
4,900
1.8
60
< 5
8,300
110,000
SS-30
9/23/2020
3,800
81
< 0.5
< 5
4,300
1.4
56
< 5
37,000
220,000
SS-40
9/23/2020
550
73
< 0.5
< 5
740
< 1
22
< 5
42,000
230,000
SS-50
9/23/2020
820
58
< 0.5
< 5
4,400
1.1
180
< 5
1,200
71,000
SS-60
9/23/2020
200
53
< 0.5
< 5
490
< 1
25
< 5
9,300
110,000
SS-70
9/23/2020
170
57
< 0.5
< 5
350
< 1
12
< 5
12,000
96,000
SS-80
9/23/2020
470
65
< 0.5
< 5
840
< 1
17
< 5
10,000
120,000
SS-90
1 9/23/2020
1 200
1 64
1 < 0.5
< 5
400
< 1
17
< 5
1 24,000
1 140,000
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
E
0
o
`
r
N
H
G1
x
L)
z
W E
O
r
(C U)
'-'
++
O f0
d
fA
=
M C
'
N
Z
a r
Analyte
Q-
� :2.
v
il
O ao
o E
NC 2L Groundwater Standard
6.5-8.5
NE
NE
NE
NE
NE
NC 2B Surface Water Standard
6.0-9.0
NE
NE
NE
NE
NE
Sample
Location/ID
I Sample Date
Groundwater Monitoring Wells
PW-01
9/24/2020
6.0
15.4
954
6.1
214
3.8
W-01
9/24/2020
6.6
16.5
2517
4.6
-61.8
0.62
W-02
9/24/2020
5.6
17.0
127
10.4
-35.1
2.4
W-03
9/24/2020
6.2
16.3
648
0.35
129
0.70
W-03B
9/24/2020
7.6
16.0
392
0.73
185
0.23
W-06
9/24/2020
9.3
15.6
387
6.1
-76.9
0.75
W-07
9/24/2020
7.0
15.1
208
17.6
-81.6
4.2
W-08
9/24/2020
7.7
15.5
166
16.8
47.8
6.70
W-09
9/23/2020
11.2
17.7
473
0.61
-138
0.44
Surface Water
SS-01
9/23/2020
7.7
15.5
316
34.2
16.7
7.1
SS-02
9/23/2020
8.0
15.6
372
28.4
9.0
7.3
SS-20
9/23/2020
6.9
15.7
129
85.6
1280
7.3
SS-25
9/23/2020
6.8
15.6
125
91.0
1157
7.5
SS-30
9/23/2020
7.5
15.5
340
61.1
18.2
7.5
SS-40
9/23/2020
8.1
15.2
297
22.4
2.5
7.0
SS-50
9/23/2020
7.3
15.1
68.3
28.0
1470
8.0
SS-60
9/23/2020
8.6
15.5
119
6.1
-8.8
6.9
SS-70
9/23/2020
8.2
15.7
75.4
5.6
12.8
8.3
SS-80
9/23/2020
8.0
15.1
123
9.5
19.1
9.0
SS-90
9/23/2020
8.5
14.8
209
10.7
40.8
9.7
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
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. December 2020
2020-09 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
Analyte
3
c
.E
7
a
c
d
N
i
a
E
=
'C
10
m
E
'
E
"O
c6
U
_3
E
O
i
L
L)
`m
C.
C.
O
L)
C
O
'6
d
-j
a>
°�
@
C
R
a
U
L
d
2
E
.E
N
N
rn
d
>
in
t�
C
N
Z
cv
m
cv
w
z
m
w
7
U)
N
y
y
>
O
'�
❑
r
O
o
0
R
)
O
a@.
O
fn
2
C
N
N
U
N
m
w
@
m
C_
E
N
E_
U)
-
w
c
O
U
w
U
d
C.
U)
❑
Z
r
3
>
E
�
d
O
a
c
C
m
d'
O
"6
x
O
J
rn
E
C
�+
x
O
aD
O
N
N
o
C 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample
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
6.3
19.3
195
-
W-01
10/24/1991
161
346
150
97
23.9
126,000
303,000
12,000
6.2
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
6.6
9.3
682
-
W-01
9/30/1992
--
120
--
310
32
292,000
798,000
5,000
5.9
17.8
1153
-
W-01
3/31/1993
364
137
1,130
2,230
13.2
33
486,000
1,169,000
33,000
5.5
16.1
1587
-
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
5.9
18.0
2310
-
W-01
3/30/1994
5,320
545
1
20
1 18,800
8
505
6
1
107
633,000
1,680,000
--
5.6
15.2
1250
-
W-01
9/30/1994
1,810
22
9,960
4,470
13
19
758,000
2,420,000
123,000
6.0
18.1
3010
-
W-01
3/31/1995
24,000
1,250
26
53,900
11
1,580
12
115
797,000
2,140,000
--
5.9
15.8
2820
-
W-01
9/29/1995
7,650
367
4
24
18,800
10
4,020
12
--
464,000
2,780,000
4,040
4.5
16.2
3720
-
W-01
3/20/1996
149,000
960
50
200
220
--
63
11,400
695
2,320,000
2,670,000
8,750
6.5
15.0
3060
-
W-01
9/27/1996
7,110
22,600
7
2,300
51
1,320,000
2,970,000
3,810
6.1
19.0
3350
-
W-01
3/29/1997
2,990
--
16
2,340
72
1,360,000
25860,000
6,870
6.0
14.0
1890
-
W-01
9/17/1997
2,940
3
12,900
6
3,680
33
136
1,300,000
35110,000
5,290
6.3
17.0
3540
-
W-01
3/27/1998
2,400
7,830
2,340
16
1,060,000
3,040,000
3,640
6.5
19.6
627
-
W-01
9/30/1998
2,350
5,180
15
2,710
21
1,030,000
3,210,000
17,500
6.2
20.0
1250
-
6.36
20.8
W-01
9/30/1998
1,250
4,980
2,720
30
1,040,000
3,320,000
9,250
--
--
--
-
-
--
W-01
3/31/1999
1,820
4,690
10
2,450
15
1,830,000
3,230,000
8,820
5.6
17.0
1610
-
W-01 (FD)
3/31/1999
1,170
4,200
2,560
18
1,920,000
3,230,000
3,730
--
--
--
W-01
9/29/1999
1,650
4,780
8
2,790
31
2,060
3,440,000
3,730
5.7
19.0
1980
-
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
5.8
18.0
1040
-
W-01
3/23/2001
226
1,860
10
3,180
1,260,000
3,320,000
6,130
6.2
17.0
1090
-
W-01
10/4/2001
728
2
3,140
9
2,890
37
1,420,000
3,380,000
31,000
8.0
21.0
3300
-
-
-
W-01
3/28/2002
1,010
20
3,600
8
3,270
48
1,220,000
3,310,000
3,430
6.0
15.0
1090
-
W-01 (FD)
3/28/2002
5,450
3,580
1,050,000
2,920,000
3,430
6.0
15.0
1090
-
W-01
10/3/2002
8,960
2
14,000
8
3,910
51
1,330,000
3,210,000
3,190
6.3
18.0
1280
-
W-01
3/25/2003
1,420
2,770
7
3,540
25
1,130,000
3,310,000
3,210
6.4
19.0
910
-
W-01
10/2/2003
402
414
1
2,330
5
3,840
1,350,000
3,470,000
3,520
5.9
20.0
3210
-
W-01
4/28/2004
1,440
6,890
12
3,920
1,350,000
3,580,000
5,130
--
15.1
3670
-
W-01
10/26/2004
7,450
21
20,100
10
4,800
1,310,000
3,630,000
3,100
-
-
3510
-
W-01
4/27/2005
697
2
3,990
10
4,080
1,820,000
3,601,000
3,450
-
-
3610
-
W-01
10/20/2005
9,030
283
18,400
15
3,920
104
790,000
3,520,000
52,000
-
-
2370
-
W-01
10/19/2006
214
926
6
4,160
56
1,790,000
3,310,000
3,740
-
-
2120
-
W-01
4/27/2007
787
1,250
3,550
1,300,000
3,390,000
6,350
-
-
4510
-
W-01
11/19/2007
186
778
4,080
1,950,000
3,430,000
3,950
-
-
3460
-
W-01
4/30/2008
291
536
3,870
1,920,000
3,410,000
2,990
-
-
3590
-
W-01 (FD)
4/30/2008
349
698
3,910
1,860,000
3,380,000
2,850
-
3600
-
W-01
10/29/2008
25.8
0.32
427
4.9
3,990
1,640,000
3,310,000
4,950
-
3840
-
W-01
4/30/2009
30.5
3.44
4.9
599
13.1
4,560
1.44
1,890,000
3,370,000
6,060
-
3860
-
W-01
10/12/2009
98 J
2.9 J
22 J
1
2 J
1.1
410
4,000
0.5 J
280
1,500,000
3,100,000
--
6.1
14.9
4620
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
11800
57.9
119
W-01
10/11/2010
63 J
6.7
27
0.9 J
300
1.3 J
5,000
33
1.3 J
12
780
1,400,000
3,100,000
--
6.1
20.4
2990
110
147
W-01
4/22/2011
470
6.8
43
15
2,900
4,800
30
530
1,300,000
3,000,000
3,400
6.2
13.1
2780
406
150
0.58
W-01
10/17/2011
1,550
66.2
51.7
2,640
4,400
1,150,000
2,620,000
25,700
6.7
20.1
3740
73
130
0.64
W-01
3/16/2012
24.4
4,480
6.8
270
11,190,000
3,860,0001
21,700
6.2
18.2
3547
0.8
43.5
0.48
W-01
9/24/2012
279
32.2
494
4,580
450
1,500,000
2,890,000
--
6.5
19.6
3750
9.6
312

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 10
Analyte
3
c
.E
7
a
c
d
N
i
a
E
=
'C
10
m
E
'
E
"O
c6
U
_3
E
O
i
L
L)
`m
C.
C.
O
L)
C
O
'6
d
-j
a>
°�
@
C
R
a
U
L
d
2
E
.E
N
N
rn
d
>
in
t�
C
N
Z
cv
m
cv
w
z
m
w
7
U)
N
y
y
>
O
'�
❑
r
O
0
o
R
)
O
a@.
O
fn
2
C
N
N
U
N
m
w
@
m
C_
E
N
E_
U)
-
w
c
O
U
w
U
d
C.
U)
❑
Z
r
3
>
E
�
d
O
a
c
C
m
d'
O
"6
x
O
J
rn
E
C
�+
x
O
aD
O
N
N
o
C 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample
Date
W-01
4/18/2013
501
35.2
692
4,590
357
1,380,000
2,610,000
23,500
6.3
17.5
3354
8.03
-441.5
0.32
W-01
9/10/2013
117
34
290
4,920
--
1,3705000
25900,000
27,600
6.2
22.5
3067
7.29
49.4
0.29
W-01
4/7/2014
156
24.8
360
4,750
1,1605000
25850,000
32,300
6.2
11.9
3406
7.87
374.4
1.46
W-01
9/4/2014
5.9
297
4,600
61.2
1,4505000
25950,000
--
6.2
20.0
2940
6.1
83.7
0.75
W-01 (FD)
4/1/2015
126
21
300
4,540
53.7
1,2105000
2,710,000
--
--
--
--
--
--
W-01
4/3/2015
212
24.5
500
5.3
4,510
50.4
1,2605000
241,000
6.4
17.9
2676
5.09
76.9
0.66
W-01 (FD)
4/3/2015
126
21
300
4,540
53.7
1,2105000
25710,000
6.4
17.9
2676
5.09
76.9
0.66
W-01
9/10/2015
330 J
38
1 J
0.88 J
850
4,900
1,2005000
25700,000 E
6.4
23.0
3220
0
225
1.13
W-01
3/8/2016
37
0.24
2,000
5,300
28
1,2005000
25600,000
6.4
20.5
3176
8.29
63.1
0.38
W-01
9/8/2016
22
0.38
1,400
4,800
1,1005000
25500,000
6.8
22.3
2905
1.8
-1.5
0.8
W-01
3/29/2017
280
39
1,900
5,100
4.1 J
15200,000
25600,000 E
6.4
18.7
3060
9.7
142.5
0.34
W-01
9/27/2017
190 B
32
860
5,200
1,2005000
25700,000
6.4
22.9
3020
5.6
139
0
W-01
3/6/2018
930
56
1.8 J
7,200
2.4
4,700
5.6
1,2005000
25600,000
6.6
12.7
3182
28
260
0.38
W-01
9/12/2018
26
920
5,200
1,2005000
25700,000
6.2
23.8
2949
2.53
74.5
0.6
W-01
3/19/2019
20
1,300
3,100
11
9405000
25200,000
6.3
14.9
2740
1.39
-109.6
0.67
W-01
9/3/2019
180
24
340
3,800
14
9705000
25200,000
6.1
20.8
2553
5.63
-1.2
0.26
W-01
3/31/2020
180
29
450
4,000
18
9705000
25200,000
6.4
14.4
2635
6.01
45.4
0.3
W-01
9/24/2020
73
24
950
3,700
26
1,0005000
25400,000
6.6
16.5
2517
4.56
-61.8
0.62
W-02
1/16/1990
--
210
--
--
0.2
--
--
6.1
--
--
--
--
-
W-02
9/24/1990
850
219
8.3
1,400
9,900
1
41,000
533,000
14,000
6.2
16.7
717
-
W-02
10/24/1991
169
82
9,300
7.4
165500
1,150,000
15937,000
15,000
6.0
18.7
2080
-
W-02
3/26/1992
2,790
3.4
385400
16
-
1,8605000
25611,000
12,000
5.8
13.8
2880
-
W-02
9/30/1992
-
--
215300
1,3205000
25525,000
6,000
1 6.1
17.9
1 2670
-
W-02
3/31/1993
417
177
1,280
7.6
53
40
6005000
948,000
2,000
5.6
15.2
167
-
W-02
9/17/1993
5,650
508
3.8
79
345700
12
225300
62
1,570,000
35350,000
12,000
6.4
20.8
4030
-
W-02
3/30/1994
185700
2,770
3
76
505900
34
2,400
25
200,000
555,000
--
5.7
16.0
1640
-
W-02
9/30/1994
215400
942
37
58
362
13
3,710
88
4155000
969,000
15,900
6.2
18.3
1440
-
W-02
3/31/1995
455000
1,710
78
58
5,050
28
3,660
172
155,000
460,000
--
6.2
13.7
930
-
W-02
9/29/1995
109,000
3,950
30
209
142
206,000
68
3,750
5
292
379,000
944,000
7,370
5.6
16.4
1345
-
W-02
3/30/1996
665500
1,250
12
105
78
965600
44
3,610
183
12,600
127,000
4,680
5.6
14.0
316
-
W-02
9/27/1996
895100
1,510
8.8
150,000
15
3,060
98
--
373,000
9,220
7.0
21.0
840
-
W-02
3/29/1997
645400
1,100
20
102
72
985000
47
2,500
150
1,0105000
25020,000
10,800
6.4
14.0
1300
-
W-02
9/17/1997
565500
1 1,620
13
87
88
995900
35
205200
201
1,410,000
35600,000
11,300
6.6
17.0
3780
-
-
-
W-02
3/27/1998
10,900
584
265000
6,160
116,000
15130,000
6,340
6.8
19.9
743
-
W-02
9/30/1998
15,400
518
39
34
285800
22
155000
60
762,000
3,380,000
15,700
6.4
21.0
753
-
W-02
3/31/1999
2,380
852
45
35
475000
21
6,920
73
26,300
262,000
1,410
6.2
18.0
126
-
W-02
9/29/1999
9,700
296
36
265900
9
203
2935000
458,000
15,300
6.2
20.0
182
-
W-02
3/16/2000
125700
434
28
25
195400
2,160
28
2815000
642,000
7,360
--
--
--
-
W-02
9/15/2000
5,490
508
1,600
7
1,140
93,400
374,000
1,890
6.6
19.0
170
-
W-02
3/23/2001
2,600
4,740
6
234
37
26,300
173,000
6,820
6.5
18.0
270
-
W-02
3/28/2002
17,900
47
46
455300
16
3,030
88
23,400
219,000
11,900
6.7
14.0
140
-
W-02
10/3/2002
--
--
--
--
--
--
--
--
-
--
--
-
-
W-02
3/25/2003
6,070
264
8,420
1 115
25
14,400
118,000
5,290
6.1
18.0
140
-
W-02
10/2/2003
4,630
277
105900
8
115100
1,270,000
35380,000
7,780
6.1
20.0
3020
-
W-02
4/28/2004
3,600
115000
6
2,630
36
233,000
634,000
8,130
-
14.4
1460
-
W-02
10/26/2004
30,200
2,140
9
112
83
655600
21
5,080
144
1,7105000
35800,000
7,220
-
-
3690
-
W-02
4/27/2005
2,750
6
9,150
8
8,950
26
1,2605000
25868,000
13,800
-
-
3170
-
W-02
10/20/20051
9,380
377
2
20
203
265200
9
6,800
116
1,510,000
1,700,000
22,000
-
-
1110
-

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 3 of 10
Analyte
c
•�
Q
y
i
Q
'C
m
m
-E
a
m
U
E
L
U
Q
O_
O
U
C
O
m
a)@
J
rN
C
a
i
N
Z
7
N
N
fn
>
to
U
N
Z
w
z
c
w
3
cn
N
N
>
p
G
�0,
O
F-
O
R
O
ram.
O
m
2
a
N
N
m
U
y
d
d
m
Q.
E
y
E
C1
U)
3
"
C1
c
O
w
N
O-
U)
Z
3
H
E
�
-
C
O
d
O
Cl
d
is
'a
X
O
J
C1
E
G1
x
O
>
o
N
N
o
C 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample
Date
W-02
10/19/2006
3,630
8,080
6
1,900
44
--
749,000
1,210,000
8,990
1050
-
W-02
4/27/2007
46,500
451
2
0
55,900
--
--
46
1,570,000
2,800,000
9,010
-
-
1880
-
W-02
11/19/20071
5,750
12,000
8
3,030
1,330,000
1,310,000
9,710
-
-
1330
-
W-02
4/30/2008
4,450
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
-
-
94
-
W-02
10/15/2009
30,000
13
1,600
4.8
110
67
200,000
36
3,400
42
410
--
--
--
6.4
15.9
900
30
-145
1.21
W-02
4/20/2010
430
180
490
2,400
830,000
1,900,000
48,800
8.0
13.8
1880
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
--
6.3
17.0
1340
712
46
3.99
W-02
4/22/2011
170
2.3
150
1.8
2,100
4,000
1 14
33
760,000
1,700,000
8,600
--
--
--
--
--
--
W-02
10/17/2011
2,180
113
6.1
2,710
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
6.5
16.1
1144
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
--
--
--
--
--
-
-
--
--
--
--
6.5
16.7
261
-
97.2
7.37
W-02
9/10/2013
451
315
676
21
44,600
135,000
10,200
--
--
--
--
--
--
W-02
4/7/2014
1,800
291
2,450
18.8
-
-
37,000
7,600
5.8
10.8
247
54.9
252
4.81
W-02
9/4/2014
5,930
183
6.3
7,950
163
-
-
39,000
182,000
--
5.5
20.1
168
28.2
126.4
3.08
W-02
4/3/2015
114
255
148
-
-
43,900
134,000
-
7.6
16.3
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
5.3
22.4
155
30
272
1.38
W-02
3/8/2016
860
280
1,300
29
-
-
41,000
130,000
5.7
21.2
193
29.7
136.2
5.59
W-02
9/8/2016
1,900
190
3,200
31
-
-
14,000
230,000
-
6.6
17.2
116
--
101
1.91
W-02
3/29/2017
140
220
200
2.5 J
-
-
46,000
100,000 B
-
7.0
15.2
294
5.76
206.2
6.94
W-02
9/27/2017
--
--
--
-
--
-
-
-
--
--
5.6
21.2
114
22
176
0
W-02
3/6/2018
100
230
150
7.4
1.3 J
47,000
130,000
6.2
10.6
185
7.47
220
3.7
W-02
9/12/2018
380
170
530
6.5
-
-
24,000
99,000
5.7
19.7
184
27.6
120.7
2.16
W-02
3/19/2019
230
150
320
11
-
-
28,000
94,000
5.3
10.9
126
9.39
142.3
0.69
W-02
9/3/2019
5,100
170
4,800
29
-
-
18,000
160,000
5.1
22.3
122
--
53
--
W-02
3/31/2020
970
150
1,100
20
-
-
22,000
82,000
5.5
13.1
101
19.4
83.9
2.57
W-02 (FD)
3/31/2020
990
150
1,300
20
22,000
76,000
-
--
--
--
--
--
--
W-02
9/24/2020
2,600
190
4,300
370
-
-
19,000
130,000
5.6
17.0
127
10.4
-35.1
2.41
W-03
1/16/1990
--
300
--
--
--
--
-
7.0
--
--
--
--
--
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
80
8,500
174,000
12,000
6.5
16.2
238
-
W-03
10/23/1991
213
149
240
330
116
214,000
12,000
6.7
19.7
207
-
W-03
3/25/1992
119
22,500
136,000
10,000
6.1
13.1
307
-
W-03
9/29/1992
670
120
580
410
0.3
20,000
189,000
1,000
5.9
17.1
223
-
W-03
3/31/1993
1,170
180
2,300
55
14,900
163,000
2,000
5.5
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
6.2
18.3
282
-
W-03
3/30/1994
4,420
259
24
10,700
150
264
107
17,000
180,000
5.7
15.9
180
-
W-03
9/30/1994
25,400
485
26
67
32,000
17
526
86
193,000
26,100
6.3
18.0
202
-
W-03
3/31/1995
31,300
466
27
55
36,400
25
430
186
133,000
206,000
6.6
12.7
220
-
-
-
W-03
9/29/1995
55,400
813
7
51
122
70,100
42
1,020
183
139,000
302,000
1,320
5.4
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
5.6
13.0
285
-
W-03
9/27/1996
11,200
257
16,400
15
235
94
59,800
215,000
1,100
7.8
18.0
243
-
W-03
3/29/1997
16,400
347
3
43
23,000
13
384
51
21,100
223,000
7,860
6.6
12.0
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
16.0
366
-
W-03
3/27/1998
12,200
491
21,300
604
19,100
248,000
1,260
6.1
19.9
542
-
W-03
1 9/30/1998
4,150
1
5,690
151
39
5,050
238,000
1,340
6.8
20.0
276
-

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 4 of 10
Analyte
c
•�
Q
y
i
Q
'C
m
m
-E a
m
U
E
L
U
OQ _
O
U
C
O
m
a)@
J
rN
C
a
i
N
Z
7
N
N
fn
>
to
U
N
Z
w
z
c
w
3
cn
N
N
>
p
G
�0,
O
F-
O
R
O
ram.
O
m
2
a
N
N
m
U
y
d
d
m
Q.
E
y
E
C1
U)
3
"
C1
c
O
w
N
O-
U)
Z
3
H
E
�
-
C
O
d
O
Cl
d
is
'a
X
O
J
C1
E
G1
x
O
>
o
N
N
o
C 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample
Date
W-03
3/31/1999
2,380
3,930
126
73
--
26,300
262,000
1,410
6.2
18.0
126
-
W-03
9/29/1999
2,130
4,230
1
90
27,300
272,000
1,710
6.8
19.0
315
-
W-03
3/16/20001
11,700
356
35
15,700
7
334
16
36
17,800
193,000
2,630
--
--
--
-
-
-
W-03
9/15/2000
6,590
323
26
9,900
11
309
17
20,900
187,000
1,530
6.7
18.0
390
-
W-03
3/23/2001
828
1,020
9
45
23
27,400
175,000
1,560
6.7
17.0
310
-
W-03
10/4/2001
3,640
6,020
8
221
13
24,700
186,000
3,200
6.1
17.0
200
-
W-03
3/28/2002
1,720
2,820
100
38,500
203,000
1,450
6.7
14.0
470
-
W-03
3/28/2002
2,370
2,820
100
17
25,600
177,000
--
--
238
W-03
10/3/2002
8,770
387
22
16,400
450
35
58,200
231,000
1,020
8.1
19.0
210
-
-
W-03
3/25/2003
15,300
362
26
23,800
8
622
45
42,600
194,000
6.2
19.0
210
-
W-03
10/2/2003
2,460
646
4,080
212
28,300
199,000
6.7
17.0
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
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
708
--
89,400
251,000
1,510
-
-
388
-
-
-
W-03
11/19/2007
124
263
156
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
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
740
140,000
430,000
--
5.9
15.2
--
8.6
121
2.82
W-03
4/20/2010
870
280
940
49
100
--
100,000
380,000
9,000
6.0
12.5
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
--
5.9
18.0
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
13.1
399
299
3.68
W-03
10/18/2011
380
195
262
22.1
102
1,100
360,000
413,000
7,700
6.9
17.5
764
6.3
128
1.76
W-03
3/16/2012
97.5
101
10.2
112
5.8
1,700
220,000
1,070,000
7,800
5.5
14.3
755
1.4
125.8
2.36
W-03
9/24/2012
87.4
49.1
51.9
1,000
418,000
719,000
--
5.8
17.8
1110
1.6
521
W-03
4/18/2013
56.2
75.7
29.6
844
401,000
852,000
10,600
5.7
14.0
1146
1.11
-443.1
0.54
W-03
9/10/2013
45.8
98.4
20
447,000
852,000
9,290
5.9
18.9
959
1.13
221.7
0.44
W-03
4/7/2014
39.8
88.4
20.4
338,000
796,000
10,100
5.9
10.7
1109
0.71
537.7
2.39
W-03
9/3/2014
34
135
23.4
364,000
895,000
--
5.7
20.6
1049
2.78
501.6
0.74
W-03
4/2/2015
32.8
155
25
449,000
932,000
6.1
15.7
960
2.11
327.6
1.48
W-03
9/9/2015
38
280
11 J
530,000
1,000,000 E
5.9
26.2
1410
0
485
1.02
W-03
3/8/2016
30
190
170
12
320,000
750,000
5.0
13.1
1018
0.62
550
1.5
W-03
9/8/2016
29
300
320
2.7
360,000
840,000
6.4
20.8
1048
0.46
88.2
1
W-03
3/29/2017
15 J
43
310
290
410,000
880,000 B
6.3
15.1
1218
2.22
180.2
0.79
W-03
9/26/2017
13 BJ
32
190
320
390,000
860,000
6.3
23.3
1080
2.9
371
0
W-03
3/6/2018
35
130
590
8.8
520,000
1,100,000
6.7
11.0
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
6.2
20.2
1131
0.64
195.6
3.2
W-03
3/19/2019
28
230
180
7.4
250,000
600,000
6.2
13.5
858
2.04
291
1.77
W-03
9/3/2019
27
110
5.4
-
-
200,000
500,000
6.0
20.9
680
0.16
177
1.11
W-03
3/31/2020
26
170
9.8
190,000
510,000
6.2
12.8
712
0.37
3,819.1
0.89
W-03
9/24/2020
29
100
120
10
-
-
150,000
460,000
6.2
16.3
648
0.35
129.3
0.7
W-03B
10/26/2004
2,330
3,170
157
24
174,000
545,000
2,710
--
--
862
--
--
--

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 5 of 10
Analyte
c
•�
Q
y
i
Q
'C
m
m
-E
a
m
U
E
L
U
Q
O_
O
U
C
O
m
a)@
J
rN
C
a
i
N
Z
7
N
N
fn
>
to
U
N
Z
w
Z
c
w
3
cn
N
N
>
p
G
�0,
O
H
O
R
O
ram.
O
H
m
2
a
N
N
m
U
y
d
d
m
Q.
E
y
H
E
C1
U)
3
"
C1
c
O
w
N
O-
to
Z
3
H
E
�
-
C
O
d
O
Cl
d
is
:2
X
O
J
C1
E
G1
x
O
>
o
N
N
C 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample
Date
W-03B
4/27/2005
203
2
1,830
15
907
41
36
--
590,000
840,000
10,100
-
1180
-
W-03B
10/20/2005
3,630
29
4,290
1 5
68
75
146,000
627,000
30,000
-
-
550
-
W-03B
10/19/20061
135
950
5
811
42
318,000
750,000
5,240
-
-
739
-
W-03B
4/27/2007
238
901
1,280
475,000
1,050,000
2,570
-
-
1240
-
W-03B
11/19/2007
1,170
1,270
582,000
101,000
22,600
-
-
1310
-
W-03B
4/30/2008
505
1,010
570,000
955,000
1,180
-
-
1270
-
W-03B
10/29/2008
48
4.9
1,950
946
0.07
10.5
305,000
760,000
830
1080
W-03B
4/30/2009
42.6
490
10.5
999
9.7
1.5
8.7
185,000
827,000
5,560
-
-
1150
-
W-03B
10/12/2009
39 J
3.6 J
43 J
0.9 J
330
880
250,000
780,000
--
7.2
14.6
--
14.4
-42
3.4
W-03B
4/20/2010
49
500
970
280,000
770,000
11,200
6.8
17.5
2320
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
--
6.7
17.5
1010
41.3
-25
W-03B
4/21/2011
2.5
51
970
1,200
12
85
370,000
890,000
1,100
6.6
15.4
956
-72
0.48
W-03B
10/18/2011
52
606
1,320
460,000
1,090,000
9,700
9.5
15.0
1750
9.4
-86
W-03B (FD)
10/18/2011
50.9
587
1,280
408,000
1,050,000
8,000
9.5
15.0
1750
9.4
-86
W-03B
3/16/2012
48.5
472
1,560
47.6
559,000
533,000
9,800
6.7
14.5
1474
2.9
-35
0.79
W-03B
9/24/2012
45.1
537
1,340
27.1
422,000
1,050,000
--
7.1
16.0
1650
3.6
-26
W-03B
4/18/2013
40.3
397
743
248,000
623,000
16,800
6.6
14.9
961
0
-71
0.47
W-03B
9/10/2013
43.2
258
448
120,000
421,000
6,580
7.2
19.3
1380
9.2
-43
W-03B
4/7/2014
46.6
772
540
-
-
123,000
396,000
49,000
6.9
16.1
987
0
-92
0.38
W-03B
9/3/2014
48.4
321
452
12.5
-
-
18,100
403,000
--
6.9
16.2
988
1.4
-87
2.01
W-03B
4/2/2015
47.8
3,070
520
-
-
79,400
415,000
-
7.2
16.0
500
8.5
122.7
0.74
W-03B
9/9/2015
42
170
570
-
-
110,000
390,000 B
-
6.7
27.2
670
0
-7
0.96
W-03B
3/8/2016
50
680
440
2.3
-
-
73,000
390,000
-
7.3
13.0
596
6.02
62
0.23
W-03B
9/8/2016
45
340
380
-
-
71,000
380,000
-
7.3
21.4
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
-
7.3
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
-
7.2
20.2
453
2.7
28
0
W-03B
3/6/2018
45
210
330
-
-
100,000
440,000
-
8.0
10.0
652
0.1
-28
0.55
W-03B
9/12/2018
47
240
230
-
-
61,000
340,000
-
--
23.0
504
0.18
-36
0.65
W-03B
3/19/2019
47
650
48
-
-
39,000
290,000
-
7.2
10.7
460
3.63
71.3
3.17
W-03B
9/3/2019
42
35
-
-
24,000
260,000
-
7.2
19.1
385
0.39
-11.5
0.59
W-03B
3/31/2020
59
87
-
-
23,000
240,000
-
7.5
12.8
400
0.2
24.9
0.44
W-03B
9/24/2020
54
350
120
-
-
19,000
260,000
-
7.6
16.0
392
0.73
185.3
0.23
W-04
4/4/1995
9,720
15,600
7
564
58
7,880
231,000
136,000
6.1
19.0
234
--
--
--
W-04
9/17/1997
4,420
2
10,000
6
406
190
8,860
212,000
3,190
7.5
18.0
366
-
W-04
3/27/1998
3,410
6,250
--
44
7,120
226,000
2,690
6.7
19.2
390
-
W-04
9/30/1998
219
1,610
299
6,420
200,000
7,260
5.9
21.0
322
-
W-04
3/31/1999
637
2,150
285
5,710
202,000
8,530
6.5
16.0
279
-
W-04
9/29/1999
127
1,440
5
271
24
207,000
2,850
6.4
18.0
315
-
W-04
3/16/2000
1,470
298
191,000
6,050
--
--
--
-
W-04
9/15/2000
165
1,090
252
5,300
241,000
15,500
6.2
17.0
310
-
W-04
3/23/2001
2,750
4
9,910
16
447
28
6,530
219,000
5,990
6.4
16.0
240
-
W-04
10/4/2001
204
915
7
229
186,000
7,800
6.3
20.0
300
-
W-04
3/28/2002
1,460
212
5,160
196,000
1,680
6.2
14.0
190
-
W-04
10/3/2002
1,130
237
29
5,080
202,000
4,070
6.1
19.0
280
-
W-04
3/25/2003
976
212
61050
185,000
1,610
6.2
16.0
260
-

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 6 of 10
Analyte
c
•�
Q
y
i
Q
'C
m
m
-E a
m
U
E
L
U
OQ _
O
U
C
O
m
a)@
J
rN
C
a
i
N
Z
7
N
N
fn
>
to
U
N
Z
w
z
c
w
3
cn
N
N
>
p
G
�0,
O
F-
O
R
O
ram.
O
m
2
a
N
N
m
U
y
d
d
m
Q.
E
y
E
C1
U)
3
"
C1
c
O
w
N
O-
U)
Z
3
H
E
�
-
C
O
d
O
Cl
d
is
'a
X
O
J
C1
E
G1
x
O
>
o
N
N
o
C 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample
Date
W-06
10/2/2003
1,920
268
24
3,220
154
440
--
95,000
466,000
34,000
7.3
19.0
661
-
W-06
4/28/2004
1,160
30
26
917
1 7
37
149
370,000
692,000
139,000
--
14.7
937
-
W-06
10/26/20041
790
89
32
259
12
87
116,000
630,000
79,200
-
-
917
-
W-06
4/27/2005
389
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
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
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
--
10.6
18.9
1020
33.1
-243
0.16
W-06
4/20/2010
1,700
59
400
14
3,200
87
1
69
16,000
450,000
9,100
10.7
18.9
930
209
-227
0.03
W-06
10/11/2010
320
37
420
19 J
2,800
56
--
120 J
13,000
410,000
--
10.6
17.7
816
35.7
-250
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
11.1
13.9
562
9.6
-189
1.01
W-06
10/17/2011
421
26.9
60.9
89
311
6.8
60.1
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
12.2
18.1
1040
8.6
-313
0.37
W-06
3/16/2012
221
44.7
8.5
83
10.1
11,400
499,000
5,200
11.2
17.3
845
1.9
-234
0.38
W-06
9/26/2012
202
37.3
23.6
162
14.1
12,200
317,000
--
11.4
16.3
667
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
10.4
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
10.6
17.9
506
6.87
82.6
0.71
W-06
4/9/2014
154
42.2
6.9
141
--
-
12,400
304,000
4,700
10.9
15.1
634
4.23
-43.1
1.23
W-06
9/5/2014
33.7
-
-
11,800
337,000
--
10.8
15.7
637
3.87
-37.4
1.19
W-06
4/2/2015
35.4
9.4
72.6
-
-
11,700
314,000
-
10.3
16.3
555
2.62
-142.1
2.74
W-06
9/8/2015
570
37
110
900
23
-
-
11,000
280,000
-
10.2
21.3
496
22.7
-59
1.95
W-06
3/9/2016
35
18
230
-
-
12,000
270,000
10.1
16.4
465
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
9.8
15.5
437
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
9.9
16.8
360
4.48
82
1.26
W-06
3/6/2018
100
39
32
620
9.4
-
--
11,000
260,000
9.6
11.9
0
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
9.5
15.6
435
3.18
80.7
0.68
W-06
9/4/2019
100
38
100
-
-
12,000
270,000
9.0
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-06
9/24/2020
120
40
7.8
230
-
-
9,000
290,000
9.3
15.6
387
6.13
-76.9
0.75
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
160
44
6,600
190,000
7.3
15.2
301
12
0.62
W-07
9/25/2012
318
77.3
628
173
6,200
206,000
-
8.1
15.1
403
18.2
46
W-07
4/18/2013
403
140
6
1,460
146
10,200
173,000
29,000
6.9
15.7
271
17.1
-448.1
1.7
W-07
9/11/2013
257
112
950
124
--
8,100
3,310
7.4
16.2
271
7.7
4.3
0.87
W-07
4/9/2014
427
131
--
1,830
97.1
-
-
11,200
181,000
3,500
6.8
15.6
265
21.3
119.1
2.87
W-07
9/5/2014
797
81.1
1,580
189
-
-
6,400
220,000
--
7.5
15.9
289
8.08
10.3
1.35
W-07
4/2/2015
402
136
1,970
69.6
-
-
10,800
169,000
-
7.5
15.9
284
9.37
6.3
2.19
W-07
9/9/2015
380 J
78
28
1,600
150
-
-
5,700
170,000 B
-
6.7
18.7
349
5.9
23
4.64
W-07
3/9/2016
800
140
16
3,800
100
-
-
11,000
110,000
-
7.0
14.1
284
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

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 7 of 10
Analyte
c
•�
Q
y
i
Q
'C
m
m
-E a
m
U
E
L
U
OQ _
O
U
C
O
i
m
a)
J
rN
C
@
a
i
N
Z
7
N
N
fn
>
to
U
N
Z
w
Z
c
w
3
cn
N
N
>
p
G
�0,
O
H
O
R
O
ram.
O
H
m
2
a
N
N
m
U
y
d
d
m
Q.
E
y
H
E
C1
U)
3
"
C1
c
O
w
N
O-
to
Z
3
H
E
�
-
C
O
d
O
Cl
d
is
:2
X
O
J
C1
E
G1
x
O
>
o
N
N
C 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample
Date
W-07
3/28/2017
500
130
28
--
3,600
0.93 J
110
--
--
--
--
8,900
160,000 B
-
6.9
15.3
280
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
-
7.5
16.3
281
9.24
50
0.5
W-07 (FD)
9/27/20171
200 B
71
4.1 J
1,100
0.67 J
93
-
-
5,400
230,000
-
7.5
16.3
281
9.24
50
0.5
W-07
3/5/2018
240
73
7.9
1,600
0.43
220
-
-
5,600
210,000
-
7.3
13.8
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
-
6.8
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
-
7.3
13.8
339
31.1
0.5
0.36
W-07
9/24/2020
99
130
5.9
1,500
37
-
--
11,000
180,000
-
7.0
15.1
208
17.6
-81.6
4.21
W-08
1/6/2011
--
--
330
0.12
2,900
65
-
-
73,000
210,000
-
7.5
14.8
300
49.6
182
7.88
W-08
4/20/2011
390
1.2
180
940
20
8.9
240
68,000
240,000
1,100
5.7
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
--
6.1
20.5
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
5.8
19.5
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
5.7
21.8
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
5.6
18.1
371
11.91
195.4
5.87
W-08
9/3/2014
318
136
463
23
13.4
-
-
114,000
300,000
--
5.4
14.8
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
5.9
21.6
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
31.2
322
35.6
125
3.55
W-08
3/9/2016
2,700
290
310
4,800
1.9
290
6.4
-
-
65,000
230,000
-
6.2
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
5.7
19.9
275
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
6.0
16.3
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
5.7
19.0
221
41
203
18.32
W-08
9/12/2018
62
36
12
230
-
-
11,000
260,000
6.9
18.5
394
91.3
119
5.87
W-08
3/20/2019
450
240
20
730
17
-
-
17,000
130,000
5.4
12.7
128
20.6
157.8
6.89
W-08
9/4/2019
270
300
370
11
-
-
61,000
180,000
5.1
16.3
206
9.8
61.6
6.47
W-08
4/2/2020
64
150
5.1
97
-
--
69,000
170,000
5.6
18.3
239
4.9
118.1
6.78
W-08
9/24/2020
940
180
13
1,100
18
-
-
37,000
140,000
--
--
--
--
--
--
W-08
9/24/2020
--
-
--
-
--
--
--
-
-
-
-
-
--
--
7.7
15.5
166
16.8
47.8
6.7
W-09
1/5/2011
-
27
440
32
-
-
16,000
150,000
-
8.4
15.9
274
119
22
W-09
1/5/2011
27
440
32
-
-
16,000
150,000
-
8.4
15.9
274
119
22
W-09
4/20/2011
83
39
170
23
42
10,000
130,000
8.8
16.8
286
121
-10
0.45
W-09
9/26/2012
116
102
10
108
10.1
8,800
149,000
--
11.0
16.3
350
7.9
12
W-09
4/19/2013
281
115
8.5
157
8
9,270
155,000
2,400
9.6
16.5
286
9.7
-455
0.22
W-09
9/10/2013
114
94
68.6
--
9,100
169,000
2,410
10.5
16.5
272
3.97
-73.4
0.27
W-09
4/9/2014
54.8
-
-
11,100
204,000
3,100
9.4
14.4
257
4.7
-421
0.18
W-09
9/4/2014
134
60.2
222
7.3
-
-
11,100
212,000
--
9.7
19.9
303
11.2
32.8
3.54
W-09
4/3/2015
113
-
-
9,100
279,000
-
11.7
16.8
982
3.57
-184.4
0.7
W-09
9/8/2015
110 J
100
3.7 J
41 J
1.4 J
-
-
9,100
280,000
-
11.8
19.2
856
7
-177
1.67
W-09
3/8/2016
90
89
83
-
-
10,000
290,000
12.2
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
11.6
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
11.6
17.0
655
1.85
-147.2
0.94
W-09
3/6/2018
61
110
3.8 J
51
-
11,000
270,000
11.4
11.6
690
3.7
-36
2.03

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 8 of 10
Analyte
c
•�
Q
y
i
Q
'C
m
m
-E a
m
U
E
L
U
OQ -
O
U
C
O
m
a)@
J
rN
C
a
i
N
Z
7
N
N
fn
>
to
U
N
Z
w
z
c
w
3
cn
N
N
>
p
G
�0,
O
F-
O
R
O
ram.
O
m
2
a
N
N
m
U
y
d
d
m
Q.
E
y
E
C1
U)
3
"
C1
c
O
w
N
O-
U)
Z
3
H
E
�
-
C
O
d
O
Cl
d
is
'a
X
O
J
C1
E
G1
x
O
>
o
N
N
o
C 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample
Date
W-09
9/11/2018
130
--
--
--
--
--
11,000
190,000
10.8
17.2
487
0.82
90.7
0.33
W-09
3/20/2019
110
-
12,000
270,000
11.3
17.9
798
1.51
-230.1
0.31
W-09
9/4/20191
130
-
13,000
180,000
9.6
17.0
292
0.5
-139.4
0.15
W-09
4/2/2020
42
170
-
12,000
230,000
11.4
18.1
758
0.87
-400
0.19
W-09
9/23/2020
140
-
11,000
190,000
11.2
17.7
473
0.61
-138.2
0.44
PW-01
4/29/1988
152
59
8
57
57
314
576
37,000
500,000
1,280
6.9
--
--
--
--
--
PW-01
7/13/1989
--
100
--
--
--
--
--
--
--
--
PW-01
9/6/1990
--
90
--
--
9.9
--
--
--
--
6.8
--
--
PW-01
10/23/1991
130
0
620
1,230
3,310
460,000
850,000
8,000
6.4
15.1
1247
--
--
--
PW-01
8/10/2009
--
35
4,800
1,800
--
680,000
--
--
7.0
15.3
2860
32.1
13
PW-01
5/13/2010
46
6,800
2,500
5,100
1,000,000
2,100,000
6.7
16.5
2580
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
-
6.8
16.1
2570
166
-50
13.2
PW-01
5/14/2010
34
2,900
2,000
560
800,000
1,900,000
-
6.8
15.0
2430
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
16.6
2250
24
0.6
PW-01
9/26/2012
1,060
52.2
4,280
2,780
13.5
450
1,190,000
2,980,000
--
6.8
15.9
2890
8.7
2
PW-01
4/18/2013
1,080
55.4
3,830
2,700
10.1
626
1,080,000
1,940,000
14,200
6.2
16.2
2401
3.03
-453.1
0.6
PW-01
9/10/2013
1,010
52.4
5,680
2,990
18.8
--
1,150,000
2,240,000
20,500
6.2
17.7
2191
5.24
44.1
0.4
PW-01
4/7/2014
628
48.9
4,780
3,130
--
914,000
1,980,000
16,600
6.2
15.3
2689
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
--
6.1
16.7
2552
5.69
-16.2
3.93
PW-01
4/2/2015
195
45
435
595
62.3
1,010,000
187,000
6.0
21.6
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
6.3
26.1
2220
0
1
0.49
PW-01
3/8/2016
420
51
8.8
5,000
3,500
940,000
2,100,000
6.4
14.3
2524
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
2080
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
6.4
15.8
2342
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
6.4
16.8
1880
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
6.1
13.6
2420
39.1
98
1.01
PW-01
9/13/2018
160
37
4,500
3,100
750,000
1,700,000
6.4
15.5
1709
9.76
74.4
0.26
PW-01 (FD)
9/13/2018
150
-
37
4,500
3,300
770,000
1,700,000
6.4
15.5
1709
9.76
74.4
0.26
PW-01
3/19/2019
430
38
5,300
2,700
7.8
670,000
1,500,000
6.4
14.7
1984
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
1963
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
6.4
15.2
2088
4.14
-1.6
0.25
PW-01
9/24/2020
360
56
9.6
1,000
190
19
330,000
730,000
6.0
15.4
954
6.09
214.4
3.75
PZ-01
1/4/2011
--
81
1,600
78
-
-
98,000
180,000
-
-
-
-
-
-
PZ-01
4/20/2011
1,600
63
1 1.9
2,700
1.6
110
110
30,000
100,000
4,200
-
-
-
-
PZ-01
9/25/2012
99.7
138
119
1,900
319,000
806,000
-
PZ-01
4/17/2013
182
64.3
200
55.6
240
95,500
217,000
4,960
-
-
-
-
PZ-01
9/10/2013
82.7
72.1
17.8
--
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
-
PZ-01
4/1/2015
60.1
87
11.4
-
--
91,900
290,000
-
8.1
16.5
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
-
-

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 9 of 10
Analyte
c
•�
Q
y
i
Q
'C
M
m
-E a
M
U
E
L
U
OQ _
O
U
C
O
i
M
a)@
J
rN
C
a
i
N
Z
7
N
N
fn
>
to
U
N
Z
w
Z
c
w
3
U)
N
N
>
p
G
�0,
O
H
O
R
O
ram.
O
H
m
2
a
N
N
m
U
y
d
d
m
Q.
E
y
H
E
C1
U)
3
"
C1
c
O
w
N
O-
to
Z
3
H
E
�
-
C
O
d
O
Cl
d
is
'a
X
O
J
C1
E
G1
x
O
>
o
N
N
C 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample
Date
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
4/1/2015
58.4
159
9.7
-
--
82,200
267,000
-
8.2
15.9
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
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
-
7.5
21.3
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
6.0
8.3
192
60.9
157
6.2
PZ-02
9/3/2019
160
62
5.3
770
450
-
-
46,000
230,000
-
--
--
--
--
--
--
PZ-02
4/1/2020
69,000
710
20
80
130,000
38
7,200
7.4
33,000
160,000
-
-
-
-
-
-
PZ-02
9/23/2020
--
-
--
--
--
-
--
--
--
--
24,000
180,000
-
-
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
49
25,000
100,000
3,000
-
-
-
-
PZ-03
9/25/2012
-
--
--
--
--
-
-
--
--
--
-
-
PZ-03
4/17/2013
914
55.7
1,090
10.2
30,500
87,000
3,230
-
-
-
-
-
-
PZ-03
9/9/2013
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
4/1/2015
143
57.9
335
5.4
-
-
30,400
105,000
-
10.4
10.8
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
58,400
181,000
-
-
-
-
-
-
-
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
-
-
10.0
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
3,000
-
-
45,000
160,000
-
-
-
-
-
-
-

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 10 of 10
E
N
E
�
-
N
m
C1
U)
C
U
3
O
J
N
O
y
"
d
C1
E
N
R
d
C1
O
Cl
G1
Z
>
d
c
O
Z
d
x
O
rN
p
c
•�
E
E
Q
i
7
c
G
O
m
m
Q.
w
N
Mo
'a
>
N
Analyte
<
y
i
<
'C
M
m
-a
M
U
L
U
O-
O
U
C
O
M
a)@
J
C
a
N
Z
N
N
fn
>
rn
U
N
w
Z
w
3
o7
�0,
O
H
ram.
O
H
2
a
E
y
H
O-
to
3
H
X
O
U)
0
C 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample
Date
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
2,800
33
-
-
94,000
280,000
-
-
-
-
-
PZ-04
3/19/2019
130
79
1
200
12
-
--
31,000
120,000
-
7.2
8.3
171
15.7
182.5
5.06
PZ-04
4/1/2020
95,000
1,600
4.8
130
160,000
34
3,400
-
-
37,000
130,000
-
--
--
--
--
--
--
PZ-05
1/5/2011
--
92
1,300
1,300
-
-
130,000
510,000
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
765,000
-
PZ-05
4/1/2015
494
83.4
769
82.3
-
-
153,000
339,000
-
7.0
10.5
516
1.06
34
7.17
PZ-05
9/8/2015
--
--
--
--
--
--
-
-
-
--
--
-
-
PZ-05
3/7/2016
41,000
2,500
52
1,300,000
27
32,000
-
-
63,000
150,000
-
-
-
-
-
-
-
PZ-05
9/7/2016
740
58
0.27
6,800
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
6,000 B
380
0.93
11
250,000
2.7
880
-
-
210,000
450,000
-
6.9
18.8
581
1,268
46
2.52
PZ-05
3/5/2018
630
370
1.6
3.2 J
230,000
1.6
2,000
2.5 J
140,000
340,000
7.0
11.0
447
--
149
11.89
PZ-05
9/11/2018
8,000
410
8
17
170,000
3.7
5,300
-
-
140,000
360,000
--
--
--
--
--
--
PZ-05
3/19/2019
2,000
55
3.2
3,400
37
-
--
55,000
160,000
5.8
8.0
211
120
173.5
4.39
PZ-05
9/3/20191
270
75
7.6
1,100
1
470
-
-
170,000
400,000
--
--
--
--
--
--
PZ-05
4/1/20201
11,000
180
8.1
17
51,000
1 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
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
Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
Analysis for all metals analyses in PZ samples discontinued in 2020 per NCDWM authorization 7/9/2020.

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
j
•EE
u
m
.�m
E
E
E
'a
m
j
o
L
O
C
o
G>
y
N
£
u
n
N
Z
z
n
°
O
N
6
O
NImio
H
p
Q
C)
C
O
O
CL
3
L •N
2 L)
m
`
C
o
j
O
ii
w
oAnalyte
ui
?
R
m
0
c
0
7
d'
O
6
:C >
O £oN
c
OI
O
c
0
> �
£H
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-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
7.2
11.6
490
--
--
--
SS-01
10/23/1991
109
150
108,000
248,000
12,000
7.9
17.2
381
--
--
--
SS-01
3/25/1992
4,150
3.4
5,000
15.8
64
250
9,400
185,000
14,000
5.8
11.3
126
--
-
SS-01
9/29/1992
160
85
190
84,000
241,000
2,000
5.7
13.8
356
--
-
SS-01
3/31/1993
400
77
29
1,340
70,400
127,000
2,000
5.9
13.0
207
--
--
SS-01
9/17/1993
240
598
28
450
77,400
251,000
3,000
7.1
20.9
360
--
--
--
SS-01
3/30/1994
220
873
30
250
30,600
108,000
5,000
5.9
14.0
380
--
--
-
SS-01
9/30/1994
1,300
1,690
6
84
430
64,800
255,000
30,000
7.1
19.1
332
--
--
--
SS-01
3/31/1995
3,580
2,440
106
246
190
48,900
211,000
7.8
13.9
290
--
-
--
SS-01
9/29/1995
200
358
7
38
500
70,000
264,000
3,740
5.2
13.9
458
--
SS-01
3/30/1996
279
547
14
185
31,300
129,000
1,790
6.7
11.0
193
--
--
SS-01
9/27/1996
125
300
5
21
95
290
56,100
225,000
2,360
7.7
19.0
336
--
--
--
SS-01
3/29/1997
307
552
16
13
225
30,000
138,000
3,040
7.6
16.0
94
--
--
--
SS-01
9/17/1997
476
835
40
169
625
47,400
224,000
1,670
7.9
19.0
319
--
--
--
SS-01
3/27/1998
190
685
12
61
680
38,700
163,000
5,230
7.6
18.6
473
--
--
SS-01
9/30/1998
126
540
6
33
300
28,000
177,000
4,090
7.2
18.0
322
--
--
--
SS-01
3/31/1999
239
332
44
120
63,200
191,000
2,490
7.1
16.0
247
--
--
--
SS-01
9/29/1999
1,530
3,330
5
88
90
23,200
143,000
8,810
7.8
16.0
308
--
--
--
SS-01
3/16/2000
117
1,940
922
199
50,900
202,000
3,780
--
--
--
--
--
SS-01
9/15/2000
327
166
38
160
26,100
157,000
5,080
7.3
19.0
410
--
--
SS-01
3/23/2001
158
10
26,100
113,000
2,810
6.9
16.0
150
--
--
SS-01
10/4/2001
116
29
300
99,000
343,000
5,300
7.4
19.0
440
--
--
--
SS-01
3/28/2002
201
10
27
320
41,900
177,000
3,180
7.0
11.0
400
--
--
--
SS-01
10/3/2002
317
767
52
750
73,300
300,000
3,070
--
19.0
330
--
--
--
SS-01
3/25/2003
673
607
24
115
31,600
119,000
2,080
6.9
18.0
440
--
--
SS-01
10/2/2003
705
72
446
29,400
181,000
2,380
6.3
15.0
249
--
--
SS-01
4/28/2004
179
80
374
70,400
176,000
2,060
--
11.7
281
--
--
--
SS-01
10/26/2004
145
132
36
209
58,800
217,000
2,620
--
397
--
--
--
SS-01
4/27/2005
105
11
149
41,400
174,000
2,150
--
294
--
--
--
SS-01
10/20/2005
347
84
453
15
55
288
47,600
213,000
9,500
--
232
--
--
SS-01
10/19/2006
937
1,630
130
22
226
59,200
168,000
2,970
-
--
423
--
-
-
SS-01
4/27/2007
446
1,240
18
188
27,400
128,000
3,600
--
209
--
--
SS-01
11/19/2007
104
11
117
61,500
243,000
3,540
--
371
--
--
SS-01
4/30/2008
170
242
21
238
56,300
171,000
2,690
--
--
260
--
--
--
SS-01
10/29/2008
56.4
0.3
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
22.0
1490
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
370
49,000
240,000
--
7.8
13.1
2380
8.9
160
12.7
SS-01
4/19/2010
190
64
240
12
400
33,000
190,000
4,900
8.1
12.0
557
63.1
199
10.68
SS-01
10/11/2010
52 J
1.1 J
71
1.6 J
160
16 J
36
640
40,000
240,000
--
7.8
16.5
455
8
107
12.77
SS-01
4/20/2011
62
66
280
13
300
30,000
140,000
3,400
7.6
18.0
270
4
211
9.71
SS-01
10/18/2011
153
76.7
190
9.6
250
39,200
210,000
5,700
7.5
16.9
289
8.3
236
9.56
SS-01
3/16/2012
170
82.5
238
11
37,400
221,000
4,800
7.8
15.7
359
2.46
-27
11.3
SS-01
9/24/2012
147
94.1
146
10.2
450
47,700
257,000
--
7.7
15.7
589
21.3
153
8.65
SS-01
4/17/2013
366
73.5
492
12.4
141
29,000
131,000
4,410
8.0
20.9
297
4.9
76.3
6.87
SS-01
9/9/2013
179
87.1
240
18.1
470
41,700
203,000
7,210
8.4
20.6
347
5.4
-173
9.4
SS-01
4/6/2014
62.2
137
60.6
--
70,000
224,000
4,100
7.9
9.6
381
5.1
142.2
11.65
SS-01
9/3/2014
122
82.6
264
64.7
93,400
339,000
--
8.0
21.1
396
8.01
47.4
7.32
Page 1 of 9

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
j
•EE
u
m
.�m
E
E
E
'a
m
j
o
L
O
C
o
G>
y
N
£
u
n
N
Z
z
n
°
O
N
6
O
NImio
H
p
Q
C)
C
O
O
CL
3
L •N
2 L)
m
`
C
o
j
O
ii
w
oAnalyte
ui
?
R
m
0
c
0
7
d'
O
6
:C >
O £oN
c
OI
O
c
0
> �
£H
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-01
4/1/2015
146
72.2
--
291
58.6
--
--
--
--
69,100
216,000
7.8
17.1
552
3.1
39.6
9.74
SS-01
9/9/2015
7,600
-
190
11
129000
6.2 J
660
93,000
280,000 B
--
--
--
--
--
SS-01
3/8/2016
240
--
63
350
20
29,000
93,000
8.9
9.1
440
--
98.1
12.3
SS-01
9/7/2016
71
-
67
220
6.3
35,000
200,000
--
--
--
--
--
SS-01
9/7/2016
57
72
210
5.2
32,000
210,000
8.6
21.9
298
3.6
49
8.1
SS-01
3/27/2017
160
-
61
1,400
800
3.6 J
460,000
1,0009000 E
7.6
17.0
1
--
68
10.6
SS-01
5/8/2017
590 B
57
660
6.8
23,000
150,000
--
--
--
--
--
--
SS-01
9/25/2017
130 B
84
250
8.6
40,000
240,000
8.0
20.2
322
3.33
61
8.23
SS-01
3/5/2018
55
69
140
9.2
38,000
190,000
8.1
11.1
289
3.2
186
10.28
SS-01
9/11/2018
150
-
84
470
22
36,000
1,200,000
8.1
21.8
380
6.07
101
5.84
SS-01
3/18/2019
230
--
51
590
7.4
20,000
150,000
7.7
11.7
212
9.98
212.9
13.45
SS-01
9/4/2019
250
77
380
11
32,000
200,000
8.1
19.6
293
12.4
-28.6
6.39
SS-01
2/17/2020
3,100
64
3,400
1.2
26
23,000
150,000
7.8
10.4
219
34.9
216
9.58
SS-01
2/24/2020
1,200
-
63
1,600
16
25,000
170,000
8.6
7.7
233
16.2
192
10.95
SS-01
4/1/2020
490
--
59
690
8.6
26,000
150,000
8.5
11.7
225
34.2
49.5
8.58
SS-01
9/23/2020
1,000
-
82
1,400
25
31,000
200,000
7.7
15.5
316
34.2
16.7
7.06
SS-01+150
2/17/2020
2,700
--
61
3,400
1.2
24
21,000
150,000
7.8
10.4
208
33.1
232
9.76
SS-01+150
2/24/2020
1,500
--
67
1,700
49
34,000
180,000
8.2
7.8
198
17.8
209
12.08
SS-01+550
2/17/2020
2,400
--
60
2,700
1
32
26,000
160,000
7.7
10.2
207
26.4
234
10.26
SS-01+550
2/24/2020
1,300
--
65
1,400
33
33,000
170,000
8.3
7.9
256
13.2
205
10.26
SS-01+850
2/17/2020
2,500
59
2,700
36
29,000
160,000
7.7
10.0
221
25.2
243
9.42
SS-01+850
2/24/2020
1,100
--
66
1,300
27
33,000
180,000
8.2
7.9
249
13.9
207
12.28
SS-02
9/21/1990
130
94
4.6
100
--
1,140
47,000
141,000
15,000
7.5
14.6
607
--
--
--
SS-02
10/23/1991
--
170
820
711
80
1,020
490,000
8069000
10,000
7.8
18.0
1280
--
--
--
SS-02
3/26/1992
7,650
2.1
8,070
12.9
130
250
13,100
149,000
12,000
6.0
11.5
111
--
--
--
SS-02
9/30/1992
330
--
--
7.3
550
183,000
474,000
3,000
6.1
15.1
778
--
--
--
SS-02
3/31/1993
208
675
327
350
70,400
185,000
4,000
5.8
14.1
341
--
SS-02
9/17/1993
470
1,270
722
2,300
154,000
523,000
4,000
7.5
22.2
754
--
--
--
SS-02
3/30/1994
220
32
1,120
117
165
320
40,000
143,000
--
6.0
14.4
692
--
--
SS-02
9/30/1994
120
28
470
356
24
325
135,000
397,000
37,900
7.4
18.6
573
--
--
--
SS-02
3/31/1995
165
526
332
41
750
102,000
342,000
--
7.9
14.5
496
--
--
--
SS-02
9/29/1995
406
1,020
6
598
1,030
155,000
5059000
2,680
5.6
13.5
1095
--
--
-
SS-02
3/30/1996
426
787
250
190
30,600
198,000
2,990
6.5
12.0
282
--
--
--
SS-02
9/27/1996
61
227
10
262
47
750
147,000
409,000
3,190
7.6
20.0
613
--
--
--
SS-02
3/29/1997
209
644
246
10
450
72,800
255,000
2,470
7.8
16.0
224
--
--
--
SS-02
9/17/1997
165
428
6
333
153
2,210
160,000
562,000
2,430
7.8
18.0
826
--
--
--
SS-02
3/27/1998
220
960
363
32
550
94,200
324,000
3,960
7.8
17.5
724
--
--
--
SS-02
9/30/1998
100
1
1
595
351
1,550
89,200
444,000
6,850
7.4
19.0
368
--
--
--
SS-02
3/31/1999
129
947
587
1,550
204,000
420,000
3,260
7.4
17.0
340
--
--
--
SS-02
9/29/1999
1,380
3,030
147
21
160
45,700
173,000
8,100
7.6
17.0
623
--
--
--
SS-02
3/16/2000
960
464
1,180
175,000
500,000
3,750
--
--
--
--
--
--
SS-02
9/15/2000
283
225
416
1,240
170,000
439,000
6,580
7.4
20.0
640
--
--
--
SS-02
3/23/2001
108
260
7
135
34
103
71,900
224,000
3,080
6.6
16.0
170
--
--
--
SS-02
10/4/2001
166
746
8
910
6,320
421,000
192509000
27,000
7.2
19.0
680
--
--
--
SS-02
3/28/2002
121
502
206
320
127,000
405,000
2,970
7.4
11.0
510
--
--
--
SS-02
10/3/2002
220
494
549
1,110
266,000
5179000
4,280
5.8
18.0
130
--
-
SS-02
3/25/2003
1,570
1,280
6
264
24
162
90,300
234,000
1,910
6.0
18.0
1260
--
--
--
Page 2 of 9

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Analyte
j
E
E
E
'a
m
j
O
L
O
C
o
�
G>
y
N
£
(n
n
N
Z
z
n
°
O
N
6
O
N
H
p
Q
C)
C
O
O
CL
3
L •N
2 L)
m m
d N
C
o
�
j
O
0 w
�
U)
H
R
m
0
c
0
7
d'
22
m
:2 >
O E
c
OI
O
>
O
N
0
o�
£
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-02 (FD)
3/25/2003
11750
1,320
265
24
194
94,600
235,000
2,000
6.0
18.0
1260
SS-02
10/2/2003
1,010
546
610
115,000
395,000
2,500
6.5
14.0
556
SS-02
4/28/2004
109
400
417
608
220,000
394,000
2,260
--
12.7
623
SS-02
10/26/2004
216
839
582
2,000
276,000
554,000
3,060
807
SS-02
4/27/2005
356
272
648
37,600
460,000
2,480
737
SS-02
10/20/2005
72
1,120
330
48
546
240,000
571,000
3,400
419
SS-02
10/19/2006
530
1,060
534
32
299
204,000
422,000
3,490
550
SS-02
4/27/2007
389
811
488
333
439,000
303,000
4,420
511
SS-02
11/19/2007
136
308
23
258
300,000
647,000
3,540
908
SS-02
4/30/2008
278
254
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
1070
SS-02
4/30/2009
60.8
89.4
222
19.2
499
201,000
518,000
3,390
821
SS-02
8/26/2009
--
--
71
110
220
--
--
310,000
--
--
7.8
21.6
2120
6.4
101
6.38
SS-02
10/12/2009
43 J
5.1 J
60
0.8 J
45 J
48
320
210,000
510,000
--
7.8
13.3
3360
8.7
123
12.95
SS-02
4/19/2010
64
10
260
260
420
150,000
390,000
6,300
7.6
10.6
632
60.1
181
10.21
SS-02
10/11/2010
1.1 J
69
1.4 J
270
310
8.9
6.4 J
1,200
250,000
660,000
--
7.6
15.2
999
--
113
8.29
SS-02
4/20/2011
63
270
150
4
630
120,000
360,000
3,000
7.6
18.6
602
4.2
241
9.7
SS-02
10/18/2011
74.9
181
266
470
202,000
582,000
7,300
7.4
17.6
536
4.6
248
9.7
SS-02
3/16/2012
71.8
171
65.8
1,600
152,000
614,000
6,300
7.6
15.4
781
3.4
14.5
11.52
SS-02
9/25/2012
97.6
236
301
1,600
400,000
858,000
--
8.5
16.2
1420
9.7
181
9.08
SS-02
4/17/2013
194
71.4
242
110
214
79,100
207,000
5,030
8.1
20.8
382
4.7
79.6
7.97
SS-02
9/10/2013
10C
83
135
102
1,160
167,000
493,000
6,290
8.0
19.8
657
8.2
99.8
7.11
SS-02
4/6/2014
133
56.4
194
21.2
--
87,000
277,000
5,000
8.9
14.0
445
7.52
138.1
12.13
SS-02
9/3/2014
83.7
68.6
11.1
158,000
526,000
--
8.1
23.4
733
2.45
61.3
5.09
SS-02
4/1/2015
59
96.1
16.7
92,200
297,000
8.1
15.0
508
1.81
9.6
8.13
SS-02
9/8/2015
260 J
100
1.1 J
450
70
160,000
460,000
--
--
--
--
--
--
SS-02
3/8/2016
150
65
260
36
1.7
61,000
180,000
8.4
8.5
368
--
227.1
11.32
SS-02
9/7/2016
150
81
0.1
490
44
86,000
300,000
8.5
21.8
452
4.6
89
8.4
SS-02
3/27/2017
65
74
0.5
210
11
68,000
250,000 B
7.2
16.1
403
1.8
169
9.62
SS-02
9/25/2017
86 B
88
0.5
200
43
88,000
310,000
8.0
19.7
458
1.18
183.9
8.41
SS-02
3/5/2018
37 J
69
0.5
160
27
92,000
300,000
8.0
9.9
457
4.6
179
11.75
SS-02
9/11/2018
83
0.5
250
52
89,000
320,000
7.9
22.1
533
4.8
110
5.12
SS-02
3/18/2019
150
47
0.5
530
23
34,000
170,000
6.9
10.7
250
7.68
175.3
12.34
SS-02
9/3/2019
150
80
0.5
240
30
60,000
250,000
7.4
22.6
376
8.62
-15.4
6.3
SS-02
2/17/2020
1,900
60
0.5
2,400
34
30,000
160,000
7.6
10.0
216
24.8
265
9.28
SS-02
2/24/2020
1,100
68
0.5
1,300
40
42,000
190,000
8.0
8.1
294
21.4
208
11.96
SS-02
4/1/2020
450
47
0.5
580
18
38,000
150,000
9.1
12.4
245
13.5
42.7
9.13
SS-02 (FD)
4/1/2020
400
46
0.5
600
18
38,000
160,000
--
--
--
--
--
--
SS-02
9/23/2020
11200
74
0.5
1,400
39
49,000
230,000
8.0
15.6
372
28.4
9
7.32
SS-10
8/11/2009
--
65
12,000
400
11,000
--
7.1
20.6
1890
42.9
-40
3.38
SS-15
8/11/2009
52
900
35
7,500
7.8
20.7
1840
52.5
114
9.65
SS-20
8/11/2009
58
800
46
8,200
8.4
23.9
1112
27.3
58
7.63
SS-20
4/21/2011
190
54
550
17
100
4,800
96,000
1,900
7.7
14.6
87
14.2
128
9.4
SS-20
9/24/2012
378
51.4
1,580
51.1
(
3,600
89,000
--
7.3
15.6
146
10.3
159
8.55
SS-20
4/17/2013
788
56
1,050
19.8
5,590
55,000
2,760
7.5
19.8
283
7.2
158
8.7
SS-20
9/9/2013
456
60.3
1,170
48.4
274
3,610
78,000
2,280
7.4
21.7
97
9.7
24.2
8.37
SS-20
4/6/2014
126
54.2
269
6
--
5,200
68,000
1,900
8.1
9.6
212
14.4
134.7
10.32
SS-20
1 9/3/20141
818
73.7
2,450
71.4
3,600
97,000
--
7.4
20.6
100
20.9
-12.5
5.33
Page 3 of 9

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Analyte
j
E
•E
Q
u
m
Q
.�
m
E
'
E
'a
m
L)
j
o
L
U
o
0
C
o
-j
G>
y
N
a
a
£
(n
in
N
Z
z
cn
°
O
N
6
O
N
H
p
Q
C)
C
O
O
�
CL
3
L •N
L)
io m
m
C
of
� °
j
O
0«
uoi '
H ?
R
m
0
c
0
7
d'
O
C>
O £
c
OI
O
N
>
c
N
o £
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-20
4/1/2015
2,320
105
4,840
99.1
--
--
--
--
5,000
66,000
7.7
14.9
103
7.26
7.2
7.59
SS-20
9/9/2015
4,700
130
- 5
5.8 J
7,600
170
3,900
90,000 B
--
--
--
--
--
--
SS-20
3/8/2016
470
53
0.1
450
8.9
4,300
65,000
7.9
12.1
74
--
113.9
8.72
SS-20
9/7/2016
310
59
0.1
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
0.5
4,700
1.4
280
3,100
62,000 B
7.5
16.3
179
9.7
97.8
8.97
SS-20
9/25/2017
3,200 B
110
0.5
4.6 J
5,500
1.6
140
2,900
69,000
6.9
20.4
84
16.1
-22.3
6.04
SS-20
3/5/2018
120
57
0.5
420
23
4,100
80,000
7.6
10.8
74
7
201
9.63
SS-20
9/11/2018
370
67
0.5
1,600
85
3,300
75,000
7.6
21.3
117
24.3
70
5.11
SS-20
3/18/2019
550
54
0.5
680
8.1
4,300
84,000
7.5
10.5
70
13.2
219.4
8.86
SS-20
9/3/2019
3,700
110
0.5
5,300
2
130
3,100
94,000
6.0
20.7
101
23.9
16.8
6.56
SS-20
2/17/2020
2,200
51
0.5
2,500
1
19
8,700
79,000
7.5
9000.0
86
23
227
8.96
SS-20
2/24/2020
1,400
49
0.5
1,800
16
8,800
86,000
8.6
7.1
97
15.8
190
9.83
SS-20
4/1/2020
1,800
47
0.5
1,600
13
9,300
76,000
6.6
11.8
88
23.4
73.1
9.41
SS-20
9/23/2020
4,800
59
0.5
6,000
2
88
8,000
120,000
6.9
15.7
129
85.6
1,280
7.3
SS-25
8/11/2009
--
60
1
590
53
--
28,000
--
8.4
22.1
1830
32.1
75
7.57
SS-25
4/21/2011
150
50
470
8.2
40
5,000
100,000
1,900
7.6
14.8
89
15.5
128
9.66
SS-25
9/24/2012
508
52.2
1,580
103
22
39,800
156,000
--
7.2
15.9
257
13.6
145
8.44
SS-25
4/17/2013
820
54.9
1,170
32.6
5,810
62,000
2,940
7.5
19.6
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
7.4
20.3
134
5.9
23.7
8.26
SS-25
4/6/2014
310
51.1
555
13.8
--
5,500
75,000
2,000
7.1
9.6
83
11.9
86.6
10.42
SS-25
9/3/2014
2,000
83.3
3,880
79.3
3,400
100,000
--
7.4
21.4
92
32.1
-11.9
5.63
SS-25
4/1/2015
292
53.4
649
10.6
5,200
74,000
7.1
15.0
89
9.45
16.3
5.93
SS-25
9/9/2015
660
63
- 5
1,500
58
3,700
85,000 B
--
--
--
--
--
--
SS-25
3/8/2016
1,700
92
0.1
2,500
1.8
90
4,700
83,000
8.3
12.8
73
--
63
11.8
SS-25
9/7/2016
1,400
77
0.1
3,200
81
1,700
86,000
8.0
19.7
64
2.9
43
8.2
SS-25
3/27/2017
390
62
0.5
590
9.4
3,100
73,000 B
7.6
16.7
121
7.4
101
8.02
SS-25
9/25/2017
780 B
56
0.5
1.6 J
1,200
0.29 J
27
2,500
74,000
7.1
20.0
88
11.5
15.3
6.9
SS-25
3/5/2018
210
47
0.5
400
15
4,200
78,000
7.8
11.4
78
13.5
191
8.84
SS-25
9/11/2018
270
53
0.5
1,100
32
2,600
88,000
7.2
21.4
123
18.3
82.8
5.04
SS-25
3/18/2019
610
51
0.5
700
5.5
4,400
69,000
7.8
10.3
70
14.4
226.5
8.44
SS-25
9/3/2019
1,700
70
0.5
2,700
45
3,200
100,000
6.2
21.2
100
60.12
8.9
6.02
SS-25
2/17/2020
2,800
55
0.5
3,600
1.5
25
8,500
81,000
7.5
9.6
79
33.5
251
8.82
SS-25
2/24/2020
1,300
46
0.5
1,500
9.8
8,700
93,000
8.4
7.3
86
24.9
199
10.2
SS-25
4/1/2020
1,700
48
0.5
1,500
9.5
9,200
70,000
6.9
11.7
89
20.8
71
9.8
SS-25
9/23/2020
4,400
58
0.5
4,900
1.8
60
8,300
110,000
6.8
15.6
125
91
1,157
7.46
SS-30
8/11/2009
--
72
150
25
95,000
--
8.5
22.8
5250
21.7
57
8.1
SS-30
1/5/2011
--
77
330
130
63,000
370,000
8.6
3.9
388
6.9
132
10.43
SS-30
4/20/2011
67
220
8.9
330
27,000
160,000
2,800
7.4
17.9
283
3.9
238
9.47
SS-30
9/24/2012
163
88
175
19.8
280
84,700
312,000
--
7.8
15.4
567
14.9
152
8.77
SS-30
4/17/2013
352
76.4
455
13.2
194
31,000
144,000
18,200
7.8
21.1
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
8.1
20.4
318
4.59
17.9
7.13
SS-30
4/6/2014
61.6
159
--
33,200
170,000
4,000
8.0
9.5
270
5.52
159.3
16.21
SS-30
9/3/2014
145
84.3
277
16.4
43,600
253,000
--
8.4
21.4
308
11
16.6
6.96
SS-30
4/1/2015
173
67.1
291
11.2
43,200
191,000
7.9
16.5
348
6.3
6.2
7.66
SS-30
9/9/2015
86
110
5.8 J
98,000
280,000 B
--
--
--
--
--
--
SS-30
3/8/2016
870
67
1,000
32
31,000
150,000
8.5
9.3
275
--
164.2
12.04
SS-30
9/7/2016
470
70
0.1
970
44
48,000
270,000
8.5
21.6
357
2.8
48
8.5
SS-30
3/27/2017
160
70
0.5
370
10
41,000
200,000 B
7.8
16.1
343
2.8
114
10.33
SS-30
9/25/2017
200 B
91
0.5
360
11
41,000
220,000
7.9
20.9
335
3.76
66.3
7.84
Page 4 of 9

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Analyte
j
E
.E
Q
u
m
Q
.�
m
E
'
E
'a
m
L)
j
o
L
U
o
0
C
o
-j
G>
y
N
a
a
£
(n
in
N
Z
z
cn
°
O
N
6
O
N
H
p
Q
C)
C
O
O
�
CL
3
L •N
L)
io m
m
C
of
� °
j
O
0«
uoi '
H ?
R
m
0
c
0
7
d'
O
C>
O £
c
OI
O
N
>
c
N
o £
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
3/5/2018
66
64
v.o
180
9.8
--
--
--
--
51,000
240,000
8.0
17.0
357
9.7
197
10.97
SS-30
9/11/2018
130
71
0.5
480
26
52,000
260,000
8.1
21.3
442
10.2
106
6.1
SS-30
3/18/2019
360
54
0.5
880
19
24,000
150,000
7.9
11.5
239
13
216.7
10.14
SS-30
9/4/2019
350
86
0.5
570
14
34,000
220,000
8.0
19.5
301
14.4
-28.6
6.39
SS-30
2/17/2020
3,200
64
0.5
3,600
1.5
62
27,000
200,000
7.6
10.1
240
9.65
259
9.85
SS-30
2/24/2020
1,800
66
0.5
2,500
65
32,000
210,000
8.5
7.6
269
24.2
202
10.23
SS-30
4/1/2020
1,300
59
0.5
1,800
18
31,000
160,000
7.4
11.8
262
24.1
63.3
10.12
SS-30
9/23/2020
3,800
81
0.5
4,300
1.4
56
37,000
220,000
7.5
15.5
340
61.1
18.2
7.46
SS-35
9/8/2015
100
72 J
28
170,000
470,000
--
--
--
--
--
--
SS-40
8/26/2009
--
91
80
22
300,000
--
7.8
21.3
2050
7.1
89
7.89
SS-40
4/20/2011
57
59
330
59
0.25
2.1
810
110,000
270,000
2,900
7.3
17.5
494
4.6
223
10.23
SS-40
9/25/2012
112
139
39
2,000
297,000
755,000
--
8.0
14.8
1260
9.8
174
9.28
SS-40
4/17/2013
221
60.7
294
25.7
179
73,200
195,000
4,980
8.2
19.9
329
4.9
68.9
6.94
SS-40
9/10/2013
89.6
92.5
15.5
20.4
1,440
165,000
450,000
6,230
7.9
19.8
610
5.7
87.8
8.43
SS-40
4/6/2014
53.2
185
11.5
--
--
81,600
256,000
16,200
9.2
14.0
397
8.31
138.7
11.39
SS-40
9/3/2014
86.5
58.1
9.5
152,000
473,000
--
8.1
23.7
689
2.45
69.4
4.91
SS-40
4/1/2015
58.5
154
10.8
84,200
264,000
8.0
18.3
469
4.19
13.5
8.25
SS-40
9/8/2015
210 J
110
370
48
160,000
440,000
--
--
--
--
--
SS-40
3/8/2016
220
62
310
12
57,000
180,000
8.4
8.9
333
--
238.2
13.44
SS-40
9/7/2016
540
94
0.1
1,300
100
78,000
290,000
8.2
21.0
427
3.2
121
7.7
SS-40
3/27/2017
91
67
0.5
240
7.9
65,000
230,000 B
8.0
16.9
357
1.8
154
111.1
SS-40
9/25/2017
100 B
85
0.5
210
17
80,000
280,000
8.1
19.9
425
3.24
121
8.57
SS-40
3/5/2018
45
64
0.5
130
5.8
84,000
290,000
8.2
9.8
417
2.6
190
11.82
SS-40
9/11/2018
79
0.5
210
14
78,000
300,000
7.7
22.0
498
5.03
99.5
4.91
SS-40
3/18/2019
160
47
0.5
480
9.3
32,000
150,000
7.4
10.4
231
7.92
175.8
12.25
SS-40
9/3/2019
75
77
0.5
190
10
51,000
230,000
7.0
21.9
336
4.27
-1.4
5.58
SS-40
2/17/2020
2,600
60
0.5
3,000
1
29
27,000
150,000
7.7
9.0
200
11.13
248
11.18
SS-40
2/24/2020
1,200
66
0.5
1,300
17
37,000
190,000
7.9
7.5
268
10.3
207
13.79
SS-40
4/1/2020
280
48
0.5
400
9
24,000
110,000
8.7
11.9
192
10.9
29.2
9.97
SS-40
9/23/2020
550
73
0.5
740
22
42,000
230,000
8.1
15.2
297
22.4
2.5
7.01
SS-50
8/11/2009
--
29
2,900
180
5,600
--
7.8
25.4
1180
32
-21
8.52
SS-50
4/21/2011
120
36
1,100
85
130
3,700
71,000
2,000
6.9
14.7
85
16.3
92
9.88
SS-50
9/25/2012
410
41.9
1,640
110
140
72,000
--
8.7
17.6
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
886
49.4
4,620
168
2,900
63,000
7.0
13.5
90
18.8
-6.3
13.7
SS-50
9/9/2015
160,000
2,900
1.6 J
250
850,000
100
16,000
640 J
75,000 B
--
--
--
--
--
--
SS-50
3/8/2016
930
46
0.1
1,700
46
--
--
7.9
12.5
72
--
111.8
9.84
SS-50
9/7/2016
410
49
0.1
< 5
2,900
180
99,000
8.0
22.8
121
3.6
50
6.9
SS-50
3/27/2017
230
46
0.5
< 5
650
-
13
1,600
130,000
6.5
18.3
9
47.4
195
11.54
SS-50
9/25/2017
960 B
52
0.5
2.1 J
2,200
0.56 J
93
1,300
23,000
6.9
20.3
84
14.7
13.2
7.71
SS-50
3/5/2018
86
40
0.5
< 5
530
'"
22
2,900
68,000
7.4
11.4
74
14.8
213
11.87
SS-50
9/11/2018
--
--
--
I --
--
--
--
-
--
--
SS-50
3/18/2019
240
40
0.5
< 5
740
25
3,700
72,000
7.5
9.7
73
11.8
145.8
8.69
SS-50
9/3/2019
1,400
54
0.5
< 5
3,000
93
1,400
78,000
5.2
22.0
104
24.8
6.8
6.85
SS-50
4/1/2020
660
47
0.5
< 5
2,300
96
2,800
74,000
7.6
12.4
74
31.5
22.1
9.81
Page 5 of 9

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Analyte
j
E
.E
Q
u
m
Q
.�
m
E
'
E
'a
m
L)
j
o
L
U
o
0
C
o
-j
G>
y
N
a
a
£
(n
in
N
Z
z
cn
°
O
N
6
O
N
H
p
Q
C)
C
O
O
�
CL
3
L •N
L)
io m
m
C
of
� °
j
O
0«
uoi '
H ?
R
m
0
c
0
7
d'
O
C>
O £
c
OI
O
N
>
c
N
o £
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-50
9/23/2020
820
58
--
4,400
1.1
180
--
--
--
--
1,200
71,000
7.3
15.1
68
28
1,470
8.03
SS-60
8/26/2009
--
140
280
980
--
350,000
--
7.1
20.3
4040
65.9
10
6.69
SS-60
4/21/2011
68
61
240
11
4.1
120
130,000
270,000
2,700
7.2
15.9
446
14.3
177
8.89
SS-60
9/25/2012
120
75.9
312
85
58,100
191,000
--
8.4
12.5
337
11.7
179
8.75
SS-60
4/17/2013
534
63.4
667
43.8
164,000
274,000
4,170
7.8
20.2
380
8.6
70.6
10.79
SS-60
9/10/2013
103
120
116
75.5
2,120
275,000
663,000
6,150
7.5
21.0
423
8.4
87.6
8.17
SS-60
4/6/2014
154
64.9
175
5.7
--
119,000
234,000
3,300
7.6
13.6
421
5.94
186.4
12.81
SS-60
9/4/2014
127
709
537
16.8
290,000
717,000
--
7.1
20.8
845
7.26
-3.4
4.53
SS-60
4/1/2015
1,320
93
2,140
69.5
159,000
359,000
7.1
9.7
538
18.8
1.56
6.6
SS-60
9/8/2015
190 J
57
410
33
13,000
110,000
--
--
--
--
--
--
SS-60
3/8/2016
510
68
410
8.6
3
120,000
270,000
7.8
9.3
375
--
252.1
10.62
SS-60
9/7/2016
780
130
21400
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
7.1
14.7
4
297
194
7.03
SS-60
9/25/2017
34 BJ
130
0.5
260
89
270,000
570,000
7.3
18.9
763
1.16
54
3.31
SS-60
3/5/2018
140
93
0.5
280
19
170,000
370,000
7.1
10.1
522
44.7
156
12.41
SS-60
9/11/2018
120
0.5
810
330
240,000
620,000
7.3
21.5
916
4.97
76.3
2.06
SS-60
3/18/2019
560
41
0.5
750
7.9
13,000
78,000
7.2
11.2
91
12.6
213
12.51
SS-60
4/1/2020
650
54
0.5
690
7.3
62,000
160,000
7.4
11.4
232
13.7
78.9
7.91
SS-60
9/23/2020
200
53
0.5
490
25
9,300
110,000
8.6
15.5
119
6.12
-8.8
6.86
SS-65
9/8/2015
780
80
1.3 J
1,300
96
44,000
150,000
--
--
--
--
--
--
SS-70
8/26/2009
--
120
1,100
250
65,000
--
6.9
20.6
2520
6.8
91
6.44
SS-70
4/21/2011
160
50
380
5.8
0.12
53
23,000
92,000
2,300
7.0
16.4
138
8.3
189
10.27
SS-70
9/25/2012
120
82.4
303
58.7
61,300
203,000
--
8.2
12.6
367
10.1
143
8.34
SS-70
4/17/2013
694
51.3
986
13.4
24,100
89,000
3,330
8.0
19.3
129
7.3
60.9
7.67
SS-70
9/10/2013
135
58.8
299
13.6
1,390
28,600
123,000
3,510
7.9
20.9
419
7.6
85.3
8.07
SS-70
4/6/2014
374
47.7
479
5.3
--
21,000
86,000
2,300
7.5
13.3
125
8.3
165
9.85
SS-70
9/4/2014
79.9
305
71.1
35,000
146,000
--
7.7
21.0
217
3.68
22.3
7.26
SS-70
4/1/2015
147
55.1
282
8.4
27,300
93,000
7.4
11.1
159
1.56
5.01
8.21
SS-70
9/8/2015
95 J
71
260
27
33,000
160,000
--
--
--
--
--
--
SS-70
3/8/2016
640
47
540
5.7
18,000
90,000
8.2
10.0
113
--
244.2
11.35
SS-70
9/7/2016
160
52
0.1
470
18
1,600
81,000
7.5
19.9
93
5.3
26
7.6
SS-70
3/27/2017
170
56
0.5
270
4.2 J
21,000
93,000 B
7.5
16.5
722
6.2
170
7.92
SS-70
9/25/2017
350B
62
0.5
1.3J
530
28
11,000
74,000
7.5
19.2
122
7.69
158.8
7.14
SS-70
3/5/2018
78
44
0.5
150
7.2
20,000
91,000
7.3
11.0
120
1.4
197
7.9
SS-70
9/11/2018
86
60
0.5
480
31
8,000
97,000
7.7
21.4
152
4.94
111
5.3
SS-70
3/18/2019
360
45
0.5
500
5.7
14,000
83,000
7.5
11.0
96
10.2
209.7
10.53
SS-70
9/3/2019
91
55
0.5
410
27
16,000
110,000
6.7
22.0
138
4.27
2.3
5.14
SS-70
4/1/2020
630
43
0.5
840
14
12,000
77,000
7.2
11.9
87
14.4
62.9
9.74
SS-70
9/23/2020
170
57
0.5
350
12
12,000
96,000
8.2
15.7
75
5.61
12.8
8.31
SS-75
9/8/2015
78
S
230
26
9.9 J
41,000
170,000
--
--
--
--
--
--
SS-80
8/26/2009
--
120
250
25
82,000
--
7.1
20.6
5190
5.8
100
8.34
SS-80
4/21/2011
110
56
310
99
27,000
120,000
2,100
6.8
15.5
161
6.8
92
10.61
SS-80
9/25/2012
192
87
263
15.9
74,600
270,000
--
8.5
11.7
399
4.8
205
9.08
SS-80
4/17/2013
643
52.5
921
7.5
27,600
88,000
3,170
7.4
20.1
139
7.6
70.8
7.14
SS-80
9/10/2013
110
71.5
211
8.3
265
47,600
152,000
3,430
7.7
21.6
417
6.9
87.9
7.92
SS-80
4/6/20141
180
1
53.7
328
--
17,500
84,000
2,400
7.4
13.9
106
8.7
136.2
11.78
Page 6 of 9

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Analyte
j
E
.E
Q
u
m
Q
.�
m
E
'
E
'a
m
L)
j
o
L
U
o
0
C
o
-j
G>
y
N
a
a
£
(n
U)
N
Z
z
U)
°
O
N
6
O
N
H
p
Q
C)
C
O
O
�
CL
3
L •N
L)
io m
m
C
of
� °
j
O
0«
uoi '
H ?
R
m
0
c
0
7
d'
O
C>
O £
c
OI
O
N
>
c
N
o £
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-80
9/4/2014
149
81.1
--
436
16.8
--
--
--
--
30,100
155,000
8.1
21.2
245
11.3
17.5
6.98
SS-80
4/1/2015
246
58.1
382
7.1
25,500
89,000
7.9
12.8
162
4.37
4.37
9.57
SS-80
9/8/2015
84
180
14 J
41,000
170,000
--
--
--
--
--
--
SS-80
3/8/2016
640
54
U.1
530
6.4
24,000
110,000
8.5
8.8
124
--
236.8
11.32
SS-80
9/7/2016
140
63
0.1
430
9.7
13,000
110,000
7.7
21.0
98
2.7
53
8.2
SS-80
3/27/2017
100
62
0.5
200
2.5 J
21,000
110,000 B
8.0
16.0
156
1.7
165
8.96
SS-80
9/25/2017
98 B
71
0.5
250
6.8
21,000
110,000
7.7
19.0
158
2.97
146.5
8.89
SS-80
3/5/2018
74
51
0.5
190
10
21,000
96,000
7.6
10.9
127
0.9
185
15.18
SS-80
9/11/2018
490
73
0.5
1,200
34
16,000
110,000
8.2
21.0
191
5.55
109
5.72
SS-80
3/18/2019
400
45
0.5
560
13,000
90,000
7.6
9.9
97
9.89
196.2
9.74
SS-80
9/3/2019
240
67
0.5
500
9.9
13,000
130,000
6.7
21.7
143
6.32
8.1
5.64
SS-80
4/1/2020
510
50
0.5
680
5.8
10,000
76,000
7.2
11.7
87
13.3
83.4
10.86
SS-80
9/23/2020
470
65
0.5
840
17
10,000
120,000
8.0
15.1
123
9.46
19.1
9.02
SS-90
1/4/2011
--
44
0.1
1,200
10
16
26,000
97,000
8.4
3.0
390
4.2
152
10.55
SS -go
1/4/2011
--
44
0.1
1,200
'^
16
26,000
97,000
8.4
3.0
390
4.2
152
10.55
SS-90
4/20/2011
83
57
0.1
330
21
2.1
330
56,000
130,000
2,600
6.7
16.9
292
4.6
293
11.68
SS-90
9/25/2012
121
115
-1
212
30.4
980
202,000
511,000
--
8.1
11.9
840
12.1
207
8.96
SS-90
4/17/2013
491
56
709
17.4
34.9
38,900
127,000
3,690
7.9
19.7
203
6.9
66
7.59
SS-90
9/10/2013
148
86.6
265
32.4
642
121,000
283,000
4,920
7.9
22.2
429
7.9
91.6
7.26
SS-90
4/6/2014
154
48.5
274
9.4
--
45,300
151,000
3,300
8.9
15.1
255
5.62
120.9
15.44
SS-90
9/3/2014
90.8
77.5
16
94,500
357,000
--
7.5
23.5
518
5.56
65.3
6.43
SS-90
4/1/2015
125
58
189
9
51,400
166,000
8.8
11.4
318
5.95
5.95
9.92
SS-90
9/8/2015
290 J
100
- 5
1 J
530
80
110,000
340,000
--
--
--
--
--
--
SS-90
3/8/2016
390
58
0.1
470
11
33,000
110,000
8.4
8.5
210
--
239.3
13.08
SS-90
9/7/2016
40
73
0.1
230
17
49,000
200,000
8.0
20.8
2886
1.8
48
9
SS-90
3/27/2017
160
62
0.5
340
12
40,000
100,000 B
8.2
16.5
256
1.9
152
11.09
SS-90
9/25/2017
72 B
79
0.5
160
10
48,000
200,000
7.9
19.1
284
1.47
153.2
8.7
SS-90
3/5/2018
51
54
0.5
120
5.8
48,000
170,000
7.8
9.6
262
2.2
192
10.09
SS-90
9/11/2018
54
72
0.5
280
15
46,000
210,000
8.7
21.2
387
4.95
114
6.8
SS-90
3/18/2019
140
45
0.5
340
7.4
20,000
110,000
7.5
9.8
151
8.02
170.9
12.29
SS-90
9/3/2019
71
69
0.5
230
8.2
31,000
160,000
6.6
22.2
229
12.9
12.9
6.44
SS-90
2/17/2020
1,900
49
0.5
1,900
11
17,000
120,000
7.5
8.4
129
12.8
234
11.43
SS-90
2/24/2020
780
52
0.5
850
8.6
22,000
130,000
8.1
7.4
162
5.3
198
16.19
SS-90
4/1/2020
200
47
0.5
300
8.3
22,000
110,000
8.7
11.3
155
10.7
59.2
12.61
SS-90
9/23/2020
200
64
0.5
400
17
24,000
140,000
8.5
14.8
209
10.7
40.8
9.74
SS-95
2/17/2020
360
62
0.5
660
330
94,000
270,000
7.3
9.5
378
8.2
165
8.55
SS-95
2/24/2020
140
66
0.5
650
540
5.1
--
--
160,000
390,000
8.1
7.5
599
18.5
200
10.12
MW-001
9/30/1994
2,580
16
2
44
23,200
6,490
35
2,950
787,000
2,230,000
258,000
7.4
22.5
3140
--
--
MW-001
3/31/1995
660
5,150
2,360
155
8,880
794,000
2,540,000
459,000
7.8
17.5
3680
MW-001
9/29/1995
156
5,240
8
4,880
1,030
801,000
2,660,000
4,950
5.4
14.8
4220
MW-001
3/30/1996
112
2
20
5,020
5,400
2,080
--
2,340,000
6,650
7.2
15.0
3050
MW-001
9/27/1996
167
20
--
9
4,530
66
1,700
1,010,000
2,700,000
4,040
7.3
23.0
1510
MW-001
3/17/1997
164
20
3,660
5,400
55
608
1,160,000
3,000,000
6,430
7.2
22.0
3660
MW-001
3/29/1997
97
20
6,180
5,460
10
1,290
1,050,000
2,460,000
4,310
7.5
22.0
1770
MW-001
3/27/1998
10
20
11,400
5,900
21
290
942,000
2,780,000
4,430
7.2
23.4
1419
MW-001
9/30/1998
274
20
--
4,940
--
666,000
2,700,000
15,400
7.6
20.0
1200
MW-001
3/31/1999
20
7,550
6
4,450
600
1,560,000
2,930,000
7,920
7.3
18.0
1021
WMW-001
9/29/1999
877
20
6,770
862
80
3,360
330,000
715,000
13,300
7.1
18.0
2930
Page 7 of 9

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Analyte
j
E
.E
Q
u
m
Q
.�
m
E
'
E
'a
m
L)
j
o
L
U
o
0
C
o
-j
G>
y
N
a
a
£
(n
in
N
Z
z
cn
°
O
N
6
O
N
H
p
Q
C)
C
O
O
�
CL
3
L •N
L)
io m
m
C
of
� °
j
O
0«
uoi '
H ?
R
m
0
c
0
7
d'
O
C>
O £
c
OI
O
N
>
c
N
o £
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
MW-001
3/16/2000
410
72,000
4,540
1,090
948,000
2,610,000
10,600
--
--
--
--
MW-001
9/15/2000
2,020
3,480
6,270
894,000
2,470,000
5,210
6.6
19.0
980
MW-001
3/23/2001
144
4
20
35,900
12
4,070
480
926,000
2,630,000
5,850
6.5
17.0
480
MW-001 (FD)
3/23/2001
20
6,900
7
4,190
350
939,000
2,640,000
7,520
6.5
17.0
480
MW-001
10/4/2001
204
915
7
229
186,000
7,800
6.3
20.0
300
MW-001
3/28/2002
5,100
3,660
280
1,000,000
3,010,000
3,770
6.4
12.0
1080
MW-001
10/3/2002
2
27
1,520
3,340
1,820
1,030,000
2,940,000
4,940
6.7
18.0
370
MW-001 (FD)
10/3/2002
2
24
1,580
3,330
1,780
1,040,000
2,860,000
5,120
5.7
18.0
370
MW-001
3/25/2003
6,690
6
3,560
25
406
846,000
2,530,000
3,720
6.6
17.0
330
MW-001
10/2/2003
11,300
7
3,880
42
174
916,000
2,710,000
3,920
5.6
15.0
3050
MW-001(FD)
10/2/2003
11,400
6
3,880
958,000
2,690,000
3,900
5.6
15.0
3170
MW-001
4/28/2004
11,100
6
6,080
1,460,000
2,550,000
5,360
--
17.3
2860
MW-001
10/26/2004
20
5,250
4,550
287
1,190,000
2,950,000
3,640
3480
MW-001
4/27/2005
__
2
< 20
7,630
7
5,730
__
1,100,000
2,550,000
4,710
2870
MW-001
10/20/2005
1,630
4
28
103,000
6
4,880
57
428
403,000
3,010,000
89,000
529
MW-001
10/19/2006
172
2
347
27,400
3,600
27
139
1,320,000
2,850,000
4,370
2000
MW-001
4/27/2007
5,360
2,380
287
1,380,000
2,750,000
4,010
4830
MW-001
11/19/2007
42
2
< 20
48,200
3,280
25
-50
1,560,000
3,060,000
3,820
3300
MW-001
4/30/2008
< 20
< 20
9,680
2,990
22
155
1,100,000
2,910,000
3,380
4880
MW-001
10/29/2008
68.7
< 10
< 10
4,840
3.5
2,880
188,000
3,060,000
3,510
4200
MW-001
4/30/2009
77.4
1.8
< 10
3.6
4,080
4.4
3,100
264
37,700
2,904,000
3,940
4070
MW-003
9/30/1994
1,770
113
3,370
2,200
96
200
159,000
415,000
20,100
6.9
19.6
519
MW-003
3/31/1995
--
4,860
5,980
32
100
294,000
625,000
--
7.6
13.6
896
MW-003
9/29/1995
1,640
20
3,420
7
2,940
104
463
314,000
740,000
3,740
4.9
14.0
1040
MW-003
3/30/1996
11,400
2
20
23,300
9
3,160
126
130
222,000
552,000
3,830
7.2
12.0
750
MW-003
9/27/1996
110
20
1,010
7
2,360
30
160
283,000
737,000
6,730
7.6
20.0
974
MW-003
3/29/1997
238
20
1,930
3,050
13
20
180
809,000
807,000
4,170
7.8
16.0
590
MW-003
9/17/1997
169
20
715
5
3,060
6
212
330
562,000
1,290,000
5,290
7.7
19.0
1650
MW-003
3/27/1998
270
2,500
3,370
13
41
250
--
929,000
6,980
7.2
20.0
1214
MW-003
9/30/1998
353
1,380
--
17
780
367,000
1,280,000
10,100
6.9
19.0
920
MW-003
3/31/1999
4,830
5,550
190
482,000
842,000
7,580
7.1
16.0
592
MW-003
9/29/1999
677
1,940
894
100
258,000
413,000
8,140
7.7
19.0
741
MW-003
9/15/2000
224
2,380
2,800
160
550,000
1,260,000
8,580
7.1
21.0
680
MW-003
3/23/2001
3,690
10
2,250
30
230
530,000
1,230,000
5,720
6.6
17.0
640
MW-003
10/4/2001
4,240
6
3,650
80
592,000
1,440,000
30,000
7.0
20.0
600
MW-003
3/28/2002
5,620
2,180
110
682,000
1,590,000
5,360
6.4
13.0
680
MW-003
10/3/2002
2
6,510
5,290
932,000
1,900,000
8,510
6.2
19.0
150
MW-003
3/25/2003
3,280
6,170
8
4,290
78
88
784,000
1,520,000
1,340
6.4
18.0
110
MW-003
10/2/2003
634
5,950
8
6,750
50
174
765,000
1,420,000
3,970
6.1
14.0
1460
MW-003
4/28/2004
152
20
8,370
6,720
10
< 2C
224
1,040,000
1,810,000
3,890
--
12.1
2030
MW-003
10/26/2004
554
5
20
16,300
4,220
36
289
1,070,000
2,140,000
5,160
2150
MW-003
4/27/2005
2
4,470
6,110
< 2C
246
1,075,000
2,090,000
4,050
2320
MW-003
10/20/2005
5
27
7,900
5,870
44
279
1,300,000
2,090,000
30,000
1060
MW-003
10/19/2006
1,460
6,040
4,550
21
281
1,170,000
1,920,000
4,200
1370
MW-003
4/27/2007
< 20
8,330
4,190
290
1,130,000
2,130,000
3,830
2230
MW-003
11/19/2007
< 20
< 20
8,200
6,000
64
1,680,000
2,550,000
4,590
2710
MW-003
4/30/2008
< 20
< 20
3,360
3,800
37
297
2,090,000
2,110,000
3,560
2290
MW-003
10/29/2008
59.3
< 10
2,880
2.3
4,360
< 1C
171
988,000
2,360,000
3,480
2740
MW-003
4/30/2009
53.2
< 1r,
4,620
7.2
4,960
10
14.6
337
261,000
1 2,460,0001
4,110
2930
Page 8 of 9

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
R
m
0
°
p
c
O
N
Q
0
c
6
C)
3
j
7
OI
G>
Z
O
C
L •N
O
♦Y
O
j
2
E
2
j
y
N
£
N
O
O
L)
io m
`m
0«
wE
O
N
>N
E
E
d
E
E
-a
O
d
�
d
t7
CL
o
:a
m
O-
o
o
-
>
m
L)
U
c
-jAnalyte
a
a
U)
U
N
z
U
H
a
°
U
H
O £
oO £
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 I Date
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
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
Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
Analysis for all metals analyses in PZ samples discontinued in 2020 per NCDWM authorization 7/9/2020.
Page 9 of 9

APPENDIX A3
QA/QC ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Analyte
M
.C
E
Q
C_i
G1
i
Q
.L
R
m
_�
E
$
M
U
2
E
t
U
L
O
C.
O
U
C
O
L
R
J
y
O
C
ma
i
�
E
C
N
Cn
L
>
in
t�
N
Z
R
01
Z
m
..
`�
cn
y
O
�
�
>
y
N
.�+
O
H
�
O
�
R
U
v
C
R
Oi
O
�@+
O
H
NC 2L Groundwater Standardl
3.5
1 0.01
1 0.7
1 0.002
1 0.01
1 1
0.3
0.015
0.05
0.001
0.02
0.02
1
10
1 250
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
< 0.01
0.0077
< 0.001
< 0.01
< 0.01
< 0.05
0.0045
0.008
< 0.0002
< 0.01
< 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
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
< 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
Notes:
All concentrations in milligrams per liter (mg/L) unless otherwise noted Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
NE - Not established Analysis for all metals analyses in PZ samples discontinued in 2020 per NCDWM authorization 7/9/2020.
-- - Not sampled
Bold with gray background indicates exceedance of NC Groundwater Standard
Page 1 of 1

APPENDIX B LABORATORY DATA SHEETS
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. December 2020
2020-09 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 Ash Landfill
Project Number: 055157
Lot Number:V125068
Date Completed:10/06/2020
10/06/2020 3:55 PM
Approved and released by:
Project Manager I: Hannah K. Lucas
.rc o a�Erxauw,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 74
PACE ANALYTICAL SERVICES, LLC
SC DHEC No: 32010001 NELAC No: E87653 NC DENR No: 329 NC Field Parameters No: 5639
Case Narrative
ERM INC, Inc.
Lot Number: V125068
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 The NELAC Institute (TNI) standards, the Pace Analytical Services, LLC ('Pace")
Laboratory Quality Manual, standard operating procedures (SOPS), and Pace policies. Any exceptions to
the TNI standards, the Laboratory Quality Manual, 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.
Metals
The matrix spike/matrix spike duplicate (MS/MSD) associated with sample -021 had aluminum and iron
recovered outside of the acceptance limits. The laboratory control sample (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 74

PACE ANALYTICAL SERVICES, LLC
Sample Summary
ERM INC, Inc.
Lot Number: V125068
Sample Number
Sample ID
Matrix
Date Sampled
Date Received
001
PW-01-WG-20200924
Aqueous
09/24/2020 1535
09/26/2020
002
W-01-WG-20200924
Aqueous
09/24/20201025
09/25/2020
003
W-02-WG-20200924
Aqueous
09/24/20201120
09/25/2020
004
W-03-WG-20200924
Aqueous
09/24/2020 1155
09/25/2020
005
W-03B-WG-20200924
Aqueous
09/24120201055
09/25/2020
006
W-06-WG-20200924
Aqueous
09/24/20201300
09/25/2020
007
W-07-WG-20200924
Aqueous
09/24/20201350
09/25/2020
008
W-08-WG-20200924
Aqueous
09/24120201455
09/25/2020
009
W-09-WG-20200923
Aqueous
09/23/20201320
09/25/2020
010
PZ-02-WG-20200923
Aqueous
09/23/20201545
09/25/2020
011
SS-01-WS-20200923
Aqueous
09/23120201500
09/25/2020
012
SS-02-WS-20200923
Aqueous
09/23/20201605
09/25/2020
013
SS-20-WS-20200923
Aqueous
09/23/20201435
09/25/2020
014
SS-25-WS-20200923
Aqueous
09/23/2020 1445
09/25/2020
015
SS-30-WS-20200923
Aqueous
09/23120201450
09/25/2020
016
SS-40-WS-20200923
Aqueous
09/23/2020 1545
09/25/2020
017
SS-50-WS-20200923
Aqueous
09/23/2020
09/25/2020
018
SS-60-WS-20200923
Aqueous
09/23120201505
09/25/2020
019
SS-70-WS-20200923
Aqueous
09/23120201520
09/25/2020
020
SS-80-WS-20200923
Aqueous
09/23120201535
09/25/2020
021
SS-90-WS-20200923
Aqueous
09/23120201435
09/25/2020
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 74
PACE ANALYTICAL SERVICES, LLC
Detection Summary
ERM INC, Inc.
Lot Number: V125068
Sample Sample ID
Matrix
Parameter
Method
Result
Q Units
Page
001 PW-01-WG-20200924
Aqueous
Sulfate
300.0
330
mg/L
7
001 PW-01-WG-20200924
Aqueous
TDS
SM 2540C-
730
mg/L
7
001 PW-01-WG-20200924
Aqueous
Aluminum
6020B
360
ug/L
8
001 PW-01-WG-20200924
Aqueous
Barium
6020B
56
ug/L
8
001 PW-01-WG-20200924
Aqueous
Chromium
6020B
9.6
ug/L
8
001 PW-01-WG-20200924
Aqueous
Iron
6020B
1000
ug/L
8
001 PW-01-WG-20200924
Aqueous
Manganese
6020B
190
ug/L
8
001 PW-01-WG-20200924
Aqueous
Selenium
6020B
19
ug/L
8
002 W-01-WG-20200924
Aqueous
Sulfate
300.0
1000
mg/L
9
002 W-01-WG-20200924
Aqueous
TDS
SM 2540C-
2400
mg/L
9
002 W-01-WG-20200924
Aqueous
Aluminum
6020B
73
ug/L
10
002 W-01-WG-20200924
Aqueous
Barium
6020E
24
ug/L
10
002 W-01-WG-20200924
Aqueous
Iron
6020B
950
ug/L
10
002 W-01-WG-20200924
Aqueous
Manganese
6020B
3700
ug/L
10
002 W-01-WG-20200924
Aqueous
Selenium
6020E
26
ug/L
10
003 W-02-WG-20200924
Aqueous
Sulfate
300.0
19
mg/L
11
003 W-02-WG-20200924
Aqueous
TDS
SM 2540C-
130
mg/L
11
003 W-02-WG-20200924
Aqueous
Aluminum
6020E
2600
ug/L
12
003 W-02-WG-20200924
Aqueous
Barium
6020E
190
ug/L
12
003 W-02-WG-20200924
Aqueous
Iron
6020E
4300
ug/L
12
003 W-02-WG-20200924
Aqueous
Manganese
6020E
370
ug/L
12
004 W-03-WG-20200924
Aqueous
Sulfate
300.0
150
mg/L
13
004 W-03-WG-20200924
Aqueous
TDS
SM 2540C-
460
mg/L
13
004 W-03-WG-20200924
Aqueous
Barium
6020B
29
ug/L
14
004 W-03-WG-20200924
Aqueous
Iron
6020E
100
ug/L
14
004 W-03-WG-20200924
Aqueous
Manganese
6020E
120
ug/L
14
004 W-03-WG-20200924
Aqueous
Selenium
6020B
10
ug/L
14
005 W-03B-WG-20200924
Aqueous
Sulfate
300.0
19
mg/L
15
005 W-03B-WG-20200924
Aqueous
TDS
SM 2540C-
260
mg/L
15
005 W-03B-WG-20200924
Aqueous
Barium
6020E
54
ug/L
16
005 W-03B-WG-20200924
Aqueous
Iron
6020B
350
ug/L
16
005 W-03B-WG-20200924
Aqueous
Manganese
6020E
120
ug/L
16
006 W-06-WG-20200924
Aqueous
Sulfate
300.0
9.0
mg/L
17
006 W-06-WG-20200924
Aqueous
TDS
SM 2540C-
290
mg/L
17
006 W-06-WG-20200924
Aqueous
Aluminum
6020B
120
ug/L
18
006 W-06-WG-20200924
Aqueous
Barium
6020B
40
ug/L
18
006 W-06-WG-20200924
Aqueous
Chromium
6020B
7.8
ug/L
18
006 W-06-WG-20200924
Aqueous
Iron
6020B
230
ug/L
18
007 W-07-WG-20200924
Aqueous
Sulfate
300.0
11
mg/L
19
007 W-07-WG-20200924
Aqueous
TDS
SM 2540C-
180
mg/L
19
007 W-07-WG-20200924
Aqueous
Aluminum
6020B
99
ug/L
20
007 W-07-WG-20200924
Aqueous
Barium
6020B
130
ug/L
20
007 W-07-WG-20200924
Aqueous
Chromium
6020B
5.9
ug/L
20
007 W-07-WG-20200924
Aqueous
Iron
6020E
1500
ug/L
20
007 W-07-WG-20200924
Aqueous
Manganese
6020B
37
ug/L
20
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pamlabs.com
Page 4 of 74

Detection Summary (Continued)
Lot Number: V125068
Sample Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
008 W-08-WG-20200924
Aqueous
Sulfate
300.0
37
mg/L
21
008 W-08-WG-20200924
Aqueous
TDS
SM 2540C-
140
mg/L
21
008 W-08-WG-20200924
Aqueous
Aluminum
6020B
940
ug/L
22
008 W-08-WG-20200924
Aqueous
Barium
6020B
180
ug/L
22
008 W-08-WG-20200924
Aqueous
Chromium
6020B
13
ug/L
22
008 W-08-WG-20200924
Aqueous
Iron
6020B
1100
ug/L
22
008 W-08-WG-20200924
Aqueous
Manganese
6020B
18
ug/L
22
009 W-09-WG-20200923
Aqueous
Sulfate
300.0
11
mg/L
23
009 W-09-WG-20200923
Aqueous
TDS
SM 2540C-
190
mg/L
23
009 W-09-WG-20200923
Aqueous
Barium
6020B
140
ug/L
24
010 PZ-02-WG-20200923
Aqueous
Sulfate
300.0
24
mg/L
25
010 PZ-02-WG-20200923
Aqueous
TDS
SM 2540C-
180
mg/L
25
011 SS-01-WS-20200923
Aqueous
Sulfate
300.0
31
mg/L
26
011 SS-01-WS-20200923
Aqueous
TDS
SM 2540C-
200
mg/L
26
011 SS-01-WS-20200923
Aqueous
Aluminum
6020E
1000
ug/L
27
011 SS-01-WS-20200923
Aqueous
Barium
6020E
82
ug/L
27
011 SS-01-WS-20200923
Aqueous
Iron
6020B
1400
ug/L
27
011 SS-01-WS-20200923
Aqueous
Manganese
6020E
25
ug/L
27
012 SS-02-WS-20200923
Aqueous
Sulfate
300.0
49
mg/L
28
012 SS-02-WS-20200923
Aqueous
TDS
SM 2540C-
230
mg/L
28
012 SS-02-WS-20200923
Aqueous
Aluminum
6020E
1200
ug/L
29
012 SS-02-WS-20200923
Aqueous
Barium
6020E
74
ug/L
29
012 SS-02-WS-20200923
Aqueous
Iron
6020B
1400
ug/L
29
012 SS-02-WS-20200923
Aqueous
Manganese
6020E
39
ug/L
29
013 SS-20-WS-20200923
Aqueous
Sulfate
300.0
8.0
mg/L
30
013 SS-20-WS-20200923
Aqueous
TDS
SM 2540C-
120
mg/L
30
013 SS-20-WS-20200923
Aqueous
Aluminum
6020E
4800
ug/L
31
013 SS-20-WS-20200923
Aqueous
Barium
6020E
59
ug/L
31
013 SS-20-WS-20200923
Aqueous
Iron
6020E
6000
ug/L
31
013 SS-20-WS-20200923
Aqueous
Lead
6020E
2.0
ug/L
31
013 SS-20-WS-20200923
Aqueous
Manganese
6020B
88
ug/L
31
014 SS-25-WS-20200923
Aqueous
Sulfate
300.0
8.3
mg/L
32
014 SS-25-WS-20200923
Aqueous
TDS
SM 2540C-
110
mg/L
32
014 SS-25-WS-20200923
Aqueous
Aluminum
6020E
4400
ug/L
33
014 SS-25-WS-20200923
Aqueous
Barium
6020E
58
ug/L
33
014 SS-25-WS-20200923
Aqueous
Iron
6020E
4900
ug/L
33
014 SS-25-WS-20200923
Aqueous
Lead
6020B
1.8
ug/L
33
014 SS-25-WS-20200923
Aqueous
Manganese
6020B
60
ug/L
33
015 SS-30-WS-20200923
Aqueous
Sulfate
300.0
37
mg/L
34
015 SS-30-WS-20200923
Aqueous
TDS
SM 2540C-
220
mg/L
34
015 SS-30-WS-20200923
Aqueous
Aluminum
6020E
3800
ug/L
35
015 SS-30-WS-20200923
Aqueous
Barium
6020B
81
ug/L
35
015 SS-30-WS-20200923
Aqueous
Iron
6020B
4300
ug/L
35
015 SS-30-WS-20200923
Aqueous
Lead
6020B
1.4
ug/L
35
015 SS-30-WS-20200923
Aqueous
Manganese
6020B
56
ug/L
35
016 SS-40-WS-20200923
Aqueous
Sulfate
300.0
42
mg/L
36
016 SS-40-WS-20200923
Aqueous
TDS
SM 2540C-
230
mg/L
36
016 SS-40-WS-20200923
Aqueous
Aluminum
6020B
550
ug/L
37
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 74
Detection Summary (Continued)
Lot Number: V125068
Sample Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
016
SS-40-WS-20200923
Aqueous
Barium
6020B
73
ug/L
37
016
SS-40-WS-20200923
Aqueous
Iron
6020B
740
ug/L
37
016
SS-40-WS-20200923
Aqueous
Manganese
6020B
22
ug/L
37
017
SS-50-WS-20200923
Aqueous
Sulfate
300.0
1.2
mg/L
38
017
SS-50-WS-20200923
Aqueous
TDS
SM 2540C-
71
mg/L
38
017
SS-50-WS-20200923
Aqueous
Aluminum
6020B
820
ug/L
39
017
SS-50-WS-20200923
Aqueous
Barium
6020B
58
ug/L
39
017
SS-50-WS-20200923
Aqueous
Iron
6020B
4400
ug/L
39
017
SS-50-WS-20200923
Aqueous
Lead
6020E
1.1
ug/L
39
017
SS-50-WS-20200923
Aqueous
Manganese
6020E
180
ug/L
39
018
SS-60-WS-20200923
Aqueous
Sulfate
300.0
9.3
mg/L
40
018
SS-60-WS-20200923
Aqueous
TDS
SM 2540C-
110
mg/L
40
018
SS-60-WS-20200923
Aqueous
Aluminum
6020B
200
ug/L
41
018
SS-60-WS-20200923
Aqueous
Barium
6020E
53
ug/L
41
018
SS-60-WS-20200923
Aqueous
Iron
6020E
490
ug/L
41
018
SS-60-WS-20200923
Aqueous
Manganese
6020E
25
ug/L
41
019
SS-70-WS-20200923
Aqueous
Sulfate
300.0
12
mg/L
42
019
SS-70-WS-20200923
Aqueous
TDS
SM 2540C-
96
mg/L
42
019
SS-70-WS-20200923
Aqueous
Aluminum
6020B
170
ug/L
43
019
SS-70-WS-20200923
Aqueous
Barium
6020B
57
ug/L
43
019
SS-70-WS-20200923
Aqueous
Iron
6020E
350
ug/L
43
019
SS-70-WS-20200923
Aqueous
Manganese
6020E
12
ug/L
43
020
SS-80-WS-20200923
Aqueous
Sulfate
300.0
10
mg/L
44
020
SS-80-WS-20200923
Aqueous
TDS
SM 2540C-
120
mg/L
44
020
SS-80-WS-20200923
Aqueous
Aluminum
6020E
470
ug/L
45
020
SS-80-WS-20200923
Aqueous
Barium
6020B
65
ug/L
45
020
SS-80-WS-20200923
Aqueous
Iron
6020E
840
ug/L
45
020
SS-80-WS-20200923
Aqueous
Manganese
6020E
17
ug/L
45
021
SS-90-WS-20200923
Aqueous
Sulfate
300.0
24
mg/L
46
021
SS-90-WS-20200923
Aqueous
TDS
SM 2540C-
140
mg/L
46
021
SS-90-WS-20200923
Aqueous
Aluminum
6020B
200
ug/L
47
021
SS-90-WS-20200923
Aqueous
Barium
6020E
64
ug/L
47
021
SS-90-WS-20200923
Aqueous
Iron
6020E
400
ug/L
47
021
SS-90-WS-20200923
Aqueous
Manganese
6020E
17
ug/L
47
(127 detections)
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 74

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-001
Description: PW-01-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1535
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0 10 09/29/2020 1908 AMR
68398
1
(TDS) SM 254OC-2011 1 09/27/2020 1820 MOM
68070
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
330
10 ni 1
TDS
SM 254OC-2011
730
25 mg/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 criteria P = The RPD In—... two QC column. e—d. 40%
H = Out of holding tlme W = Reported on wet weight beats
Pace Analytical Services, LLC (formerly Shealy Environmental Servioes, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs—ra
ICP-MS Metals
Client:ERM NC, Inc. Laboratory ID.VI25068-001
Description: PW-01-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1535
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/30/20202003 BNW
09/30/20200908 68055
2 3005A
6020B 1 10/01/20200938 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020B
360 40
ug/L
1
Barium
7440-39-3 6020B
56 5.0
ug/L
1
Cadmium
7440-43-9 6020E
ND 0.50
ug/L
1
Chromium
7440.47.3 6020E
9.6 5.0
ug/L
1
Iron
7439.89.6 6020E
1000 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
2
Manganese
7439-96-5 6020E
190 5.0
ug/L
1
Selenium
7782.49.2 6020E
19 5.0
ug/L
1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibradon range
ND = Not tlatected at or above the LOQ N = Recovery i. out of Intern, P = The RPD laftw n twa QC columns exceed. 40%
H = Out of holding tlme 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 7 of 74 Page 8 of 74

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-002
Description: W-01-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1025
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0 10 09/29/2020 1929 AMR
68398
2
(TDS) SM 254OC-2011 1 09/30/2020 2353 MOM
68445
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
1000
10 mglL 1
TDS
SM 254OC-2011
2400
25 mg/L 2
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calif clan ange
ND = Not detected at or above the LOQ N = Recovery is out of cntena P = The RPD In—... two QC column. e—d. 40%
H = Out of holding tlme W = Reported on wet weight basl.
Pace Analytical Services, LLC ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: V125068-002
Description: W-01-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1025
)ate Received: 09/25/2020
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3005A 6020B 1 09/30/20202009 BNW 09/30/20200908 68055
2 3005A 6020E 1 10/01/20200944 BNW 09/30/20200908 68055
3 3005A 6020E 10 10/01/20200950 BNW 09130/20200908 68055
CAS
Analytical
Parameter
Number
Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5
6020B
73
40
ug/L
1
Barium
7440-39-3
6020B
24
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
6020E
950
50
ug/L
1
Lead
7439-92-1
6020B
ND
1.0
ug/L
2
Manganese
7439-96-5
6020E
3700
50
uglL
3
Selenium
7782-49-2
6020E
26
5.0
uglL
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibalion range
ND = Not detected at or above the LOQ N = Recovery i. out of cnlena P = The RPD be—n twa QC calumny exceed. 40%
H = Out of holding tlme W = Reported on wet weight bael.
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 9 of 74 Page 10 of 74

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-003
Description: W-02-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1120
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0 1 09/29/2020 1951 AMR
68398
1
(TDS) SM 254OC-2011 1 09/27/2020 1820 MOM
68070
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
19
1.0 ni 1
TDS
SM 254OC-2011
130
25 mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
ND = Not tlatected at or above the LOQ N = Recovery is out of cnteria 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 ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID.VI25068-003
Description: W-02-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1120
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/30/20202015 BNW
09/30/20200908 68055
2 3005A
6020B 1 10/01/20200956 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020B
2600 40
ug/L
1
Barium
7440-39-3 6020B
190 5.0
ug/L
1
Cadmium
7440-43-9 6020E
ND 0.50
ug/L
1
Chromium
7440-47-3 6020B
ND 5.0
ug/L
1
Iron
7439.89.6 6020E
4300 50
ug/L
1
Lead
7439-92-1 6020B
NO 1.0
ug/L
2
Manganese
7439-96-5 6020E
370 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 calibalion range
ND = Not tlatected at or above the LOQ N = Recovery i. out of cnlena P = The RPD be—n twa QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight bael.
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 11 of74 Page 12 of74

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-004
Description: W-03-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1155
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 5 09/29/20202057 AMR
68398
1
(TDS) SM 254OC-2011 1 09/27/2020 1820 MOM
68070
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
150
5.0 ni 1
TDS
SM 254OC-2011
460
25 mg/L 1
LOQ= Limit of Quantitation B= Detected in the method blank E=Quantitation of.mpou.d exceeded the.libation mnge
ND = Not detected at or above the LOQ N = Recovery is out of cnteria P = The RPD In—... two QC column. ex—d. 40%
H = Out of holding tlme W = Reported on wet weight beet.
Pace Analytical Services, LLC (ronnedy Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID.VI25068-004
Description: W-03-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1155
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/30/20202021 BNW
09/30/20200908 68055
2 3005A
6020B 1 10/01/20201002 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020B
ND 40
ug/L
1
Barium
7440-39-3 6020B
29 5.0
ug/L
1
Cadmium
7440-43-9 6020E
ND 0.50
ug/L
1
Chromium
7440-47-3 6020B
ND 5.0
ug/L
1
Iron
7439.89.6 6020E
100 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
2
Manganese
7439-96-5 6020E
120 5.0
ug/L
1
Selenium
7782.49.2 6020E
10 5.0
ug/L
1
LOQ= Limit of Quantitation B= Detected in the method blank E=Quantitation of.mpound exceeded the calibadon range
ND= Not detected at or above the LOQ N= Recovery i. out of cntena P=The RPDb nw— two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight beet.
Pace Analytical Services, LLC (rermerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 13 of74 Page 14 of74

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-005
Description: W-03B-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1055
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/29/20202119 AMR
68398
1
(TDS) SM 254OC-2011 1 09/27/2020 1820 MOM
68070
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
19
1.0 ni 1
TDS
SM 254OC-2011
260
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
ND = Not tlatected at or above the LOQ N = Recovery is out of cnteria 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 ff—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID.VI25068-005
Description: W-03B-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1055
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/30/20202027 BNW
09/30/20200908 68055
2 3005A
6020B 1 10/01/20201008 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020B
ND 40
ug/L
1
Barium
7440-39-3 6020B
54 5.0
ug/L
1
Cadmium
7440-43-9 6020E
ND 0.50
ug/L
1
Chromium
7440-47-3 6020B
ND 5.0
ug/L
1
Iron
7439.89.6 6020E
350 50
ug/L
1
Lead
7439-92-1 6020B
NO 1.0
ug/L
2
Manganese
7439-96-5 6020E
120 5.0
ug/L
1
Selenium
7782-49-2 6020B
ND 5.0
ug/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibalion range
ND= Not tlatected at or above the LOQ N= Recovery i. out of crtena P=The RPD ba—n lwc QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight beet.
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 15 of74 Page 16 of74

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-006
Description: W-06-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1300
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/29/20202142 AMR
68398
1
(TDS) SM 254OC-2011 1 09/27/2020 1820 MOM
68070
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
9.0
1.0 ni 1
TDS
SM 254OC-2011
290
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
ND = Not tletected at or above the LOQ N = Recovery is out of cnteria P = The RPD In—... two QC column. exceed. 40%
H = Out of holding tlme 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.com
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID.VI25068-006
Description: W-06-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1300
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/30/20202044 BNW
09/30/20200908 68055
2 3005A
6020B 1 10/01/20201025 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020B
120 40
ug/L
1
Barium
7440-39-3 6020B
40 5.0
ug/L
1
Cadmium
7440-43-9 6020E
ND 0.50
ug/L
1
Chromium
7440.47.3 6020E
7.8 5.0
ug/L
1
Iron
7439.89.6 6020E
230 50
ug/L
1
Lead
7439-92-1 6020B
NO 1.0
ug/L
2
Manganese
7439-96-5 6020B
ND 5.0
ug/L
1
Selenium
7782-49-2 6020B
ND 5.0
ug/L
1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibadon range
ND = Not tletected at or above the LOQ N = Recovery i. out of cntana P = The RPD behveen two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight beets
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 17 of74 Page 18 of74

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-007
Description: W-07-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1350
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/29/20202248 AMR
68398
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
11
1.0 mg/L 1
TDS
SM 254OC-2011
180
25 mg/L 1
LOQ =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 critana P = The RPD In—... two GC column. e—d. 40%
H = Out of holding tlme W = Repotted 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
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: V125068-007
Description: W-07-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1350
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/30/20202050 BNW
09/30/20200908 68055
2 3005A
6020B 1 10/01/20201031 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020B
99 40
ug/L
1
Barium
7440-39-3 6020B
130 5.0
ug/L
1
Cadmium
7440-43-9 6020E
ND 0.50
ug/L
1
Chromium
7440.47.3 6020E
5.9 5.0
ug/L
1
Iron
7439.89.6 6020E
1500 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
2
Manganese
7439-96-5 6020E
37 5.0
ug/L
1
Selenium
7782-49-2 6020B
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 detected at or above the LOQ N = Recovery i. out of Inter, P = The RPD be—n twa GC columns exceed. 40%
H = Out of holding tlme 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 19 of74 Page 20 of74

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-008
Description: W-08-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1455
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/29/20202310 AMR
68398
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
37
1.0 ni 1
TDS
SM 254OC-2011
140
25 ni 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
ND = Not detected at or above the LOQ N = Recovery is out of enteric P = The RPD In—... two QC column. e—d. 40%
H = Out of holding tlme W = Reported on wet weight beats
Pace Analytical Services, LLC ff—ady Shealy Environmental Sewroes, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID.VI25068-008
Description: W-08-WG-20200924 Matrix: Aqueous
Date Sampled:09/24/2020 1455
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/30/20202056 BNW
09/30/20200908 68055
2 3005A
6020B 1 10/01/20201037 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020B
940 40
ug/L
1
Barium
7440-39-3 6020B
180 5.0
ug/L
1
Cadmium
7440-43-9 6020E
ND 0.50
ug/L
1
Chromium
7440.47.3 6020E
13 5.0
ug/L
1
Iron
7439.89.6 6020E
1100 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
2
Manganese
7439-96-5 6020E
18 5.0
ug/L
1
Selenium
7782-49-2 6020B
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 detected at or above the LOQ N = Recovery i. out of cntana P = The RPD be—n twa QC columns exceed. 40%
H = Out of holding tlme W = Repotted on wet weight beets
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 21 of74 Page 22 of74

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-009
Description: W-09-WG-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1320
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/29/20202328 AMR
68398
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
11
1.0 ni 1
TDS
SM 254OC-2011
190
25 mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
ND = Not detected at or above the LOQ N = Recovery is out of cnteria P = The RPD In—... two QC column. e—d. 40%
H = Out of holding tlme 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.com
ICP-MS Metals
Client ERM NC, Inc. Laboratory ID.VI25068-009
Description: W-09-WG-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1320
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/30/20202102 BNW
09/30/20200908 68055
2 3005A
6020B 1 10/01/20201043 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020B
ND 40
ug/L
1
Barium
744039-3 6020B
140 5.0
ug/L
1
Cadmium
7440-43-9 6020E
ND 0.50
ug/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 6020B
ND 1.0
ug/L
2
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 compound exceeded the calibalion range
ND = Not detected at or above the LOQ N = Recovery i. out of cnlena P = The RPD behveen twa QC columns exceed. 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.com
Page 23 of74 Page 24 of74

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID:V125068-010
Description: PZ-02-WG-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1545
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/30/20200025 AMR
68398
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
24
1.0 mg/L 1
TDS
SM 254OC-2011
180
25 mg/L 1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibatan range
ND = Not detected at or above the LOQ N = Recovery is out of criteria P = The RPD In—... two QC column. e—d. 40%
H = Out of holding tlme W = Reported on wet weight beet.
Pace Analytical Services, LLC (10—dy 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: V125068-011
Description: SS-01-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1500
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/30/20200044 AMR
68398
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
31
1.0 mg/L 1
TDS
SM 254OC-2011
200
25 mg/L 1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of —pound exceeded the calibah,n no.
ND= Not detected at or above the LOQ N= Recovery i. out of criteria P=The RPD banes— twa QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight beet.
Pace Analytical Services, LLC (10rmer1y Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 25 of74 Page 26 of74

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V 125068-011
Description: SS-01-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1500
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 09/30/20202107 BNW
09/30/20200908 68055
2 3005A
6020E 1 10/01/20201048 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020E
1000 40
ug/L
1
Barium
7440-39-3 6020E
82 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 6020E
1400 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
2
Manganese
7439-96-5 6020E
25 5.0
ug/L
1
Selenium
7782-49-2 6020B
ND 5.0
ug/L
1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of —round exceeded the calibration no.
ND = Not detected at or above the LOQ N = Recovery is out of cnlena P = The RPD between two QC column. ex—d. 40%
H = Out of holding bme W = Reported on wet weight boat.
Pace Analytical Services, LLC (/omnady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs—rin
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-012
Description: SS-02-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1605
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/30/20200103 AMR
68398
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
49
1.0 mg/L 1
TDS
SM 254OC-2011
230
25 mg/L 1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of —pound exceeded the calibation no.
ND = Not tletected at or above the LOQ N = Recovery i. out of criteria P = The RPD between 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 27 of 74 Page 28 of 74

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: V125068-012
Description: SS-02-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1605
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 09/30/20202113 BNW
09/30/20200908 68055
2 3005A
6020E 1 10/01/20201054 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020E
1200 40
ug/L
1
Barium
7440-39-3 6020E
74 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 6020E
1400 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
2
Manganese
7439-96-5 6020E
39 5.0
ug/L
1
Selenium
7782-49-2 6020B
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 detected at or above the LOQ N = Recovery is out of cntaria P = The RPD between two QC column. e—d. 40%
H = Out of holding tlme W = Reported on wet weight beats
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:V125068-013
Description: SS-20-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1435
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/30/20200122 AMR
68398
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
8.0
1.0 mg/L 1
TDS
SM 254OC-2011
120
25 mg/L 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 cnlena P = The RPD between Iwo QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services, LLC (10rmer1y Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 29 of 74 Page 30 of 74

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID. V 125068-013
Description: SS-20-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1435
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 09/30/20202119 BNW
09/30/20200908 68055
2 3005A
6020E 1 10/01/20201100 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020E
4800 40
ug/L
1
Barium
7440-39-3 6020E
59 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
6000 50
ug/L
1
Lead
7439-92-1 6020B
2.0 1.0
ug/L
2
Manganese
7439-96-5 6020B
88 5.0
ug/L
1
Selenium
7782-49-2 6020B
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 b—... two QC column. ex —di, 40%
H = Out of holding bme W = Reported on wet weight baal.
Pace Analytical Services, LLC (/orrnady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs—rin
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-014
Description: SS-25-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1445
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/30/20200140 AMR
68398
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
8.3
1.0 mg/L 1
TDS
SM 254OC-2011
110
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 cnlena P = The RPD bei... twa QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight bast.
Pace Analytical Services, LLC (10rmerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 31 of 74 Page 32 of 74

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID. V 125068-014
Description: SS-25-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1445
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 09/30/20202125 BNW
09/30/20200908 68055
2 3005A
6020E 1 10/01/20201106 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOO
Units
Run
Aluminum
7429-90-5 6020B
4400 40
ug/L
1
Barium
7440-39-3 6020B
58 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
4900 50
ug/L
1
Lead
7439-92-1 6020B
1.8 1.0
ug/L
2
Manganese
7439-96-5 6020B
60 5.0
ug/L
1
Selenium
7782-49-2 6020B
ND 5.0
ug/L
1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of —round exceeded the oalibation no.
ND = Not detected 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 boat.
Pace Analytical Services, LLC (/omnady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs—rin
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID:V125068-015
Description: SS-30-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1450
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/30/20200237 AMR
68398
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
37
1.0 mg/L 1
TDS
SM 254OC-2011
220
25 mg/L 1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of —pound exceeded the calibation no.
ND = Not detected at or above the LOQ N = Recovery i. out of cnlena 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 33 of 74 Page 34 of 74

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V 125068-015
Description: SS-30-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1450
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 09/30/20202131 BNW
09/30/20200908 68055
2 3005A
6020E 1 10/01/20201112 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020E
3800 40
ug/L
1
Barium
7440-39-3 6020E
81 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
4300 50
ug/L
1
Lead
7439-92-1 6020B
1.4 1.0
ug/L
2
Manganese
7439-96-5 6020B
56 5.0
ug/L
1
Selenium
7782-49-2 6020B
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 b—... two QC column. ex —di, 40%
H = Out of holding bme W = Reported on wet weight bast.
Pace Analytical Services, LLC (/orrnady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs—rin
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-016
Description: SS-40-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1545
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0 1 10/01/2020 1929 AMR
68620
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
42
1.0 mg/L 1
TDS
SM 254OC-2011
230
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 cnlena P = The RPD be—n twa QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight bast.
Pace Analytical Services, LLC (10rmerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 35 of74 Page 36 of74

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: V125068-016
Description: SS-40-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1545
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 09/30/20202137 BNW
09/30/20200908 68055
2 3005A
6020E 1 10/01/20201117 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020E
550 40
ug/L
1
Barium
7440-39-3 6020E
73 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 6020E
740 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
2
Manganese
7439-96-5 6020E
22 5.0
ug/L
1
Selenium
7782-49-2 6020B
ND 5.0
ug/L
1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration no.
ND = Not detected at or above the LOQ N = Recovery is out of cntaria P = The RPD beh — two GC column. e—d. 40%
H = Out of holding tlme W = Reported on wet weight beats
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: V125068-017
Description: SS-50-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0 1 10/01/2020 1949 AMR
68620
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
1.2
1.0 mg/L 1
TDS
SM 254OC-2011
71
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of —pound exceeded the calif adon no.
ND= Not tletected at or above the LOQ N= Recovery i. out of crime P=The RPD babe— Iwo GC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services, LLC (10rmer1y Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 37 of74 Page 38 of74

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID. V 125068-017
Description: SS-50-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 09/30/20202200 BNW
09/30/20200908 68055
2 3005A
6020E 1 10/01/20201141 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020E
820 40
ug/L
1
Barium
7440-39-3 6020E
58 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
4400 50
ug/L
1
Lead
7439-92-1 6020B
1.1 1.0
ug/L
2
Manganese
7439-96-5 6020B
180 5.0
ug/L
1
Selenium
7782-49-2 6020B
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 hnnw n two QC column. ex —di, 40%
H = Out of holding dme W = Reported on wet weight boats
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:V125068-018
Description: SS-60-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1505
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 10/01/20202009 AMR
68620
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
9.3
1.0 mg/L 1
TDS
SM 254OC-2011
110
25 mg/L 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of campound exceeded the calibation range
ND = Not tlatected at or above the LOQ N = Recovery i. out of cnlena P = The RPD be—n twa QC columns exceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (10rmerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 39 of 74 Page 40 of 74

ICP-MS Metals
Client: ERM NC, Inc. Laboratory I D. V 125068-018
Description: SS-60-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1505
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 09/30/20202206 BNW
09/30/20200908 68055
2 3005A
6020E 1 10/01/20201147 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020E
200 40
ug/L
1
Barium
7440-39-3 6020E
53 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 6020E
490 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
2
Manganese
7439-96-5 6020E
25 5.0
ug/L
1
Selenium
7782-49-2 6020B
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 defeated at or above the ii N = Recovery is out of enter. P = The RPD behveen two QC column. exceed. 40%
H = Out of holding bme W = Reported on wet weight basis
Pace Analytical Services, LLC (/orrnady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs—rin
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125066-019
Description: SS-70-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1520
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 10/01/20202029 AMR
68620
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
12
1.0 mg/L 1
TDS
SM 254OC-2011
96
25 di 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of campound exceeded the calibration range
ND= Not tletected at or above the ii N= Recovery i. out of cnlena P= The RPD behveen Iwo QC columns exceed.40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (10rmerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 41 of74 Page 42 of74

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID. V 125068-019
Description: SS-70-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1520
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 09/30/20202212 BNW
09/30/20200908 68055
2 3005A
6020E 1 10/01/20201153 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020E
170 40
ug/L
1
Barium
7440-39-3 6020E
57 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 6020E
350 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
2
Manganese
7439-96-5 6020E
12 5.0
ug/L
1
Selenium
7782-49-2 6020B
ND 5.0
ug/L
1
LOQ =Limit of Quantitation B = Detected in the method blank E = Quantitation of —pound exceeded the calibration no.
ND = Not detected at or above the LOQ N = Recovery is out of enter. P = The RPD between two QC column. ex—d. 40%
H = Out of holding bme W = Reported on wet weight boat.
Pace Analytical Services, LLC (/omnady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs—rin
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-020
Description: SS-80-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1535
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 10/01/20202049 AMR
68620
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
10
1.0 mg/L 1
TDS
SM 254OC-2011
120
25 di 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of —pound exceeded the calibation no.
ND = Not tletected at or above the LOQ N = Recovery i. out of criteria P = The RPD between 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 43 of74 Page 44 of74

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID. V 125068-020
Description: SS-80-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1535
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 09/30/20202218 BNW
09/30/20200908 68055
2 3005A
6020E 1 10/01/20201158 BNW
09/30/20200908 68055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020E
470 40
ug/L
1
Barium
7440-39-3 6020B
65 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 6020E
840 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
2
Manganese
7439-96-5 6020E
17 5.0
ug/L
1
Selenium
7782-49-2 6020B
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 defeated at or above the ii N = Recovery is out of enter. P = The RPD behveen two GC column. exceed. 40%
H = Out of holding bme W = Reported on wet weight basis
Pace Analytical Services, LLC (/orrnady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs—rin
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: V125068-021
Description: SS-90-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1435
)ate Received: 09/25/2020
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 10/01/20202109 AMR
68620
1
(TDS) SM 254OC-2011 1 09/28/2020 2218 MOM
68159
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
24
1.0 mg/L 1
TDS
SM 254OC-2011
140
25 di 1
LOQ = Limit of Quantitation B = Detected in the method blank E = Quantitation of campound exceeded the calibration range
ND= Not tletected at or above the ii N= Recovery i. out of cnlena P=The RPD tatv..n Iwo DC win mnsexceed. 40%
H = Out of holding time W = Reported on wet weight basis
Pace Analytical Services, LLC (10rmerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 45 of74 Page 46 of74

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID. V 125068-021
Description: SS-90-WS-20200923 Matrix: Aqueous
Date Sampled:09/23/2020 1435
Date Received: 09/25/2020
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3005A 6020E 1 09/30/20202223 BNW 09/30/20200908 68055
2 3005A 6020E 1 10/01/20201204 BNW 09/30/20200908 68055
CAS
Analytical
Parameter
Number
Method
Result Q
LOO
Units
Run
Aluminum
7429-90-5
6020E
200
40
ug/L
1
Barium
7440-39-3
6020B
64
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
6020E
400
50
ug/L
1
Lead
7439-92-1
6020B
ND
1.0
ug/L
2
Manganese
7439-96-5
6020E
17
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 = Quantranion of compound exceeded the calibatan no.
ND = Not detected at cr above the LOQ N = Recovery is out of criteria P = The RPD between two OC column. exceed. 40%
H = Out of holding bme W = Reported on wet weight bast.
Pace Analytical Services, LLC (f—ady Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 47 of 74
QC Summary
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 74

Inorganic non-metals - MB
Sample ID: VQ68070-001 Matrix: Aqueous
Batch: 68070
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ
TDS ND 1 25
Inorganic non-metals - LCS
Sample ID: V068070-002 Matrix: Aqueous
Batch: 68070
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 09/27/2020 1820 TDS 1500 1500 1 101 90-110 09/27/2020 1820
LOQ = Limit of Quantilation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD ie out of criteria * = RPD ie out of criteria
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 49 of 74
LOQ = Until of Quantilation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of criteria * = RPD ie out of criteria
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 50 of 74

Inorganic non-metals - Duplicate
Sample ID: V125068-003DU Matrix: Aqueous
Batch: 68070
Analytical Method: SM 2540C-2011
Sample
Amount Result %RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS 130 130 1 1.6 20 09/27/20201820
LOQ = Limit of Quanthnion ND =Not detected st or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of cnteri, * = RPD is out of co eri.
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
Inorganic non-metals - Duplicate
Sample ID: V125068-004DU Matrix: Aqueous
Batch: 68070
Analytical Method: SM 2540C-2011
Sample
Amount Result %RPD
Parameter (mg/L) (mg/L) Q Dil %RPD Limit Analysis Date
TDS 460 480 1 3.0 20 09/27/20201820
LOQ = Limit of Quanti nion ND =Not detected st or above the LOQ N = Recovery is o of criteria
P = The RPD between two GC columns exceeds 40%
= RSD is out of crteria * = RPD is aut of.riter.
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—re
Page 51 .1774 Page 52 .1774

Inorganic non-metals - MB
Sample ID: VQ68159-001 Matrix: Aqueous
Batch: 68159
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ
TDS ND 1 25
Inorganic non-metals - LCS
Sample ID: V068159-002 Matrix: Aqueous
Batch: 68159
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 09/28/2020 2218 TDS 1500 1500 1 101 90-110 09/28/2020 2218
LOQ = Limit of Quantilation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD ie out of criteria * = RPD ie out of criteria
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 53 of 74
LOQ = Until of Quantilation ND = Not detected a[ or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of criteria * = RPD ie out of criteria
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 54 of 74

Inorganic non-metals - MB
Sample ID: VQ68398-001 Matrix: Aqueous
Batch: 68398
Analytical Method: 300.0
Parameter Result Q Dil LOQ
Sulfate ND 1 1.0
Inorganic non-metals - LCS
Sample ID: V068398-002 Matrix: Aqueous
Batch: 68398
Analytical Method: 300.0
Spike
Amount Result %Rec
Units Analysis Date Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
mg/L 09/29/2020 1643 Sulfate 20 19 1 97 90-110 09/29/2020 1727
LOQ = Until of Quantilation ND = Not detected a or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD ie out of criteria * = RPD ie out of criteria
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] caw mcelabs.com
Page 55 of74
LOQ = Until of Quantitetion ND = Not detected a[ or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of criteria * = RPD ie out of criteria
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 56 of 74

Inorganic non-metals - MS
Sample ID: V125068-003MS Matrix: Aqueous
Batch: 68398
Analytical Method: 300.0
Sample Spike
Amount Amount Result % Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil %Rec Limit Analysis Date
Sulfate 19 10 30 1 104 90-110 09/29/2020 2013
LOQ = Limit of Quantilation ND = Not detected al or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD ie out of criteria * = RPD ie out of criteria
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
Inorganic non-metals - MSD
Sample ID: V125068-003MD Matrix: Aqueous
Batch: 68398
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 19 10 30 1 103 0.34 90-110 20 09/29/2020 2036
LOQ = Limit of Quantilation ND = Not detected al or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of criteria * = RPD ie out of criteria
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 57 of 74 Page 58 of 74

Inorganic non-metals - MS
Sample ID: V125068-009MS Matrix: Aqueous
Batch: 68398
Analytical Method: 300.0
Sample Spike
Amount Amount Result % Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 11 10 21 1 100 90-110 09/29/2020 2347
LOQ = Limit of Quantilation ND = Not detected st or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of cn eri, * = RPD is out of criteria
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
Inorganic non-metals - MSD
Sample ID: V125068-009MD Matrix: Aqueous
Batch: 68398
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 11 10 21 1 103 1.4 90-110 20 09/30/2020 0006
LOQ = Limit of Quantilation ND = Not detected st or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD is out of cntena * = RPD is out of triter.
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 59 of 74 Page 60 of 74

Inorganic non-metals - MB
Sample ID: V068445-001 Matrix: Aqueous
Batch: 68445
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ
TDS ND 1 25
Inorganic non-metals - LCS
Sample ID: V068445-002 Matrix: Aqueous
Batch: 68445
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 09/30/2020 2353 TDS 1500 1500 1 100 90-110 09/30/2020 2353
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD ie out of criteria * = RPD ie out of criteria
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 61 .1774
LOQ = Until of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of criteria * = RPD ie out of criteria
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 62 of 74

Inorganic non-metals - Duplicate
Sample ID: V125068-002DU Matrix: Aqueous
Batch: 68445
Analytical Method: SM 2540C-2011
Sample
Amount Result % RPD
Parameter (mg/L) (mgiL) Q Dil % RPD Limit Analysis Date
TDS 2400 2500 1 2.9 20 09/30/2020 2353
LOQ = Limit of Quantitation ND = Not detected st or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40
= RSD is out of cnteri, * = RPD is out of criteria
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 63 of 74
Inorganic non-metals - MB
Sample ID: V068620-001 Matrix: Aqueous
Batch: 68620
Analytical Method: 300.0
Parameter Result Q Dil LOQ Units Analysis Date
Sulfate ND 1 1.0 mg/L 10/01/2020 1830
LOQ = Limit of Quantitation ND = Not detected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD is out of nten, * = RPD is out of triter.
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 64 of 74

Inorganic non-metals - LCS
Sample ID: V068620-002
Matrix: Aqueous
Batch: 68620
Analytical Method: 300.0
Spike
Amount
Result
% Roe
Parameter
(mg/L)
(mg/L) Q Dil % Rec
Limit Analysis Date
Sulfate
20
18 1 90
90-110 10/01/20201910
LOQ = Limit of Q... titation ND = Not detected st or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is oul of cnteri, * = RPD is out of cotter.
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] caw mcelabs.com
Page 65 .1774
ICP-MS Metals - MB
Sample ID: V068055-001
Batch: 68055
Analytical Method: 6020B
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 09/30/2020 0908
Parameter
Result
Q Dil
LOQ
Units
Analysis Date
Aluminum
ND
1
40
ug/L
09/30/20201952
Barium
ND
1
5.0
ug/L
09/30/20201952
Cadmium
ND
1
0.50
ug/L
09/30/20201952
Chromium
ND
1
5.0
ug/L
09/30/20201952
Iron
ND
1
50
ug/L
09/30/20201952
Lead
ND
1
1.0
ug/L
10/01/2020 0927
Manganese
ND
1
5.0
ug/L
09/30/20201952
Selenium
ND
1
5.0
ug/L
09/30/20201952
LOQ = Limit of Quantitation ND = Not detected st or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD is out of cmena * = RPD is out of triter.
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 66 .1774

ICP-MS Metals - LCS
Sample ID: V068055-002
Batch: 68055
Analytical Method: 6020B
Spike
Amount
Result
Parameter
(ug/L)
(ug/L)
Aluminum
100
100
Barium
100
99
Cadmium
100
97
Chromium
100
100
Iron
1000
1000
Lead
100
97
Manganese
100
100
Selenium
100
100
ICP-MS Metals - MS
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 09/30/2020 0908
Sample ID: V125068-021MS
Batch: 68055
Analytical Method: 6020B
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 09/30/2020 0908
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
1 101
80-120
09/30/2020 1957
Aluminum
200
100
930
N 1
735
70-130
09/30/2020 2229
1 99
80-120
09/30/2020 1957
Barium
64
100
170
1
104
70-130
09/30/2020 2229
1 97
80-120
09/30/2020 1957
Cadmium
ND
100
99
1
99
70-130
09/30/2020 2229
1 100
80-120
09/30/2020 1957
Chromium
ND
100
98
1
98
70-130
09/30/2020 2229
1 104
80-120
09/30/2020 1957
Iron
400
1000
1800
N 1
136
70-130
09/30/2020 2229
1 97
80-120
10/01/2020 0933
Lead
ND
100
100
1
101
70-130
10/01/2020 1210
1 101
80-120
09/30/2020 1957
Manganese
17
100
120
1
102
70-130
09/30/2020 2229
1 104
80-120
09/30/2020 1957
Selenium
ND
100
100
1
104
70-130
09/30/2020 2229
LOQ = Limit of Quantilation ND = Not detected al or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out of criteria * = RPD ie out of criteria
Note: Calculations are performed before rounding to avoid round -off errors 1n 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 67 of 74
LOQ = Limit of Quantilation ND = Not detected al or above the LOQ N = Recovery ie out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD is out of criteria * = RPD ie out of criteria
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 68 of 74

ICP-MS Metals - MSD
Sample ID: V125068-021MD Matrix: Aqueous
Batch: 68055 Prep Method: 3005A
Analytical Method: 6020E Prep Dale: 09/30/2020 0908
Sample
Spike
Amount
Amount
Result
%Rec
% RPD
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil
% Rec
% RPD
Limit
Limit
Analysis Date
Aluminum
200
100
1000
N 1
815
8.2
70-130
20
09/30/2020 2235
Barium
64
100
160
1
100
2.5
70-130
20
09/30/2020 2235
Cadmium
ND
100
98
1
98
0.36
70-130
20
09/30/2020 2235
Chromium
ND
100
100
1
100
1.0
70-130
20
09/30/2020 2235
Iron
400
1000
1800
N 1
142
3.3
70-130
20
09/30/2020 2235
Lead
ND
100
100
1
100
0.99
70-130
20
10/01/20201216
Manganese
17
100
120
1
103
0.67
70-130
20
09/30/2020 2235
Selenium
ND
100
100
1
102
1.6
70-130
20
09/30/2020 2235
LOQ = Limit & Quantitation ND =Not tletected at or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40 %
= RSD is out & criteria * = RPD ie out &.-H.
Note: Calculations are performed before rounding to avoid round -off errors 1n 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 69 of 74
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 70 of 74

PACE ANALYTICAL SERVICES, LLC
9 -.
o
❑
r
a N
J
R
s
�' �
a
a
a
U
E
s;
5
J�
6krS
a
L]
'x5
U
flzg
$
a
N
'
�s
is
Qn
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 71 of 74
0
r�
4
t
ra
�
x
m
url
-
µ
U,
1
R
S
Q
PACE ANALYTICAL SERVICES, LLC
co
r~
M
0
Z
LO
LU
E! 2
oc}to1 f
y n 2
u s
a m
t
u s y
y. N N• rA N M .1
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] vnvw.pacelabs.co
Page 72 of 74

PACE ANALYTICAL SERVICES, LLC
1�0
M�
m
~
XO >
E
y
7
z
k
3
d
--
J
� Y
�
SS
u.E
a
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 73 o1774
PACE ANALYTICAL SERVICES, LLC
.Sl—l} F.nrimnnm:nl Fervicn rye. Nee 1 of t
Txc,vnm[ NumFc: 1-00: RC-, 4 eflCCGVC :N1C: pie• —
Sample Receipt Checklist [SRC)
rlu— E2M C..,1—Tom.,..,•"�•A — ; 0 ?/ OD20 h. Vr2606R
Means of reoeipn ® sm ❑ Cltern ❑ UPS ❑ FedEx ❑ other.
❑ Yes
®Nu
1. Wore cnsrody seals pr�eslt ou the coolaz'?
Yes
Nn 1iA
2. Ifeustod • seal¢ wire resent, were they Weiel- and unhn,lnn?
pH Strip TT); 20-1820 Cbl-ine Snip Tit: NA Iosted Lw: BTB
C7rigin4l teniperuture upmi reLcipi. i Derived (Corrected) temperature upon rcecipt %Sohd S1tap•Cup lD: NA
2.4 r2,4 °C NA iNA eC NA iN.4 •'C N❑ /NA lff
Method ®'Temperature Blank ❑Against Bolxles 1R Gnn ID- 5 IR Gun Cnrrecl.inn ruelnr. 0 'C
Method of poolant! ® Wei Ice ❑ fee P"k3 ❑ ❑ TQC ❑ Nunc
Li yes
❑ No
®NA
3. if temperature of any cooler exceeded F.0°C, was Pnjcd AfunugcrNulificd?
pyd was Notified by- phone ! email ! tace-trr-f— [circle one)_
❑ Ye=-
❑ No
V NA
4. Ts the com me,R.ial mooicr'r packing slip atrach�d to this fwm7
® Yes
❑ No
5. Were pruper cus6udy procedures (m[inqu3shcd4ece ivied) followed?
Vj Yes
❑ No
6. W— sample IL)s liAcd —the CDC-7
® Yes
❑ No
7. We. slmtplc LL)s liskr] un all sample containcrs'7
® Yea
❑ No
S. Wax tulle lion dutc & t nc listed on the C0C7
® Yea
❑ Nu
9, Was collection date K. time listed on all sample cunlaiin-9
® Yes
❑ N.1
I 30. Did aII container label iu£ormatien (1D, date, bone -)agree with the COC?
Oyes
❑ No
1 L Were icsts to be pcanormcd listed on the CUC7
® Yes
Q tin
12. Did all 1-1,1 ar urrive in the proper ccmkdrmrs £er tech test and+or in goad condition
(tulbmken, aids on, cLL.)?
7-V7
El Nu
13, Was adequate sample volume availahl e?
VJ Yea
❑ Nu
14. Were all samples receiwil within 54 the holding thnc or 48 hours, whichever cumes Grit?
Il—yes
ND
15, Were any sam pies containers tnissit c uccss (cirolc one) samples Not Iisted nn COC?
❑ Yes
❑ No
® NA
16 For VUA and RSK-175 samples, were bubbles present �`pca-siu' [%"ur dram in diameter)
;n any ul dlu 4 VA ials•
® Yes
0 No
LJ NA
17. Were al] DROimela]Yiku ent samples WCCJV E at a pH of � 27
❑ Yee
❑ No
®TEA
1 A. Were all cyanide samples rcccived at a pH> 12 and suicide samples receircj al u PH> 97
El Yes
❑ Nu
®IiA
19. Welt all applicable NHIiTKNicyanidc'phwo625 <0.5mgi L) simples lreeorresid'W
ehlurme?
❑ Yes
❑ Nn
® NA
4' Were client srnarksirequests (Le. requested dil utiow, NMIMSD designations, ctc... )
ccnc,;c y transcribed from the C(]C into the comment section lt1 LIMS?
Yea
Nn
J21.
Was the guete nu ml—listed en The wntainer label? If yes, Quote 9 NA
ample Pmuvatiun (Must be completed for any sample(6) incthe preserved or with headspace.l
Satnple(s) NA were lecelwd incorrectly prnxrvcd and were adjusted accordingly
in sample r ivmg with NA mL of circle one: 112SO4, HNUI, HCI, NaUH using SR if NA
Time of preservatiM NA If more than one preserntt ive iy nuxlc,d, please note in the commence l e]nw.
Sample(s) NA were )eceived w ide hobbles '�6 = in diameter.
Samples(') NA wr7e received with TRC 10.5 mVL (If t119 is no ) and weir
adjusted ucwnli ngly in smple receiving with sodium tlliosul fare (Na,Sip,) with Shealy ID: NA
SR baronde labels applied by F 1:3 Date: 09125"202t1
CDmmenx
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 74 of 74

APPENDIX C GROUNDWATER SAMPLING LOGS
www.erm.com Version: 1.0 Project No.: 0551517 Client: R.J. Reynolds Tobacco Co. December 2020
2020-09 Edwards Rd LF Rural Hall GW Report.docx

I�
WATER WATRIX SAMPLING 1 I ' WATER MATRIX SAMPLING
FIELD DATA FORM �� HELD DATA FORM rrIF'i
Sire Na ma: RJRT Edwards Row LaadfiN Jab d=0551517
Sample Typ a; C1rde one -(Mon flor Ws ll, OPT, Surface Wale r, Pola hie WSW; other)
Sample 10:
Dale; QZ'
Sampiing Pereonnet: c Andrew H-
Weather Condltlans: swmy,—>zip,� nNw
Time: 1535
Wall e: 1=1u su.fe® Can lc m, Ssrk up comn�eflon
Well Ta Present:
No
e
Well l.acksd, We Lock Pre50nt' No
Well 10 info. on Ta
No
Well Boiled: ray Um Weli Cap: No
Weil Ca Condition:
Replace, Omer,
Well Pad Condltton7 Crackwf. Ruweoa, OO+cr
We11 Location: cress, sglil4 CmaolR Woods. Other
Addition Commen
Total Depth of well {T.Dj: +'
screon 1Angth:
a, 19. 1si xQ•
miner
Depth to Water ❑.T.W : of - 7 <i
Well 01amotor:
1. a. 5 s
krheaaher
Field Pernmetem measuredwlth:
Casing Type:
%� i $ul
alnar:
Purge AM to: khnm
Sampling QeVlee;
Pmt1 lq Gfundfos- rSM&, P015, Other
TubIng Type: Pd h a
Measuringpolnl;
alhar:
Pump Intake [ft below M.P.1:
Color:
Odor:
Yea.
Time:
min
Volume
Purged
OTW:
feel
Temp
6C1
pH
istd UMS
silC
luskwl
0A
(RWQ
ARP
mV
Turk
NTU
Comrnenlg:
Smbdinw-
Crkene,
elA.
{see.Ae
hcl 4
•-
3%
4
6.1-M
•-
9ek
N-
10%
.mV
N-
!DWI
r'
5
91
5
1
5:97
771
7L-6
4g
ti
rb.�A144
555
9 01
1311,0
13- 2
P m 6•01 .09
16.5
6 ❑3
�IS�
3••}
�lw •�
. t
3G
1 I
6 -'-I
S s
3- 5-
R -tl
G,
QB1e515amalonpeteel Tme- V2VZm 1,; 36'
rgg_ra�caueraen: AnalysisRaaueated: Prese-rotfVe: Hold Timewan Pl Lsv.
xW�bxxrnax.r rl.rA.lr>rl w.«drprr -... b,neafv.�w x.r�ee ar•y en m. Waew
m-.dr...,�,,,�i...wbrw.w,ar..bb wt r,wlw.r=..w.ee.Y
Silo flame: RJRT £awards Road Landfill Jeh fk0551$17
Sample Type: Cirde one <URKn T. Surface Water, Potable WSW; o1her)
sample ID: LID - 6 [ -- [..:+ 4!� a Z
Date: L --t 'Z d
Sampiing Porsonnay: Andrew I R.
Weather Condlilons; suety- Panty CkWy rnber
Time: 6 S
_
Woll T Fi eh 0rwfaca Can non, skk Up Com0olon
Well TA Present: Yoa- No
Well Locked; Yea, H. Lack Present; Yee, No
Wall 10 info. on Ta 1 Y.. No
Well Boiled: Yns, Na, NM Well Cap: Ves, No
Well CaP Condition: Gcad. Redoes, When
Well Pad Condition; Goft Craiw A Replace. Other
Wail Location: Cx-acs. A4phaR. CMtRlO. waala. Od—;
AddhlonaI Commenls;
Tote Depth of Well {T.O,{c t
Screen Length! s, as, z5 tyw. "
Depth to Water D,T.W :
Well Diamofer. a indreo-dner.
Piofd Parametorsmeasuredwith:
Casing Type: Pvg2 swat ether
Purge Ratev i CL) mLj.kn
Sampling DWCC: —TWA I ldouean, C-4 Ma, 9e1lnr. PPB, 01W.
TuhIngrype. Pc1 rhfwm
Men sUring Point! TOC other
Pump Iplaka fl bninw M,P.t: -[r3
Cplor Odor: Yea No
Time;
`min
Volume
Pu ed
OTW.
Feet
Temp
pH
sld llnlls
SpC
uslr
OO
moll-Imoll-I
ORP
mV
Turb
NTU
Comments-
SteaNrnWa+
Crltlria°(Nwom)
[sae note
h1"!
*♦•
3%
.1-
0.1 una
rF
3%
•�
10%
•7•
10-V
t+-
10%'
--
5
ttS-LL
C7,7
-.SfJII
.t
--
❑
1b.
6142,-LoCl
T
is
14 q
6 6
•G
6.41
2p
i
L
J. L
S.
z.r
s
6L
6,6z
{,
-
01gCie1 Ssln olina Dale a ITme- 0k lzul LO f L O L
BamDles CosecFad: AaalOil a Reauesled PreaswaN. Hold Time fdaaal Lph:
t1aW:
C •Rrenw.anilrr aMM+.m Arm �a.•�p. ww'i w,�iy sr_r.iruuerry�e.weerrmr,wro.rm Nar..

WATER MATRIX SA44PLING WATER MATRIX SAMPLING
k
.;
FIELD DATA FORM ERM FIELD DATA FORM E J
Sipe Name: RJRT tzlwiir15 Road Landfill .lob #0551517
Sampla Type: Crrcinage - (Monitur We% OPT, 9urfaco Water, Potable WSW; Other)
Sam fa 10: W - Ile--t-7G •7x r_sa 'c
Date! CrLW.I EQ
Sampling Personnal- idteal R-
Weather Gonditiortz: sunrry, t>a.1ly Caway, c+ewy. C� char
Time: !
_
_
Well F4°h Surfers Cvn vomt, up Com -
Well Ta Present=
tin
Well locked: No Lock Present: W
Well I11 info. on Tag!
es, No
Wall Bolted: Yes Nv WeA cap;NA
Well Ca Condltian:
RevA Olhvr
Wall Pad Cand Rion: , Ctacked. Replace. Ola[c
Well LaCallgn: r
Awhaa, Canmate. Woods, Other_
Add l Banal Cununents:
Total Depth of Well (T.D.):
Screen Length:
10 fq"l her:
Depth to Water D,T.W :lrl 1 ',
Well Diameter:
+, a, a Ifldw "(
Rald Parameter measured with: YeT M&VYA(.tt
Casing Typa'
51ea1 0M.
Pa rge Ra ta:vl U nAAwn
Sampling Device:
nsvon. Grundl a. Boller. POB olrwr. _-
Tubing Type: Po en one
Mea&urLn Point:
TOC oiler:
Pump Intake (ft bale- M.P,� S
Color:
Odor. Yet, No
Time'
min)
Wume
Puf 0d
DTVV:
ifaet
Temp
Cl
pH
std units
SpC
uBlcm
DO
m L
❑RP
mV
Tat
e1TtJ
commaplin
SkibaO All-
Critorla'
Aons
{pee Wi
We.)'
N•
7%
.1•
7.1 un6
+1-
3%
1dY
+1-
10 mV
•✓-
low
5
!G.`r6,3
1
ILIT I
Z lft
-G'I•Z
11 i3
w
r
131,6
og
4LG
Z .
I�
!
5
L7.L
1.a
a
r. v
s. g i
! s,
c.: s�
J.
.ti
_
dflir ial Sampling Date & Fina: M /Iq/ ] i 4 I L D
Samvia& Cdlected Anaivsis Reouasted: Pe=s o yci
Nwer.
nt n,...,,...�°...ir� n ra.,.r..rw.w.wrr wi u,wt a rwo- iswr-nsrw.ir«�e..n.i d •. Mo e.w��
W -Tur.l y.,uw. x.riu e.M.wi.im W1r u -pier wri+tr. i°wrn n�a•in b4wctiw�eran t m � of R-
SIm (Jame: Rd RT Edwards Road Landfg Job 4,0551517
Sample Type: Circle one-(Monhor Well, OPT, Surface Water, Potable WSW; other)
Sam lalD: •• 4�•i ' J,� f: - 1v:_ �n ••
Dale.
Sampling personnel: Andrew Hr_ h:heal
Weather CundiHons: S Para C , iCl
4drer
Tfine: 7 —
Well TypW. FYch Sudae: Comdetek;-rAOtlPCam
Well Tag PreaeeC
Y@' No
Well Locked: �'1' No Lock Preaerlk No
WeI11D info. on Ta
Na
Well Bolted: N0. NIA well Ca �� Y , No
Weil Cap Condition:
QlG9. RMAd . ppxr,
Wall Pad Condition: i CrocKed. Replace. Ocher.
Wall Location:
Asphalt, Con ',, Woods. Ogren
Additional Comments!
Total Depth a! Well (T,D.): 1'7
Screen Length:
5, db� is, 2p feet -other,
Da 1h to Water ID.T.W : nr
Well Diameter:
i. a, a k.ches• Lh&-,
F laid Parameters measured with:
Casing pe:
SOeN carer
Purge Rafe: 'V mUmin
Sampling Davlco:
Itic, h►xiaaan, mvad oe. Racer, PDe, Oth-
TuLAngTypej Polyoh
MeasuringPoint:
❑ 0 other.
P Limp Intake (ft below M. P.):
Color.
Odor: Yes, No
Time:
min
Volume
Purged
DTW:
feel
Temp
PH
std units)
W
tuVom)
00
(m !L
ORP
mV
Turb
NTU
Comments:
Smbah aaen
Crlterw,
geAorci
flea Into
etlo t
+F
996
+1-
01 uld
0-
3%
rr.
$0%
4
1e mV
+l-
lff%1
J;
Ire • y
6-'s
N
c1,-7
I��
Ic
I G -3
C. Ys
ryL
(i• bc,
t K D
/: v
s
6.3
6-Yv
6. r
c.
e
zl
L 7S
.[ Cl
7
! -S
G 77
6 7
i2.
1, 044
10
3
L-26
GN
0.17
IG �:7
G tl7
ic,3
G
121.1
0-3
Official Sameline Date & Time: `7'7,r1 / 2 GI r / Fr-
HQW TImO fdaysiLab: Sametes Coladad: Anelwis RctagLiPd' Presarvalrve- Fold imgJdayda Lab. -
NOW,
rm-r�nrwe...raa.i,,...°orm�.Nr. rw.t,w.r....,...°..w•�. tern wo-. r...o.rmnsl4

WATER MATRIX SAMPLING WATER MATRIX SAMPLING
FIELD DATA FORM FRM FIELD DATA FORM
sae Name: RJRT Edwards Road Landfill .lob t0651517
Sample Typa: Cirde oneOPT, SuAace Water, PotabTe WSW; oth"
Sam la ID: r - 15
Date: _ }
Sarnipl Ing Personnel: Andrew H. Micheal R-
WeatherConditians: sunay, Fe «�
Omer
Time:
Well T e: Fpun Su"m Cwnpeli ' slick U
_
ell Tag Prevent,
.Yes, No
Well Lcekedi Y No Lock Prp ; ea No
Well ID We. on Tag. Yes; No
Well Solted: v No WA Wall Ca : ran;• rid
Well Ca CondHion:
Gigd, Replaoa -er
Well Pad Condition: ram:' Cracked, astir:
Well Lodatian•�"s.a sspt�a, Conaale, NMods, Olner,
Add hional Commends:
Total Depth of Well [T.D.I-
Screen Length:
510, IN- Fee miter
Depth to Wafer (D.T.. ut e , -
Well Diamer. ter $ w _e, a Incir�aa ar
FILM Parameters mmaeured with;
Casing Type:
.spear deer
Purge file: ! - mum ln
Samoli no Deulce'
'slelilq ftati+oon. Grundfo% Rolm,, Po6, Other.
Tubin Ty
Measuring Point:
0157 other -
Pump Intake IRhelow M.P,):
Color.
Odor: Yes,
Time'
min
Volume
Pur ed
DTW:
feel
Temp
PH
std unila
SPO
uWcm
DO
m IL
ORP
mV
Turb
NTI}
Corllmem5'
Slnbal"Ilm
Cnrerie
rwlsi
lsee ria19
WOMr
•R
SY
H-
o.1 rrll
+!-
3%
•F
10%
4
10mV
N-
10%,
M
a _i
r
7 7
91.s
13A
Oi~
1 LiiGa
7. oc
3 9 ;;, ,5
n 3G
IL17 • b
0 Z
U
�.5
777T
c" 2
7'
G -G.LS
offMal Samolyio-DatQ&-Am `/�,Z!%�='• + j. f'l'
Samotes Collected: Anahl3is Reorsasisd: Preservative: Hold Time fdaysl: Imp;
Raw
ra• o,.d.......,en ee,...� x.,. �.w w. e.rr�e..e.sv,.nK. �.,..n.s,w Mn w�.-r a...�, m...,,+�.
Site Name, PAT Edwards Road Landfill .lvn #:i155 �517
Wimp le Type: circle o-1-66hor Wei DPT, Suriave Wale r, Pofahla WSw; vtherl
Sam le ID: - U GZr�af2
Dale: C3 zo
Sampling Personnel; Andrew H. Mich
Weather Cond Nona: PariV-6[au&CRein: other.
Time , 20
Well T el R.9� SirtatoC ,,Wi slck u Can
Walt 74Present: Yes, No
Well Lacked: a un Lock Present; Ne
Wall ID into, on Tag: 'eft. No
Well Salted: ewrtNo Nan Well Cap: N.
Welt Cap Candniow Goad. napiaae, ❑ihye
Well Pad Condition: race. rraexeM. Rcpie . piper
Welr Location: Grays. Ae2W. porume, V*-La, piner
Additional Comments:
Total Depth of Well [7,D,]: 20
Screen Length; S. 10, is. 20
rear nher
Dc th to Water C]J.W : r'r IGt7. C•
Well Dlametor: A. 5. a
lhdl -Mw
Field Parameters measured with:
Casing Type: 54m1
what
Purge Rate: mtmrin
Sampling DeWco: Pensulao, on. GrunoW% eaitnr- I•DR. ❑weer
Tubte Type! Pd t lone
Maosurfric Polnl:
other -
Pump into ko [it below M.F.I:
Color: Odor:
Yes,
Time:
min)
Vdlums
Pu ed
✓7TW:
feet
Temp
'C
pH
Nil u+iils
W-
Uskm
DO
m fG
ORP
mV
Turin
NTtf
COmme.ms'
5laheli'rslim
Cnrerle'
Itanel
{eee nitre
hdw�'
aF
3%
ax
o.] At
Y-
d°Aa
•r-
]0%
•F
ia.v
H-
.a%`
B 1 t
3 -Li
o. 7
•G ,3
i
f5
tom•
SASt
Q Z
_6`I.6
15
r5
9.1.1
c
aLe,
.Tz.
94'-13
S
ts•S
a•x�
3 L.6
Z• Lt`t
0
15.
a z 5
3 Pad. -1
13
1D
Olfrcini samdirio Dais S 71me: (7`11Z L11 L0 1 { 3cx>
Samples CpllecledL Anepysis Rerivaesed^ Presaryaiere: Hold Time fdevs]'. Lab.
1rn
...... wit � u.=www mr.wa.wy..e..wrr �w. �...wA-n =.. �.n �..r*, ••••R=.*• -.ewM

WA TER MATRIX SAMPLING J ;;
I WATER IVIQ7fitX SAMPLING
FIELD DATA FORM FiR M FIELD DATA FORM
Soto Narnef R.1RT Edwards Road Landfill inh #:055'{ 517
Semple Type: Clyde ❑ [Montt" ell, QPT, Surface Water, Pvtabto WSW: otherl
Sam le lQ: Z
_
pate:
Sampling Personnel: Andrew K - eel R:-
WeaiilerCondMuns: Swrp, PanW Cloud Re.n; Oh.
Time:
Watt TVpa., Flush suu. Com"leoln udr Cam
Welt Tag Prasont:
No
WaH Locked: No Lock Present: ,' N0
Well ID info. on Tag:
xEjDNe
WaIl Bolted: Na "A Wert Ca , No
Well Cap Condition-
;replace, Darr,
Weil Pad Canditton7 0& Cracked, Reamee, Odw
Well Locatlan:
Anna% Conaela woons, olhw
Additional Comments:
T0181 Depth of W¢A (TA.): 3 t1l
screen Lengtl5:
laewe.er
Depth to Walar O,T-W : III
Well Lila meter:
x 6. a Indw.lrnow
Field Parmme;ern nteasured wJltu Z.15Z
Casing Type;
pJC, eel corer:
Purge Rate; f ] nfUmin
sampiing Device-
Priam G.ios. 6a4er, Prla. Olhef:
To lift T e� ,W h
measure Point:
alner.
Pump!"take ft .P*)
Caior:
Odor: Yea, No
Time:
rule
voluma
Pu ed
OTw:
feet
Temp
PH
std unlls
&PC
01=
DO
(MOIL)
ORP
my
Tut
WLI
Commenla'
stat><+karvn
Crib+a'
jgaeuig
{ace moo
bdaJl°
•o-
3%
.+.
0.1 wit
16
3%
•+-
141%
w-
10 my
•f
��'
I S
2 . dy
7,6Z
209,1
47.29
737.
27- 1
is
i^.
7.37
20 .7
y.21
-78-4
20..
15
C�
Lr7
u
t Cl
2Ci
15. 1
`1- 07
2 O b t
'V I
Z
I S. r
0
5
Olwal sam¢lin5if]ateATlmi. I 2,V1 d + l 3 Lit)
$afi¢W_s f�vlLerAfdl: Ana[vsis Reeueslo - P ra- . Hold rime wmm L&
I4e
{p_T.u,ar�wi y.,M •b�y,,.a i �NR q, YuWp �r. rn e.1�.ex r •.•.+w m.no.+m�n aYa..t n m.p �
ki
ERM
Silo Nama: FQ RT Edwards Road Landfim Job #.0551517
Sample Type: Cirdeo -{Monitor W PT, surlace Water, Pala bie WSW; other) -
sam le;Q: %V- - G - O
Pale: '+_� 1 -7 f,
sampiind Peraum al: Andrew H.
Woatltier Candiliona: 51wnw Po C
,clue 7 , R
nWwr
Time:
Well T Ffmh Surrxe com Slak
Well Tag Present:
wa
Wall Lacked: No Lock Pirasen :
Well IQ info. on Tag-'
N.
We}I fioltetl: �' W, WA waif Ca
No
Well Ca ColMitlon:
pod FtE* m, Qerec
Well Pad Condition: ,' cmdc , Hopkacq ciher,
Well Locat}on, f3&esl
A3phsll, COnsel", V*o Os-
, -Additional Comments;
of Well (T,Q.I:
P
screen LA11fi :
5, 10. 15.
fanl..w,er
Denthater!➢,Y, ; Ir} . I
Well Diameter 1z s, e, B
Inchw•oIM.
eters measured with:
Casing Type-
, sw. dhw
: +!r � munin
NT�bl,qTv
Sampling parlca:
F.aN9aR- Aerwaoh.�Gnwfos, eaRv, FOR, olnnr
Mea Burin Point:
T OG
Other,
k¢
be7 M.P.);
Color'
Odor: rm,
(mil)
volume
PUFqed
OTW'
feet
Temp
pH
std units
$PC
(USlGrFO
OO
ImniLlmy
ORP
Turh
NTII
Comments:
S15oell�alrcn
CAla�e'
ellaisl
(son new
bobai�
•F
S%
N-
0.1 unit
4.
3%
•$_
10%
•F
10 my
.F
57kr
L j1J
Ia.
tr
•j .L_
I.-r;
-J(,. I
2C,6
f5
5.2
U
165 Ifr7
r_
cif
16
IZ
4r7
rzr
ls.5
�� 7L
i 1. F
%.53
7•'7
a.8
r1;;
-7 G f.
it 5.1
6.20
V70
1G,�
Olfictal samplingDe3s3�&Trine:
s¢mn[es CQIIe�Jed. Anahram Renuated: Prasarvatwe. H 0 N Tl<nelday=5l Lab
ante
Pf•rNa www�nx,.ho-rxr•ry�n�31 r1 �+e.r.rxw pvw..,new�r�Y�a v.r+w�ln4¢I mi.vn

WATER MATRIX SAMPLING WATER MATRIX SAMPLING
FIELD DATA FORM I M FIELD DATA FORM ERM
U
Sire Name: RJRT Edwards Road Landfill Jnb � U55i5[7
Sample Type: Circle one onitor Well PT, Surfnce Water, Potahle WSW; other)
Sample ID:
7-
Dais:
Sampling Personnel: - icheal R-
Weather Cond itlons: Ci¢ud , r`W— Rehr, Oh —
Time:
Well T e: Flush Swtara eeaa, u aeon
Well TagPresent: eai�.. Na
Well Lacked: No Lock Present: No
Wei] 1D lnfv. on Tag : No
Wall Bolted: Yes, Nq Well Cap: e4 ! Na
Well Ca Condition: Good,; Repace, Amer
Well Pad CGndidon!/'Gaudj Cracked, Raplam cthmr
Well Locatio • amm, • 4 Cenaoe, Woods. Ogren:
Additional Comments:
Total Depth of Wall iT.D.j: 5
Screen Length: 5, 10, f6, 2e •, f6K-.dur:
Depth to Water Ixr,%M.• "I 7 L O
WBII Dlameter: M 4 e, a Whes-oIW:
Field Parameters measured with:
Casing Type: sled older.
Purge Rate: -! r-i G mLinin
Sampling Device: Pe xaab.. Mdtww, GIur,dfvs. Umer• PO& ..her.
Tubin 7 o:
Measurin Paint: TOC other:
Pump Intake IK below M.P.:
Color: Odor: Yes, Na
Time:
min
Volume
Pu ed
DTw:
feel
Temp
PH
std urlita
SpC
u81cm
DO
IL
ORP
mV
Turb
NTU
Cnmmenls:
SteeallMtlen
cdlaria�
laee nde
6eJv ry'
+1.
3%
+F
0.1 udt
.F
146
H-
10%
+j-
]p mV
+F
sd°h�
i(
I. 19
n C7
-/2-1
fc�
06
jlr 3�
7- S
-li`IO
}1
7, "L
N. 7I7
-it)
C n -
1.
_ T
I 1 5l
I6 e,
6 s ti
- !'ice
P. .
1i•�
E
-
S,
+7O
17-
19
1Y71
L7 hG
0
b q
13
5
Off1dal Swoling 021Q 6. Times Gam+( ?- 3 / ZID t I - LC.)
Samples 4aollesde7 Analysis Reauasled: i w Hold Time !days!: 192
nth- o�,r...r..wrn a w.r,,,¢ ws rn., c.v�.-e...r.+a a r.w...n,.r-+m •,•• oM m,r rrwm� �n..w mom.
yxj-m.eY.reneNl. ewNwln. r>•+ru.r.c...r:.. m��
pd-iaJ erraw�nxr¢e Y4r ¢,r gr w,Rv V. �rtw W,...., n,ww.wYaM�w�.dw" "-. ¢rn Aax nF
Site Name: RJRT Edwards Road Landfill Job p:U5d1517
Sample Type: Circle one -(Monitor Weil, OPT, Surface Water, Potable WSW; other)
Sam la ID: r r Z 0 .sf , rL. +z 7
Date: 01j 2 / 2 V c-
Sampling Personnel: Andrew H- Micheal R.
Weather Conditlaaw Parer wy, Ckx¢fy Rmn; qoh
Time:
Wall TYPC FWsh SUft* C Sddr u con,w
Wali Ta Presenl: Yw, No
Well Lkooked: Yea, No LacPresent Vet No
Walr ID info. on Td : Yea W
WBII Bolted: Yea, Nn, WA Well Cap; Yet No
Weir cap Condition: Good, Raprdce. Omer
Well Pad Condition: Good, packed, Reasm fiber-
Wall Locadan: prays, AapFatL Canaela. wood., Otl-
Additional Cammenra:
Total Depth of Wall (T.D.):
Screen Length: 5, 10, 16, 20 fanKbw--
Da Ih to Water AT.ft n'
Well Diameter: 2, a, S, a lnaws•oanr.
Field Parameter's measuredwlth:
Casing Type: Pw. Sena! finer:
Purge Rate: mU.0
Sampling Device: Penalallic. rewn n, ,rusdfos, nallar, POK Clhw.
Tubing a: ne
Measuring PoinC TOC other:
Pump Intake (I t below M.P.):
Color: Odor: Yes, No
Time:
min
Vo"e
Purged
DTW:
fee!
Tamp
9c
pH
std umis
W
akmj
DO
m R
ORP
mV
7urh
NTu
Comments:
Staboixako
Cn[
[gee rnta
e1FN'lr b
•l-
1%
♦b
0.1una
.i•
3%
+,.
ID%
0-
19mV
.6
I
JfStial Sampiina Date $ Time• r
SaD)IOW Celleded; Analysis Reauesled: Prosarvaliva: Hold Time fdaysk Lila
,]i-aY.Lr •win Wrr. r.. �mginr,+mrrw�mn��r.
Cy-ieW ew,nw�uru.. Y.. r,..e,mwir�.i r��rwac�lw•wn..�wyw Rrw e.weernrbx¢r�paxru

WATER MATRIX SAMPLING
FIELD DATA FORM
Site Name: Rd RT Edwards Road landfill Job #; 0551517
Sample Type: Ckde one - (Munitor Well, DPT, Surface Wale r, Potable WSW; other)
Sample ID:
Date:
Sampling Personnel: Andrew H, ylictle l R
Weather Conditions: qaw :, crowd , Rain; OHrar
Time: -
Wei e: Flush Svff c cnm ouon, Slzk tla Camernuoe
Well Lag Present:
Yes, "a
Well Loekad: Yea, No Lock Present: Yes, No
Wall ID Info, on Tag:
Yoe, Nn
Wei Halted: Yes, No. NIA Well Ca = Yes, No
Well Cap. Condition:
Good, Repave, Osier,
Well Pad Condition: Good, Cracked, Repace, Other
Wail Location: Gra
Ayphaft GonoiekL vwooas, Omer
Additional Comments:
Total Depth of Weil JT.D.):
Screen Length:
U, 10. 10. 20 reel-odw,r:
Depth to Water D.T.W : "I
Well Ulameter.
2. A. % a v'her
Field Parameters measured with:
Casing Type:
PVC. Steel other
Fu a Rate- mLlmin
Sampling Device:
Pafttallic, Monsoon, Gnmotoa, SaWr, PPB, Other
TuWn T e: WhrmNena
Measurin Point:
TOG other -
Pump Intake (ft below M. P.):
Color:
Odor. Yes. Na
Time:
min
? ,r
' Pttr
DTW:
7eet
Temp
pH
Sid units
SpC
vSlan
DO
IL
ORP
mV
Turb
NTU
Commens:
SlAboaallon
cro.ie'
T I ewe,
11om1
(see role
balowv
.I•
3%
+J-rF
0.1 will
3%
1d%
10 mV
N-
1OW
1,3
3
1� 70
7 LS
- 2cJ
IH �57
f -q
6(-,
5S- ZS
1N: 5
1
12� O
7•°
SS
R-Z.
5_3 C
1dJ' S C)
5
'7 uJ cr1
.3- 4
7 5vc
L
's-01
15. flu
IS 5
777-
316. Z.
7. aC
'7•
-jIt. 9
-7 3Z
O
Z
r
OrWal Sampling Dale S Time: +
Samoies Collected: Anslvsis -Nested: Preservative: Hold Time fdaysl: L
xe '
m • m w...n..rr,r,eaw. rwe w,...*d wow..e..,wn � �..w. ve�,...+her.n, a....n. nwv......ee,n.,�
w•raw•.mnw.rrerbae.ev-norm. ++row,r•e..._.....R.er.�.b...�w�r.�e.aro,mm.ixn
(WATER MA TRIX SAMPLING
FIELD DATA FORM
Site Name: RJ RT Edwards Road Landfill Joo #:GS51517
Sample Type: Circle one -(Monitor Well, OPT, Surface Water, Potable WSW; ❑ttierl
Sample ID; , 1 i' ,a (w,• ,
Date:
Sampling Personnetl Andrew H. fdlc►isal R,
Wealher Conditions: , P Uxiq, cloudy. kern, oils.
Time:
Well e: Fkah surla Cum own, Sodi ti Coisplow
Weu Tag Present:
Yee, no
Well Locked: re& No Lock Present: Yam Na
Wall ID Info. on Ta :
Yea, W
Wait eoiw: r • Nq NIA wall cap,.-- Yea. No
Waif Cap Condition:
Good, Replace, olhw.
Well Pad Condition: G—L Cracked, Replace, 01har
Wait Location: Grays, AV". CuKk e, Woods, Amer.
Addklonal Comments:
Total Depth of Well (T.D.}
Screen Length:
5, 10, is, 20 feet-0tner
Depth to Water (D.T."; "I
Well Diameter:
x i, a, a k lres•osrer:
field Parameters measured with:
Casing Type:
PVC. Suea1
Purge Rats: mLhhw
Sampling Device-
pedslaluc, Monsoon, C4un4f4)% Bator, Pole, Omer
Tubin e: PGPiethyism
Measuring Point:
TOC other -
Pump Intake;ft below M.P.):
Color..
Odor: Yea, No
Time
min
Volume
Nrned
DTW:
feet
Temp
pH
Ow units)
SpC
uSkm
DO
ORP
mV
Turb
NTU
Comments:
stablirat.on
Ch[era'
f
(sae rote
nelm„1'
*I-
3%
.F
0.1 ural
+4-
d%
+!-
10%
rb
1n mV
H-
10%i
77•;
III. 1r
•I 5tcsF
i.
`t j't
Its' i:.
10.
f -.s
n ; T
IIT 3
d fib
68
12
S
EE
Offlcis SaM D[mg g9te TIMO, I
sentries Cogaded: 'AnoIvsrs Reouested: Hokt Time ldaysY L&
Notes:
(nPo.rr eaw,+aMrraoar.rrrrwww e.qa rs..�.na w,,..�e.,� ..u�v ir.ur-a e.,.we�w,.0 e.a.e
PI-rdrdAr.'_-nxNmbin.ewntm Pup a�gr¢,rn t. krx.e..rw.uuyr woe a..�.,n b.bwat ni N.ua

ERM has over 160 offices across the following
countries and territories worldwide
Argentina
The Netherlands
ERM's Charlotte, NC Office
Australia
New Zealand
ERM NC, Inc.
Belgium
Norway
300 West Summit Avenue, Suite 330
Brazil
Panama
Charlotte, North Carolina 28203
Canada
Peru
Chile
Poland
T: 704-541-8345
China
Portugal
F: 704-624-7928
Colombia
Puerto Rico
France
Romania
www.erm.com
Germany
Russia
Hong Kong
Singapore
India
South Africa
Indonesia
South Korea
Ireland
Spain
Italy
Sweden
Japan
Switzerland
Kazakhstan
Taiwan
Kenya
Thailand
Malaysia
UAE
Mexico
UK
Mozambique
US
Myanmar
Vietnam
The business of sustainability ERM