3405_Forsyth_RJR_RuralHall_Indus_GW_FID1323218_20190621

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Groundwater and Surface
Water Monitoring Semi -
Annual Summary Report —
March 2019
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
June 2019
Project No.: 0441331
1
The business of sustainability E RM

15720 Brixham Hill Avenue Telephone: [phone]
ERM NC, Inc. Suite 120 Fax: [phone]
Charlotte, NC www.erm.com
28277
June 21, 2019
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 — March 2019
Edwards Road Landfill — Permit #34-05
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 March 2019 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,
AnMf2P.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

?ENR USE ONLY ❑Paper Report ❑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, NC 27699-1646,
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
ERM NC, Inc. (consultant)
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Alan Martin
E-mail: [e-mail]
Facility name: Facility Address:
R.J. Reynolds Industrial Landfill Edwards Road (S.R. 1903)
Rural Hall, Forsyth County
Phone: [phone]
NC Landfill Rule: Actual sampling dates (e.g.,
Facility Permit # (.0500 or .1600) October 20-24, 2006)
34-05 0,0503 March 18-19, 2019
Environmental Status: (Check all that apply)
Initial/Background Monitoring � Detection Monitoring � Assessment Monitoring ® Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells
Groundwater monitoring data from private water supply wells ❑
Leachate monitoring data ❑
Surface water monitoring data
Methane gas monitoring data
Corrective action data (specify)
Other specify)
Notification attached?
No. No groundwater or surface water standards were exceeded.
X Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete nocation 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 70§641se�s
Facility Repr �n%��tiv me (Pri Title
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Signature Date
NAW ®y fs
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ERM NC, Inc. - Brixham Hill Avenue, Suite 120, Charlotte, NC 28277
Facility Representative Address
6,+ �K
Nose
NC Professional Geologic Corporation # C-470
NC PE Firm License Number (if applicable effective May 1, 2009)
KRi,1:�i
Professional Geologist Seal
Revised 6/2009

Signature Page
June 2019
Groundwater and Surface Water Monitoring
Semi -Annual Summary Report — March 2019
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Alan Martin P.G.
Project Manager ti
�:..N D._ ...
Thomas M. Wilson, P.G.
Principal in Charge
ERM NC, Inc.
15720 Brixham Hill Avenue
Suite 120
Charlotte, North Carolina 28277
Phone:[phone]
© Copyright 2019 by ERM Worldwide Group Ltd and / or its affiliates ("ERM").
All rights reserved. No part of this work may be reproduced or transmitted in any form,
or by any means, without the prior written permission of ERM
www.erm.com Version: 1.0 Project No.: 0441331 Client: R.J. Reynolds Tobacco Co. June 2019
2019-03 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER AND SURFACE WATER MONITORING CONTENTS
SEMI-ANNUAL SUMMARY REPORT — MARCH 2O19
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................................................................................................................................... 7
APPENDIX A HISTORICAL GROUNDWATER AND SURFACE WATER QUALITY
ANALYTICAL DATA
APPENDIX B LABORATORY DATA SHEETS
APPENDIX C GROUNDWATER SAMPLING LOGS
List of Figures
Figure 1 Site Location Plan..............................................................
Figure2 Site Plan.............................................................................
Figure 3 Groundwater Flow Directions ...........................................
Figure 4 Groundwater Sampling Results — September 2018 .........
Figure 5 Surface Water Sampling Results — September 2018.......
Figure 6 Sulfate Isocontour Map - Groundwater .............................
Figure 7 Hydrogeologic Conceptual Model .....................................
Figure 8 Sulfate Trends - Groundwater ..........................................
Figure 9 Sulfate Trends — Surface Water .......................................
List of Tables
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......................................................
8
8
8
8
8
8
8
8
8
i
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2019-03 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER AND SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — MARCH 2O19
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
INTRODUCTION
INTRODUCTION
In accordance with the February 4, 2014 Corrective Action Plan (ERM NC, Inc.) and the Industrial Solid
Waste Landfill Facility Permit No. 34-05-indus-1986 as amended through August 12, 2011, this report
presents the results of the March 2019 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 2B) 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.
The March 2019 groundwater and surface water sampling event represents the fourteenth semi-annual
monitoring event conducted at the site since the completion of the synthetic cap installation and the
drainage improvements.
2. HISTORICAL GROUNDWATER AND SURFACE WATER QUALITY
Groundwater and surface water quality monitoring has been conducted in the vicinity of the Edwards
Road Landfill since 1989 in accordance with the conditions of Permit Number 34-05 and subsequent to
the closure of the landfill, in accordance with the approved Post Closure Monitoring Plan. An updated
water quality monitoring plan presented in the February 2014 CAP (ERM) was approved by NCDEQ on
February 19, 2014 and is summarized in Section 3. Figure 2 depicts the locations of the groundwater
monitor wells and surface water sampling locations and Table 1 presents a summary of available well
construction details. Historical laboratory analytical results for available groundwater and surface water
samples are summarized in Appendix A.
3. SUMMARY OF MONITORING PROGRAM
Routine groundwater and surface water monitoring activities were conducted on March 18 - 21, 2019 and
are summarized in the following table:
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2019-03 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER AND SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — MARCH 2O19
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
Total Dissolved
Location I.D.
Sulfate
Field
(EPA 6020B/
(EPA 300.0)
Solids
Parameters b
7074)
(SM 2540C)
Groundwater:
W-1
✓ ✓
✓
✓
W-2
✓ ✓
✓
✓
W-3
✓ ✓
✓
✓
W-31B
✓ ✓
✓
✓
W-5
- -
-
W-6
✓ ✓
✓
✓
W-7
✓ ✓
✓
✓
W-8
✓ ✓
✓
✓
W-9
✓ ✓
✓
✓
PW-1
✓ ✓
✓
✓
PZ-1 °
Dry, no sample collected
PZ-2
✓ ✓
✓
✓
PZ-3 c
Dry, no sample collected
PZ-4
✓ ✓
✓
✓
PZ-5
✓ ✓
✓
✓
Subtotal
12
12 12 12
Surface Water:
SS-01
✓
✓ ✓ ✓
SS-02
✓
✓ ✓ ✓
SS-10
--
-- -- --
SS-15
--
-- - --
SS-20
✓
✓ ✓ ✓
✓
SS-25
✓ ✓ ✓
SS-30
✓
✓ ✓ ✓
SS-40
✓
✓ ✓ ✓
SS-50
✓
✓ ✓ ✓
SS-60
✓
✓ ✓ ✓
SS-70
✓
✓ ✓ ✓
SS-80
✓
✓ ✓ ✓
SS-90
✓
✓ ✓ ✓
Subtotal
11
11 11 11
TOTAL
23
23 23 23
a Aluminum, barium, cadmium, chromium (total), iron, lead, manganese and selenium.
b Field parameters include temperature, pH, specific conductivity, turbidity, dissolved oxygen, and oxidation-reduction potential.
PZ-1 and PZ-3 were dry during the March 2019 sampling event.
Depth -to -water measurements and groundwater elevations for available monitor wells from the March
2019 sampling event are presented in Table 2. Groundwater flow directions are presented on Figure 3.
Groundwater and surface water analytical data from the March 2019 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 2018 sampling
events 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 2018 sampling event are
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2019-03 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER AND SURFACE WATER MONITORING DESCRIPTION OF WATER QUALITY CONDITIONS
SEMI-ANNUAL SUMMARY REPORT — MARCH 2O19
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
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 March 2019 depth to water measurements, Site groundwater elevations and hydraulic gradients for
the Site were calculated as summarized below.
Horizontal Hydraulic Gradient - Sa rolite/PWR
March 18, 2019
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
11.20
811.48
31.48
180
0.1749
Leak Creek a
780.0
0.00
780.0
W-3
804.43
1.88
802.55
17.05
80
0.2131
Leak Creek a
785.5
0.00
785.5
Average Hydraulic Gradient
0.194
2 Leak Creek bed elevation represents groundwater discharge line
Based on the March 2019 hydraulic gradients, the groundwater flow rate (seepage velocity) in the
saprolite/PWR aquifer zone was calculated as summarized below.
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2019-03 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER AND SURFACE WATER MONITORING DESCRIPTION OF WATER QUALITY CONDITIONS
SEMI-ANNUAL SUMMARY REPORT — MARCH 2O19
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Groundwater Seepage Velocity Calculation = Ki/ne
where:
K = hydraulic conductivity 0.080 ft/day (estimated)
i = horizontal hydraulic gradient 0.1940 ft/ft (measured)
ne = effective porosity 0.25 estimated
Groundwater Seepage Velocity (Saprolite/PWR) =
_ (0.08) ( 0.1940) / (0.25) = 6.21 x 10-2 ft/day
or 22.7 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 March 2019 groundwater sampling event, nine monitor wells, including PW-1, were sampled
utilizing a low flow, low volume sample collection technique. During the event, three piezometers were
sampled using a bailer due to insufficient volume for low flow sampling procedures. Piezometers PZ-1
and PZ-3 were dry during the sampling event.
Presently, groundwater within the Site contains 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 (a third sample was equal to the 2L standard). Iron was detected in eight of the 12
groundwater samples in excess of the NC 2L standard. Manganese were detected in three of the 12
groundwater samples in excess of the NC 2L standard. Chromium (total) was detected in one of the 12
groundwater samples in excess of the NC 2L standard, and Cadmium was detected in one of the 12
groundwater samples in excess of the NC 2L standard. The other metals, lead, barium and selenium,
were not detected in any of the groundwater samples in excess of their respective NC 2L standard.
Aluminum, which does not have an established NC 2L standard, was detected in six of the 12
groundwater samples at concentrations in excess of background levels as indicated by background
monitor well W-6. Dissolved solids were detected in three of the 12 groundwater 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). The elevated concentrations
of metals in the piezometer samples (namely PZ-2 and PZ-5) are likely attributed to very high turbidity
and the inability to sample utilizing low flow procedures, due to insufficient water volume.
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 March 2019 samples were collected
approximately 6.5 years after the cap installation. Sulfate concentrations from the March 2019 samples
from shallow monitor wells W-1 and W-2, located near the limits of waste, indicate a continuing overall
trend of stable or decreasing sulfate levels since the installation of the synthetic landfill cap in 2012. The
March 2019 sulfate concentrations from shallow monitor well W-3, also near the limits of waste, indicate a
continuing trend of fluctuating sulfate levels since completion of the landfill cap installation in September
2012. During the same period, sulfate concentrations at bedrock monitor well W-313, located adjacent to
W-3, continue to show an overall stable or decreasing trend. At W-1, a trend of fluctuating concentrations
of iron is shown, while manganese and total dissolved solids concentrations remained stable compared to
historical sample results prior to installation of the synthetic cap. At W-3, iron concentrations remained
below the NC 2L standard and total dissolved solids concentrations have decreased from 2018 to 2019.
Manganese concentrations at W-3 were trending upward since installation of the synthetic cap in 2012,
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2019-03 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER AND SURFACE WATER MONITORING DESCRIPTION OF WATER QUALITY CONDITIONS
SEMI-ANNUAL SUMMARY REPORT — MARCH 2O19
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
but remain within the range of the historical analytical results and decreased from 2018 (510 pg/L) to
2019 (180 pg/L).
Overall, the March 2019 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. Elevated precipitation during the previous six months resulted in increased groundwater
elevations across the site and may also contribute to groundwater quality improvements at the site during
the reporting period.
4.3 Surface Water
During the March 2019 sampling event, 11 surface water samples were collected. The March 2019
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
March 2019 sampling event were below the applicable North Carolina surface water standards (NC 2B
standards). Manganese and iron were below the applicable North Carolina surface water standards (NC
2B standards) in all of the surface water samples. 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. Laboratory results from the surface water samples collected indicate
concentrations of aluminum in exceedance of the applicable North Carolina surface water standard (NC
2B standard) at all of the 11 sample points, including the upstream (and background) samples at SS-20
and SS-25.
Overall, March 2019 surface water quality results confirm that the corrective actions at the site have been
effective for the remediation of the surface water quality at the site. Compared to upstream surface water
quality, there have been four confirmed on -site exceedances of surface water quality standards in the
streams since 2014. There have been no exceedances of surface water quality standards downstream of
the landfill (SS-40, SS-80 or SS-90) since installation of the synthetic landfill cap in 2012.
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2019-03 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER AND SURFACE WATER MONITORING PRELIMINARY ANALYSIS
SEMI-ANNUAL SUMMARY REPORT— MARCH 2O19
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
5. PRELIMINARY ANALYSIS
The March 2019 monitoring results demonstrate:
■ Sulfate, total dissolved solids and four metals in groundwater samples exceed the NC 2L standards.
Concentrations of all detected analytes in groundwater were within the normal range of historical
fluctuations. The elevated concentrations of iron and cadmium in the piezometers are not considered
representative because the levels are attributed to very high turbidity and the inability to sample
utilizing low flow procedures, due to insufficient volume.
■ Sulfate, manganese, iron, and total dissolved solids concentrations in groundwater samples exhibit
different trends by constituent and location 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, range from stable at W-1, to decreasing at W-2, to fluctuating at W-3.
■ No elevated concentrations of sulfates, metals or total dissolved solids have been detected in the off -
site groundwater sample. The March 2019 groundwater sample collected from off -site monitoring
well W-9, located to the southeast and side gradient of the landfill, contained a sulfate concentration
(12,000 pg/L) which is well below the NC 2L standard (250,000 pg/L) and is consistent with
background levels observed in the upgradient monitoring well W-6 (10,000 pg/L).
■ Concentrations of lead, total dissolved solids, manganese, iron and sulfates in all 11 surface water
samples did not exceed the applicable NC 2B standards. Concentrations of aluminum detected in
surface water samples exceeded the NC 2B standards at all 11 locations, including the two
upstream, background locations. The presence of aluminum in the surface water samples is
attributed to its natural occurrence in Piedmont soils and groundwater and is not related to the
landfill. Concentrations of other detected analytes in surface water were within the normal range of
historical fluctuations.
Sulfate, manganese, and total dissolved solids concentrations in surface water samples from the Site
have generally trended downward or remained stable compared to historical results. There have
been no exceedances of surface water quality 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 March 2019 samples were collected approximately 6.5
years after the cap installation and indicate that groundwater quality improvements are evident in the
monitoring wells located at the landfill perimeter. The March 2019 surface water quality results
indicate that there are no exceedances of the NC 2B standards at any of the 11 surface water
monitoring locations. The water quality improvements at the site indicate that the cap installation and
the drainage improvements at the landfill are effective remedial measures.
The schedule for routine monitoring activities is summarized below.
Target
Activity Completion Date
Conduct Semi -Annual Water Quality Monitoring Event September 2019
Submit Water Quality Monitoring Summary Report to NCDEQ December 2019
Conduct Semi -Annual Water Quality Monitoring Event March 2020
Submit Water Quality Monitoring Summary Report to NCDEQ June 2020
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2019-03 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER AND SURFACE WATER MONITORING REFERENCES
SEMI-ANNUAL SUMMARY REPORT — MARCH 2O19
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
6. REFERENCES
Date Title Source
1986-05-29 Solid Waste Permit No. 34-05 issued to R.J. Reynolds Tobacco Company NCDENR
1999-10-19 R. J. Reynolds Tobacco Company Ash Landfill Transition Plan
Geo-Environmental
Consultants, Inc.
2000-01-25 Work Plan for Upgrading Groundwater Monitoring, Phase 11 Ash Fill Area
Geo-Environ mental
Consultants, Inc.
2000-03-13 Upgrade of Groundwater Monitoring Program, Phase 11 Ash Fill Area
Shield Environmental
Associates, Inc.
2001-01-02 Modifications to Transition Plan, Permit #34-05
Shield Environmental
Associates, Inc.
2003-12-23 Post Closure Cover Maintenance Plan, Permit #34-05
Shield Environmental
Associates, Inc.
2009-04-17 Compliance Order with Administrative Penalty, Facility #34-05
NCDENR
2009-07-17 Preliminary Site Assessment Work Plan, Facility #34-05 ERM
2009-10-29 Summary Report — Preliminary Site Assessment, Facility #34-05 ERM
2010-11-15 Letter correspondence to NCDENR DWM regarding Off -Site Well ERM
Locations, Facility #34-05
2011-03-10 Summary Report— Phase 11 Site Assessment ERM
2011-06-14 Proposed Closure Modification - Edwards Road Landfill, Permit No. 34-05 ERM
2011-08-12 Regulatory approval Letter Of Closure Modification, Permit No. 34-05 NCDENR
2012-04-30 Summary Report — Groundwater Modelling for Site Assessment ERM
2012-09-21 Construction Quality Assurance for Closure Modification, Permit No. 34-
05
2012-10-09 Letter correspondence to NCDENR regarding Groundwater Modelling &
Water Quality Monitoring, Facility #34-05
2012-11-07 Groundwater Corrective Action Permit Modification Application
2013-10-01 Groundwater Corrective Action Application and Revised Groundwater
Modelling Scenarios
2013-10-10 Regulatory approval of Groundwater Corrective Action Application
2013-10-11 Regulatory approval of Construction Quality Assurance for Closure
Modification, Permit No. 34-05
2014-02-04 Corrective Action Plan, Permit No. 34-05
2014-02-19 Regulatory approval of Corrective Action Plan
Various Groundwater and Surface Water Monitoring Summary Reports — 2010-
present
ERM
ERM
ERM
ERM
NCDENR
NCDENR
ERM
NCDENR
ERM
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2019-03 Edwards Rd LF Rural Hall GW Repon.docx
June 2019 Page 7

GROUNDWATER AND SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — MARCH 2O19
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 — March 2019
Figure 5 Surface Water Sampling Results — March 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
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2019-03 Edwards Rd LF Rural Hall GW Report.docx

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;..
3 0
2,000
Feet
ea•.
y Legend
Compliance Boundary ±_ Limits of Permit
r Pm
0
J
V
J
3 Mini
INo ERM NC, Inc.
ERM `1717 .erm.com 1:24,000 1 inch = 2,000 feet
Figure 1
Site Location Map
Edwards Road Landfill Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina

900 ,
00
o t
SS-70-,_PZ-4. (803.32) O PZ2
W-7 - noe .
(839.51) �PZ-5�� � 7
/ SS-40
0
sso � �Pz=1
a ,
J
P
,, ,,�:� _ `� . • ass-o2
`PW 1 /rw-1/� W_2
(859.66) (811.48) `(821.07)
Guthrie
R. J.,0� ��
W-6 Reyrnroids* p
B4
SS-50 r (882.12) J# It. ♦ B'S
` O Sprinkle
B-9 B-10
0 0
R. J.
Reynolds
W-4
o a
Boyd B-11
o°
^o
j raoo
I I I
0 300 600 900
Feet
W-3
(802.55) 01.
B-8 B-7 ♦!a�w 33B��/� Phipps
B-12 /vv
0 ,� +` SS-01 \
SS-20 'SS-25 W 00*V� \ (801.32)
SS-30 0 Phipps
W-5 Ken Stewart
B-14
0
SS-10
Don Stewart
Hawks
SS-15 Don
Freedom
Baptist
\
V I Church
Freedom
R1JRAL, yq
RMANTON RI)
Dave
Payne
�O
Freeman G�
w
w
U
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
O Abandoned Monitor Well
Piezometer
0 Soil Boring/Piezometer
1�1 Soil Boring
Surface Water Sample Location
Streams
As -Built Landfill Contours (20')
Compliance Boundary
„__ Limits of Permit
0 Parcels
Regional groundwater flow
Local shallow groundwater flow
Notes
1. Contour interval is 20-ft.
2. Limits of landfill are approximate based on
available historic data.
3. Streams estimated based on NC Floodplain
Mapping Program, 2008
4. Regional and Local Shallow Groundwater
Flow based on groundwater modeling
(ERM, 2012)
1:7,200 1 inch = 600 feet
Figure 3
Groundwater Flow Direction
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �b
www.erm.com ERM

•
y 00
.; W-7
Dul PZ-5
Date
3/20/2019
R.
3/20/2019 ' 'Date
Aluminum
96
140 Aluminum
Barium
100
110 Barium
Cadmium
<0.50
1.4 :'' Cadmium
Chromium (Total)
<5.0
<5.0 Chromium (Total)
Iron
1,400
1,600 Iron
Lead
<1.0
s
<1.0 Lead
Manganese
29
32 Manganese
Selenium
<5.0
<5.0 Selenium
Sulfate
11,000
11,000 Sulfate
Dissolved Solids
180,000
180,000 Dissolved Solids
�000 r PW-1 (2l'-326' interval)
Date
q' Aluminum
3/19/2019
430
'. # ,r�iN►�' "> Barium
Cadmium
38
<0.50
Chromium (Total) <5.0
' Iron
5,300
MINE "4001%, Lead
<1.0
Manganese
"Alu,
2,700 j,
-
Selenium
7.8
Sulfate
ALM
670,000
.•, poo Dissolved Solids 1,500,000
iO
la �. II I/ I
, 'J ..�., ...e:. 1 1 I
W -6
Date 3/20/2019
Aluminum
<40
Barium
42
10�0
Cadmium
<0.50
Chromium (Total)
5.5
�•'�
rig+ W 8 i PZ2 ✓ N
PZ4 , ''' Date 3/20/2019 x4Date 3/19/2019
3/19/2019 Date 3/19/2019
A Aluminum 4500� Aluminum 55 ?
i
2,000 Aluminum 130 Barium 36 '
z Barium 240
55 Barium 79 \ Cadmium 1.7,
3.2 Cadmium 1 PZ-3 Cadmium <0.50 \
3/19/2019 Chromium (Total) 20
Chromium (Total) <5.0 .
<5.0 Chromium (Total) <5.0 Iron 390
3,400 Iron 200 Dry, no sample collected Iron 730
x Lead <1.0 o Lead <1.0 �yxx
<1.0, Lead <1.0"► Manganese 17 �J
Manganese 17
37 Manganese 12 �+ Selenium <5.0 / Selenium <5.0
<5.0 Selenium <5.0 Sulfate 25,000
55,000 Sulfate 17,000
Sulfate 31,000 Dissolved Solids 120,000>!"
160,000 Dissolved Solids 120,000 Dissolved Solids 130,000
Johnston I ."
PZ-1 /Y&,
3/19/2019 M/NC
Dry, no sample collected Is!
SS-80 ...,.� .
W-2 O�
/ PZ-3 SS-90 Date 3/19/2019 �0
_ � \ Aluminum 230
W 8 Barium 150
O PZ-2 Z
^,v S/ Cadmium <0.50
��/ , Chromium (Total) <5.0
SS-4 Iron 320 i
Lead <1.0
PZ 1
J � Manganese 11.0
S-02PPa Selenium <5.0
SSulfate 28,000
2 Dissolved Solids 94,000
°06' / / I
W1 IGuthrie Date 3/19/2019
Iron 100 R. J. "�1 )/ �J �Q. Aluminum <20
e Lead <1.0 Reyrnrolds7w. lv_ ;' , j O Barium 20
Manganese <5.0 ; Ns W-6 ♦ B-5 B-4 `/' Q.O Cadmium <0.50
P SS-5 �:
� Selenium <5.0� �,.. , O �+ ��." ♦ Sprinkle ��, Chromium (Total) <5.0
Sulfate 10,000 ` W-3 ^., // Freema G Iron 1,300
Dissolved Solids 270,000 _ + N.' r_1 (� n1. Lead <1.0
S
NC 2L Ground Water Standard
Aluminum
NE
Barium
700
Cadmium
2
Chromium (Total)
10
Iron
300
Lead
15
Manganese
50
Selenium
20
Sulfate
250,000
Dissolved Solids
500,000
NE = Not Evaluated
0 300 600 900
Feet
W-4
0 0
Boyd B-11
Manganese 3,100
1~
ps<. Frierson Selenium 11 A
Sulfate 940,000
Dissolved Solids 2,200,000
ISS-20 'SS-25 = l 0l 0' J W 9 Wagner W 3
O ri
Date 3/19/2019
Y Y SS-30 hipps ql � <40
B-14
0
/ ummum
W_5 Ke tewart Kleitchens Barium 28
\Q / Cadmium <0.50
\ Chromium (Total) <5.0
Ken Stewart Iron 230
\ � W-9 W-36 Lead <1.0
Don Stei Date 3/20/2019 Date 3/19/2019 Manganese 180
Aluminum <40 ve Aluminum <40 Selenium 7.4 r "
Sulfate 250,000
Barium 110 vart Barium 47
SS-15 Freedom Cadmium <0.50 Cadmium <0.50 QQ Dissolved Solids 600,000
Baptist Chromium (Total) <5.0 Chromium (Total) <5.0
Church Iron <50 Iron 650
Freedc Lead <1.0 Lead <1.0
Churc Manganese <5.0 Manganese 48 g0o
Selenium <5.0 Selenium <5.0
O S Sulfate ,000
Sulfate 12,000
Dissolved Solids 270,000 Dissolved Solids 29Q000
-.-CRMgNT o
TON RD v
0
900
• ky�
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
O Abandoned Monitor Well
Piezometer
0 Soil Boring/Piezometer
f!liiI Soil Boring
Surface Water Sample Location
Streams
As -Built Landfill Contours (20')
Compliance Boundary
Limits of Permit
0 Parcels
Notes
1. Contour interval is 20-ft.
2. Limits of landfill are approximate based on
available historic data.
3. Streams estimated based on NC Floodplain
Mapping Program, 2008
4. All concentrations in micrograms per liter
(ug/L)
1:7,200 1 inch = 600 feet
Figure 4
Groundwater Sampling
Results - March 2019
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �5
www.erm.com ERM

SS-50
SS-60
Date
Aluminum
w Barium
y Cadmium
/ Chromium (Total)
Iron
Lead
gc Manganese
' Selenium
Sulfate
Dissolved Solids
3/18/2019 M0"yy� 1 i
ZAluminum 240/ �, r
Barium
40
'Cadmium
10.50 "
Chromium (Total)
<5.0 i ..
Iron
740
Lead
<1.0;,
a Manganese
25
Selenium
<5.0 '
Sulfate
3,700 -
Dissolved Solids
72,000
0
X
3
0
W
S S-20
Date
3/18/2019 _
fAluminum
550
Barium
54
Cadmium
<0.50
Chromium (Total)
<5.0
Iron
680 '
Lead
<1.0 \
Manganese
8.1
O°Lq Selenium
<5.0
S� Sulfate
4,300
"ay 'AO Dissolved Solids 84,000
NC 213 Surface Water
Standard
Aluminum
87
Barium
1000
Cadmium
2
Chromium (Total)
50
Iron
1000
Lead
25
Manganese
200
Selenium
5
Sulfate
250,000
Dissolved Solids
500,000
0 300 600
900
Feet
SS-70
< . Date
Aluminum
Barium
Cadmium
Chromium (Total)
Iron
Lead
3/18/2019 Manganese
560 Selenium
41 Sulfate
<0.50 Dissolved Solids
<5.0
750
<1.0:.
7.9
<5.0
13,000
78,000
SS-50
R. .
Reynolds
A
O Boy
�oo
^o
3/18/2019
360 r
} 9
45 rP•'v ✓
<0.50
<5.0
500
<1.0
5.7 aJf
<5.0'ck
83,
3, 000 �\
83,000 ,
4R / 4*!
ss-8o /
+' Date 3/18/2019
Aluminum 400
Barium
4)5,,
.� Cadmium
<0.5
Chromium (Total)
<5.Iron
56Lead
<1.Manganese
<5.Selenium
<5.Sulfate
13,00Dissolved
Solids
90,00
eoo
c&
`
Ss-
PZ-3
SS -'1- P- -4.
w-8
0
iPW�V
W 6 '�♦ 70 B
O
B-9 B-10 ; .,' 6-8
V� B7♦
'= Will B-12
SS-20 ss-25� re
d
7� W-5
B-14
0
•10 j
1
Don Stev�rt�
SS-25
\�
--
Date
3/18/2019
SS-30
Aluminum
610 SS-15
Date
3/18/2019
Barium
51 Freedom
Aluminum
360,/le
Baptist
Cadmium
<0.50
Church
Barium
54 art
Chromium (Total)
<5.0 r.
I Cadmium
<0.50
Iron
7004#1'
Chromium (Total)
<5.0
Lead
<1.0
Iron
880
Manganese
5.5
Lead
<1.0
Selenium
<5.0
Manganese
19-
Sulfate
4,400
Selenium
<5.0
Dissolved Solids
69,000
Sulfate
24,000
TO
Dissolved Solids
150,000
1-"(;ERM4
RD
/ / / ''
/9oo1
Johnston
SS-40
sS-so
Date 3/18/2019
Aluminum 140
Barium 45
Cadmium <0.50
Chromium (Total) <5.0--
Iron 340
,. Lead <1.0 ,f
Manganese 7.4
Selenium 0 I
Sulfate 20,00000
� Dissolved Solids 110,000J
r
SS-40 �R�
Date 3/18/2019 ,s,
Aluminum 160 O�
SS-90 Barium 47 �0
Cadmium <0.50
Chromium (Total) <5.0
Iron 480
Lead <1.0
Manganese 9.3
Selenium <5.0
Sulfate 32,000
Dissolved Solids 150,000
G SS-02
Date 3/18/2019
Aluminum 150
Barium 47
Cadmium <0.50
Chromium (Total) <5.0
Iron 530 404
Lead <1.0 '
Manganese 23.0
Selenium <5.0
Sulfate 34,000
Dissolved Solids 170,000 \�
%ss-o1
Date
3/18/2019 _
Aluminum
230
\ Barium
51
Cadmium
<0.50
Chromium (Total)
<5.0
0 Iron
590
Lead
<1.0 =
Manganese
7.4,-
Selenium
<5.0?
Sulfate
20,000
Dissolved Solids
150.000-
W
w
U
•
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
O Abandoned Monitor Well
Piezometer
0 Soil Boring/Piezometer
1�1­ Soil Boring
Surface Water Sample Location
Streams
- As -Built Landfill Contours (20')
Compliance Boundary
_ry Limits of Permit
0 Parcels
Notes
1. Contour interval is 20-ft.
2. Limits of landfill are approximate based on
available historic data.
3. Streams estimated based on NC Floodplain
Mapping Program, 2008
4. All concentrations in micrograms per liter
r (ug/L)
{ 1 1:7,200 1 inch = 600 feet
Figure 5
Surface Water Sampling
Results - March 2019
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc.
www.erm.com ERM

SULFATE CONCENTRATIONS - MOST RECENT (pg/L)
MONITORING WELLS PIEZOMETERS SURFACEWATER
'
W-1
W-2
940,000
28,000
PZ-1 ** 11,000
PZ-2 25,000
SS-01
SS-02
20,000
34,000
6
r
W-3
250,000
PZ-3** 18,000
SS-10*
11,000
W-313
39,000
PZ-4 31,000
SS-15*
7,500
W-6
10,000
PZ-5 55,000
SS-20
4,300
`.
W-7
11,000
SS-25
4,400
Beck
W-8
17,000
SS-30
24,000
W-9
12,000
SS-40
32,000
PW-1
670,000
SS-50
3,700
SS-60
13,000
:fir
SS-70
14,000
_
K
NC Groundwater & Surface Water Standard = 250,000 pg/L
SS- 80
13,000
Al
T 4
\�ST
/ O
OA
o I,
rn
�J
Johnston
- Samplecollected inMARCH2O19 unless otherwise noted SS-90 20,000 PZ 3 SS-80
SamplecoIIected in August2009
** No sample collected. Previous sample results presented. See tables and appendices.
B-9 - B-10
0 0
R. J.
Reynolds
W-4
S� Boyd
B-11
o°
000
0 300 600 900
Feet
(18,000)
W8
,.. (17,000)
* _ Pik`� 70 O sFt SS 40
SS PZ 4 PZ-2
(17 (31',000) (25,000)
(11,000) 1 �
' Q SS-60 PZ-5 0) PZ-1
,.
00
•�,v. ),� W 2 PSs-02
(28,900)
PW-1
(670,000) (940,000)�,,
Guthrie
R. J. Qt
W-6 �ylds7
B 4
B5
(10,000)
Q ; ,.
Sprinkle
W-3
' B-8 (250,000) 4 .
jj B-7 (39,0 0) Phipps
B-12+ ,400 1 '\ •
SS-
SS-20 `ASS-25��W 9
(12,000) .
SS-30 Q Phipps
W-5 / Ken Stewart
B-14 Q \
❑ `Ken Stew
SS-10 • I
Don Stewart
Hawks
Dave
Stewa
SS-15
Don Stewart
Freedom
Baptist
`Mozelle
reedom
Church
Stewart 1-
aptist
hurch /
RU R4L-
\�
HA<<=GFR
MANTON RD
SS-90
1�
Payne
I1
�O
Fri an G���
/ Frierson
�Lg
7
itchens
Al
00
s
Payne
ht:
•
r
kyy
Legend
Q Saprolite/PWR Monitor Well
Q Bedrock Monitor Well
Abandoned Monitor Well
Piezometer
0 Soil Boring/Piezometer
5j Soil Boring
Surface Water Sample Location
Water Supply Well
Streams
- As -Built Landfill Contours (20')
compliance Boundary
Limits of Permit
0 Parcels
Sulfate Isoconcentration
Contours
750,000 ug/L
250,000 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
1:7,200 1 inch = 600 feet
Figure 6
Sulfate Isocontour Map
Groundwater
900 Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
n,
a,
ERM NC, Inc.
900 so www.erm.com ERM
0

A
NORTHWEST
..
i
LU
0 900
> 800
x
N
J
Cn
H
W
LL 700
z
O
a
W
J
W 600
X
SOUTHEAST
SYNTHETIC CAP INSTALLATION LOCAL PERCHED WATER FLOW
r COMPLETE 3Q2012
LOCAL GROUND WATER FLOW
I now
.S .r.r r•r•r•r � r• •- •- •- •- •- •- •r•
ti•ti ti ti ti ti {.ti ti.ti.ti
,9 •r•r•r•rtiLANDFILL'rtirtirtirti•
_ �r r•l f f r MM
UNNAMED r�r•rti•ti W 3 M M vSAPROLIT
TRIBUTARY BEDROCK h� ` SULFATES LEAK
250,000 pg/L CREEK
ARTESIAN
WELL BEDROCK
�0 • ��
ftft
SS-60 y A
SULFATES \
13,000 Ng/L �11 !� �'�� SS-02
��C SULFATES
34,000 Ng/L BEDROCK F RE
�0 AQUIFEh Z �238 FT�
L
AN
�'`F� � W-3B
W-7 PW-1 ��!p, ��`,p 0'L SULFATES W-g
SULFATES SULFATES �`��, `�O SULFATES
11,000 Ng/L 670,000 lag/L �`sOr� ��/ S/ 12,000 Ng/L
0 200 400
CROSS SECTION LOCATION
A 4�'7 W-8
600
I
800 1000 1200 1400 1600
DISTANCE (FEET)®
SULFATE CONCENTRATIONS - MOST RECENT (ug/L)
MONITORING WELLS PIEZOMETERS SURFACE
WATER
`
W-1 940,000 PZ-1`" 11,000
SS-01
20,000
W-2 28,000 PZ-2 25,000
SS-02
34,000
v
W-3 250,000 PZ-3`" 18,000
SS-10'
11,000
�O W-2
W-313 39,000 PZ-4 31,000
SS-15'
7,500
�P
W-6 10,000 PZ-5 55,000
SS-20
4,300
W-1
W-7 11,000
SS-25
4,400
W-1
W-8 17,000
SS-30
24,000
W-9 12,000
SS-40
32,000
jAN30E33SE
PW-1 670,000
SS-50
3,700
�'/V-3
SS-60
13,000
�P\GO���G
p
-3B N20E 15SE
SS-70
14,000
(ARTESIAN)
NC Groundwater & Surface Water Standard = 250,000 pg/L
SS-80
13,000
\
Sample collected in MARCH 2O19 unless otherwise noted
SS-90
20,000
\
= Sample collected in August 2009
SCALE IN FEET
W-9
*• No sample collected. Previous sample results presented. See tables and appendices.
0 150 300 600
A'
1800 2000
Figure 7
Hydrogeologic
Conceptual Model
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �b
www.erm.com ERM

ft
--- MONITORING WELL W-1 AMSL ug/L MONITORING WELL W-2 AMSL °g- MONITORING WELL W-3 AMSL
vv SAPROLITE AQUIFER Synthetic cap
4,000,000 installed 3Q2012
3,500,000 -
3,000,000
2,500,000
2,000,000
R"
1,500,000 -
1,000,000
500,000
0
VV
SAPROLITE / PWR AQUIFER
Synthetic cap
V
SAPROLITE / PWR AQUIFER Synthetic cap �VJ
815
installed 3Q2012
installed 3Q2012
3,500,000
816
1,400,000
804
814
803
813
3,000,000
1,200,000
812
802
2,500,000
1,000,000
811
810
801
2,000,000
800,000
808
800
809
1,500,000
- - \
600,000
806
799
1,000,000
--
400,000
- --
804
798
807
1
-
500,000
802
200,000
- - - - 797
�.
805
0
_._._
800
0
796
01 O^ Di0 0h 61 0�' O^ 00 1" 01 O�' ^^ ^O ^h ^1 ^�' 0q' O^ 93 00 91 01' O^ 03 1 0, O°' ^^ ^3 ^h ^1 ^�' 1-q 1 AO 10 " AO O^ 03 05 01 0l ^^ ^"� ^5 ^1 ^°'
^° ^° ^° ^° ^9 ^9 ,yo �yo do ,yo �yo do do �yo 0o do ^° ^° ^9 ^9 ^9 ^° do �yo do �yo do do �yo �0 00 ,yo ^9 ^° ^° ^9 ^° ^° ryo do ,yo ,yo do ,yo ,yo ryo �o do
ug/L MONITORING WELL W-36 AMSL °g/L BACKGROUND MONITORING WELL W-4 & W-6 AMSL °g/L MONITORING WELL W-7 AIL
1,200,000
BEDROCK AQUIFER Synthetic cap
installed 3Q2012
1,000,000
810 800,000
809 700,000
808 600,000
800,000
807
500,000
806
600,000
400,000
A/
805
300,000
400,000
804
200,000
803
200,000
GW Elevati
>804.53
802 100,000
0
(artesian)
801 0
888
250,000
BEDROCK AQUIFER, Installed 4Q2010
Synthetic
841
cap
installed 3Q2012
840
886
200,000
�
839
-
884
\
838
150,000
882
-�
837
880
836
100,000
835
878
50,000
834
876
833
874
0
832
ug/L MONITORING WELL W-8 AMSL ug/L MONITORING WELL W-9 AMSL ug/L MONITORING WELL PW-1 AMSL
350,000
812 350,000
3,500,000
PWR AQUIFER, Installed 4Q201 0
BEDROCK AQUIFER, Installed402010
806
300,00o
Synthetic cap
installed 3Q2012
810 300,00o
--Synthetic cap
installed 3Q2012
3,000,000
250,000
-
808 250,000
i
804 2,500,000
200,000
L
806 200,000
802 2,000,000
150,000
804 150,000 -
1,500,000
800
100,000
802 100,000
1,000,000
--
798
50,000
-
800 50,000
500,000
0
-
798 0
796 0
866
864
862
860
858
856
854
852
850
0 ^5 ^1 ^9 01 e° o^ a° 05 01 e° o^ o° o`' 01 0° ^^ ^O ^y ^1 ^°
yo �o do �o �o do do �o �o yo ,yo do 10 yo ^9 ^9 ^a ^° ^° ^° ^a �o yo yo do do ,yo ,yo �o yo ryo
LEGEND NC2L GW STD NC213 SW STD
Sulfates 250,000 ug/L 250,000 ug/L
❑ Total Dissolved Solids 500,000 ug/L 500,000 ug/L
Groundwater Table Elevation (above Mean Sea Level)
FIGURE
SULFATE TRENDS - GROUNDWATER
EDWARDS ROAD LANDFILL - PERMIT # 34-05 8

ug/L SURFACE WATER SS-01
1,400,000
1,200,000
1,000,000
800,000
600,000
400,000
200,000
0
0^ 00
^O ^O
ug/L SURFACE WATER SS-30
400,000
350,000
300,000
250,000
200,000
150,000
100,000
50,000
0
ug/L
250,000
200,000
150,000
100,000
50,000
,LO
SURFACE WATER SS-70
0� Y
do do do
LEGEND NC21- GW STD NC213 SW STC
Sulfates 250,000 ug/L 250,000 ug/L
❑ Total Dissolved Solids 500,000 ug/L 500,000 ug/L
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
ug/L SURFACE WATER SS-40
800,000
700,000
600,000
500,000
400,000
300,000
200,000
100,000
0
Synthetic cap
installed 3Q2012
^6
ry0 �O �O ry0 ry0 �O �O ry0 ry0 ry0 ry0
ug/L SURFACE WATER SS-80
300,000
250,000
200,000
150,000
100,000
50,000
0
ug/L SURFACE WATER SS-25
180,000
160,000
140,000
120,000
100,000
80,000
60,000
40,000
20,000
0
^t, NO ^1 ^° ^°
ry0 �O �O ry0 �O IP O IP ry0 �O 1O
ug/L SURFACE WATER SS-60
800,000
700,000
600,000
500,000
400,000
300,000
200,000
100,000
0
^O
ug/L SURFACE WATER SS-90
600,000
Synthetic cap
installed 3Q2012
500,000
400,000
300,000
200,000
100,000
0
If, L°^O 'L°^o °^ L°^0 L°^9 'Le

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

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Monitor Well ID
TOC Elevation
Start Screen Depth
End Screen Depth
Geologic Unit
PW-01
W-01
W-02
W-03
W-03B
920.66
822.68
827.30
804.43
804.32
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)
10/19/2006
11.59
811.09
13.32
813.98
7.54
796.89
4/27/2007
10.88
811.80
13.96
813.34
6.98
797.45
11/19/2007
13.29
809.39
16.08
811.22
7.78
796.65
4/30/2008
12.84
809.84
14.68
812.62
7.04
797.39
4/30/2009
--
--
13.23
809.45
15.18
812.12
7.12
797.31
--
--
10/12/2009
72.00
848.66
14.53
808.15
17.50
809.80
7.63
796.80
-1.22
805.54
4/19/2010
67.00
853.66
10.75
811.93
14.16
813.14
6.37
798.06
-1.05
805.37
10/11/2010
--
--
12.04
810.64
15.85
811.45
6.99
797.44
-0.89
805.21
1 /5/2011
--
--
11.97
810.71
13.53
813.77
6.88
797.55
-0.98
805.30
2/28/2011
65.30
855.36
11.66
811.02
14.57
812.73
6.65
797.78
-1.37
805.69
4/20/2011
64.75
855.91
10.92
811.76
14.05
813.25
6.25
798.18
-1.63
805.95
10/17/2011
--
--
12.55
810.13
15.18
812.12
7.24
797.19
-1.36
805.68
2/6/2012
64.96
855.70
11.97
810.71
13.52
813.78
6.52
797.91
--
--
3/16/2012
--
--
11.95
810.73
15.45
811.85
6.64
797.79
9/24/2012
66.03
854.63
11.93
810.75
15.36
811.94
4.87
799.56
4/17/2013
65.80
854.86
11.98
810.70
14.03
813.27
4.51
799.92
9/10/2013
66.75
853.91
13.01
809.67
15.75
811.55
3.45
800.98
4/7/2014
56.15
864.51
11.74
810.94
16.76
810.54
3.29
801.14
9/3/2014
67.28
853.38
14.37
808.31
16.65
810.65
3.29
801.14
4/2/2015
64.75
855.91
13.29
809.39
13.93
813.37
3.78
800.65
9/8/2015
--
--
--
--
--
--
--
--
--
--
9/10/2015
65.49
855.17
15.18
807.50
17.01
810.29
4.20
800.23
3/8/2016
62.75
857.91
12.42
810.26
13.32
813.98
2.80
801.63
9/6/2016
67.21
853.45
14.92
807.76
16.68
810.62
3.31
801.12
3/27/2017
65.34
855.32
15.50
807.18
15.33
811.97
3.89
800.54
9/25/2017
65.50
855.16
16.02
806.66
16.89
810.41
3.32
801.11
3/5/2018
66.00
�854.66
16.10
806.58
11.90
815.40
4.45
799.98
9/12/2018
65.44
855.22
15.88
806.80
16.95
810.35
4.24
800.19
3/19/2019
61.00
859.66
11.20
811.48
6.23
821.07
1.88
802.55
0.00
804.32
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 1 of 3
Path : C:\Users\Julia.Welch\Desktop\RJRT

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Monitor Well ID
TOC Elevation
Start Screen Depth
End Screen Depth
Geologic Unit
W-05
W-06
W-07
W-08
W-09
NE
980.71
931.58
861.67
911.38
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)
10/19/2006
99.00
881.71
4/27/2007
94.48
886.23
11/19/2007
105.00
875.71
4/30/2008
99.29
881.42
4/30/2009
--
98.28
882.43
10/12/2009
10.08
99.64
881.07
4/19/2010
8.38
98.29
882.42
10/11/2010
9.73
98.93
881.78
--
--
--
--
--
--
1 /5/2011
9.67
98.92
881.79
94.73
836.85
52.67
809.00
110.47
800.91
2/28/2011
9.50
99.01
881.70
94.59
836.99
53.45
808.22
112.03
799.35
4/20/2011
7.85
98.42
882.29
94.20
837.38
53.54
808.13
110.03
801.35
10/17/2011
--
99.41
881.30
--
--
--
--
--
2/6/2012
99.22
881.49
94.71
836.87
54.74
806.93
109.84
801.54
3/16/2012
99.05
881.66
--
--
--
--
--
--
9/24/2012
99.63
881.08
96.05
835.53
55.47
806.20
110.26
801.12
4/17/2013
99.04
881.67
95.80
835.78
57.4
804.27
108.62
802.76
9/10/2013
98.86
881.85
94.71
836.87
54.20
807.47
110.23
801.15
4/7/2014
98.23
882.48
95.26
836.32
54.01
807.66
110.86
800.52
9/3/2014
98.93
881.78
94.90
836.68
52.78
808.89
110.68
800.70
4/2/2015
99.45
881.26
94.52
837.06
56.22
805.45
110.50
800.88
9/8/2015
--
--
--
--
58.22
803.45
110.50
800.88
9/10/2015
99.51
881.20
95.23
836.35
--
--
--
--
3/8/2016
98.62
882.09
93.95
837.63
59.01
802.66
110.06
801.32
9/6/2016
98.90
881.81
94.05
837.53
53.19
808.48
110.11
801.27
3/27/2017
99.10
881.61
94.41
837.17
56.00
805.67
109.90
801.48
9/25/2017
99.68
881.03
95.01
836.57
56.96
804.71
109.30
802.08
3/5/2018
99.94
880.77
94.60
836.98
60.60
801.07
110.30
801.08
9/12/2018
100.05
880.66
94.83
836.75
61.60
800.07
110.33
801.05
3/19/2019
98.59
882.12
92.07
839.51
58.35
803.32
110.06
801.32
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 2 of 3
Path : C:\Users\Julia.Welch\Desktop\RJRT

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
B-09
B-12
NE
NE
18
3.5
22.5
8
Saprolite
Saprolite
Date
Depth to Water
(ft BTOC)
Groundwater Elev
(ft MSL)
Depth to Water
(ft BTOC)
Groundwater
Elev (ft MSL)
10/19/2006
4/27/2007
11 /19/2007
4/30/2008
4/30/2009
--
--
10/12/2009
20.40
10.26
4/19/2010
18.78
6.18
10/11/2010
21.63
9.40
1/5/2011
22.05
9.05
2/28/2011
22.63
--
4/20/2011
21.45
5.46
10/17/2011
--
--
2/6/2012
3/16/2012
9/24/2012
4/17/2013
9/10/2013
4/7/2014
9/3/2014
4/2/2015
9/8/2015
9/10/2015
3/8/2016
9/6/2016
3/27/2017
9/25/2011
3/5/2018
9/12/2018
3/19/2019
Notes:
NE = Not Established
MSL = above mean sea level
BTOC = Below Top of Casing
PW R = 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 3 of 3
Path : C:\Users\Julia.Welch\Desktop\RJRT

TABLE 3
GROUNDWATER AND SURFACE WATER ANALYTICAL RESULTS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
1 of 1
R
0
ui
v
Analyte
m
c
rn
C
•E
E
E
y
R
N
L
0
a
R
JT
o
N
o
J
2
rn
(1)
G
NC 2L Groundwater Standard
NE
700
2
10
300
15
50
20
250,000
500,000
NC 213 Surface Water Standard
87
1,000
2
50
1,000
25
200
5
250,000
500,000
Sample Location/ID I Sample Date
Groundwater Monitoring Wells
PW-01
3/19/2019
430
38
< 0.50
< 5.0
5,300
< 1.0
2,700
7.8
670,000
1,500,000
W-01
3/19/2019
< 40
20
< 0.50
< 5.0
1,300
< 1.0
3,100
11
940,000
2,200,000
W-02
3/19/2019
230
150
< 0.50
< 5.0
320
< 1.0
11
< 5.0
28,000
94,000
W-03
3/19/2019
< 40
28
< 0.50
< 5.0
230
< 1.0
180
7.4
250,000
600,000
W-03B
3/19/2019
< 40
47
< 0.50
< 5.0
650
< 1.0
48
< 5.0
39,000
290,000
W-06
3/20/2019
< 40
42
< 0.50
5.5
100
< 1.0
< 5.0
< 5.0
10,000
270,000
W-07
3/20/2019
96
100
< 0.50
< 5.0
1,400
< 1.0
29
< 5.0
11,000
180,000
W-07 (DUP)
3/20/2019
140
110
< 0.50
< 5.0
1,600
< 1.0
32
< 5.0
11,000
180,000
W-08
3/20/2019
450
240
< 0.50
20
730
< 1.0
17
< 5.0
17,000
130,000
W-09
3/20/2019
< 40
110
< 0.50
< 5.0
< 50
< 1.0
< 5.0
< 5.0
12,000
270,000
PZ-01
DRY NO SAMPLE COLLECTED
PZ-02
3/19/2019
55 1 36
1.7
< 5.0
390
< 1.0
17
< 5.0
25,000
120,000
PZ-03
DRY NO SAMPLE COLLECTED
PZ-04
3/19/2019
130
79
1.0
< 5.0
200
< 1.0
12
< 5.0
31,000
120,000
PZ-05
3/19/2019
2,000
55
3.2
< 5.0
3,400
< 1.0
37
< 5.0
55,000
160,000
Surface Water
SS-01
3/18/2019
230
51
< 0.50
< 5.0
590
< 1.0
7.4
< 5.0
20,000
150,000
SS-02
3/18/2019
150
47
< 0.50
< 5.0
530
< 1.0
23
< 5.0
34,000
170,000
SS-20
3/18/2019
550
54
< 0.50
< 5.0
680
< 1.0
8.1
< 5.0
4,300
84,000
SS-25
3/18/2019
610
51
< 0.50
< 5.0
700
< 1.0
5.5
< 5.0
4,400
69,000
SS-30
3/18/2019
360
54
< 0.50
< 5.0
880
< 1.0
19
< 5.0
24,000
150,000
SS-40
3/18/2019
160
47
< 0.50
< 5.0
480
< 1.0
9.3
< 5.0
32,000
150,000
SS-50
3/18/2019
240
40
< 0.50
< 5.0
740
< 1.0
25
< 5.0
3,700
72,000
SS-60
3/18/2019
560
41
< 0.50
< 5.0
750
< 1.0
7.9
< 5.0
13,000
78,000
SS-70
3/18/2019
360
45
< 0.50
< 5.0
500
< 1.0
5.7
< 5.0
14,000
83,000
SS-80
3/18/2019
400
45
< 0.50
< 5.0
560
< 1.0
< 5.0
< 5.0
13,000
90,000
SS-90
3/18/2019
140
45
< 0.50
< 5.0
340
< 1.0
7.4
< 5.0
20,000
110,000
Notes:
All concentrations in micrograms per liter (pg/L) unless otherwise noted.
NE - Not established
No freshwater aquatic life standard established for barium, manganese, sulfate, and dissolved solids. Water Supply criteria presented.
Bold with gray background indicates exceedance of applicable NC Groundwater or Surface Water Standard
P:\Projects\0502068 R.J. Reynolds Tobacco Co. Quarterly Inspections.AM\05 Routine Monitoring & Inspections\01 GW Monitoring\2019-03 GW Monitoring\Tables\Excel_JW\Table 3 Revised.xlsx

TABLE 4
GROUNDWATER AND SURFACE WATER FIELD PARAMETER RESULTS 1 of 1
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
E
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NC 2L Groundwater Standard
6.5 - 8.5
NE
NE
NE
NE
NE
NC 213 Surface Water Standard
6.0 - 9.0
NE
NE
NE
NE
NE
Sample Location/ID
Sample Date
Groundwater Monitoring Wells
PW-01
3/19/2019
6.4
14.7
1984
5.73
3.2
0.49
W-01
3/19/2019
6.3
14.9
2740
1.39
-110
0.67
W-02
3/19/2019
5.3
10.9
126
9.39
142
0.69
W-03
3/19/2019
6.2
13.5
858
2.04
291
1.77
W-03B
3/19/2019
7.2
10.7
460
3.63
71.3
3.17
W-06
3/20/2019
9.5
15.6
435
3.18
80.7
0.68
W-07
3/20/2019
6.5
15.7
267
21.3
135
2.28
W-07
3/20/2019
6.5
15.7
267
21.3
135
2.28
W-08
3/20/2019
5.4
12.7
128
20.6
158
6.89
W-09
3/20/2019
11.3
17.9
798
1.51
-230
0.31
PZ-01
DRY, no sample collected.
PZ-02
3/19/2019
6.0 1 8.3 1 192
60.9
157
6.20
PZ-03
DRY, no sample collected.
PZ-04
3/19/2019
7.2
8.3
171
15.7
183
5.06
PZ-05
3/19/2019
5.8
8.0
211
120
174
4.39
Surface Water
SS-01
3/18/2019
7.7
11.7
212
9.98
213
13.5
SS-02
3/18/2019
6.9
10.7
250
7.68
175
12.3
SS-20
3/18/2019
7.5
10.5
70.3
13.2
219
8.86
SS-25
3/18/2019
7.8
10.3
70.3
14.4
227
8.44
SS-30
3/18/2019
7.9
11.5
239
13.0
217
10.1
SS-40
3/18/2019
7.4
10.4
231
7.92
176
12.3
SS-50
3/18/2019
7.5
9.7
73.0
11.8
146
8.69
SS-60
3/18/2019
7.2
11.2
90.7
12.6
213
12.5
SS-70
3/18/2019
7.5
11.0
96.0
10.2
210
10.5
SS-80
3/18/2019
7.6
9.9
96.8
9.89
196
9.74
SS-90
3/18/2019
7.5
1 9.8
1 151
18.021
171
1 12.3
Notes:
NE - Not established
Bold with gray background indicates exceedance of applicable NC Groundwater or Surface Water Standard

GROUNDWATER AND SURFACE WATER MONITORING SEMI-ANNUAL SUMMARY REPORT — MARCH 2O19
APPENDIX A HISTORICAL GROUNDWATER AND SURFACE WATER
QUALITY ANALYTICAL DATA
www.erm.com Version: 1.0 Project No.: 0441331 Client: R.J. Reynolds Tobacco Co. June 2019
2019-03 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 9
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Date
'
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NC 2L Ground Water Standard
3,5001
10
700
2
2
10
1,000
7
300
1,000
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
NC 2B Surface Water Standard
87
50
1,0002
50
25
200 2
0.012
5
0.06
50
10,0002
250'0002
500'0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
4/29/1988
8,030
<10
235
-
17,400
<5.0
1,100
<0.20
<10
<10
31
2,200
130,000
156,000
2,240
5.9
W-1
7/13/1989
<10
100
<2.0
<20
<5.0
-
<0.20
5
<10
<20
-
--
-
(RHMW-001)
9/24/1990
5,620
<10
189
<2.0
<20
<20
8,900
<5.0
150
<0.20
59
<10
<20
710
13,500
185,000
13,000
6.3
19.3
195
--
10/24/1991
161
<10
346
<2.0
<20
<20
150
<5.0
97
<0.20
23.9
<10
<20
238
126,000
303,000
12,000
6.2
20.3
425
3/26/1992
2,850
<10
736
<2.0
<20
<20
833
<5.0
1,830
0.32
21.9
<10
38
1,250
123,000
482,000
14,000
6.6
9.3
682
9/30/1992
<10
120
<2.0
<20
<20
<5.0
310
<0.20
32
<10
<20
382
292,000
798,000
5,000
5.9
17.8
1,153
3/31/1993
364
<10
137
<2.0
<20
<20
1,130
<5.0
2,230
<0.20
13.2
<10
33
550
486,000
1,169,000
33,000
5.5
16.1
1,587
9/17/1993
28,600
<10
697
3.8
<20
44
59,700
13
3,490
<0.20
5.1
<10
195
925
565,000
1,643,000
6,000
5.9
18.0
2,310
well replaced 11/93
3/30/1994
5,320
<10
545
<2.0
<20
20
18,800
8
505
<0.20
6
<10
107
390
633,000
1,680,000
5.6
15.2
1,250
9/30/1994
1,810
<10
<250
<2.0
<20
22
9,960
<F n
4,470
<0.20
13
<10
19
450
758,000
2,420,000
123,000
6.0
18.1
3,010
3/31/1995
24,000
<10
1,250
<2.0
<20
26
53,900
11
1,580
<0.20
12
<10
115
850
797,000
2,140,000
5.9
15.8
2,820
9/29/1995
7,650
<10
367
q
<20
24
18,800
10
4,020
<0.20
12
<10
1,000
464,000
2,780,000
4,040
4.5
16.2
3,720
3/20/1996
149,000
<10
960
50
= 200
220
63
11,400
<0.20
<10
<10
695
2,320,000
2,670,000
8,750
6.5
15.0
3,060
9/27/1996
7,110
<10
<250
<2.0
<20
<20
22,600
7
2,300
<0.20
<10
<10
51
1,520
1,320,000
2,970,000
3,810
6.1
19.0
3,350
3/29/1997
2,990
<10
<250
<2.0
<20
<20
16
2,340
<0.20
<10
<10
72
1,200
1,360,000
2,860,000
6,870
6.0
14.0
1,890
9/17/1997
2,940
<10
<250
Emill
<20
<20
12,900
6
3,680
<0.20
33
<10
136
1,700
1,300,000
3,110,000
5,290
6.3
17.0
3,540
3/27/1998
2,400
<10
<250
<2.0
<20
<20
7,830
2,340
<0.20
16
<10
<20
575
1,060,000
3,040,000
3,640
6.5
19.6
627
9/30/1998
2,350
<10
<250
<2.0
<20
<20
5,180
15
2,710
<0.20
21
<10
<20
1,050
1,030,000
3,210,000
17,500
6.2
20.0
1,250
6.4
20.8
9/30/1998
1,250
<10
<250
<2.0
<20
<20
4,980
2,720
<0.20
30
<10
<20
1,100
1,040,000
3,320,000
9,250
3/31/1999
1,820
<10
<250
<2.0
<20
<20
4,690
10
2,450
<0.20
15
<10
<20
750
1,830,000
3,230,000
8,820
5.6
17.0
1,610
9/29/1999
1,650
<10
<250
<2.0
<20
<20
4,780
8
2,790
<0.20
31
<10
<20
440
2,060
3,440,000
3,730
5.7
19.0
1,980
9/15/2000
979
<10
<250
<2.0
<20
<20
3,200
8
2,930
<0.20
' 22
<10
<20
800
1,540,000
3,480,000
13,300
5.8
18.0
1,040
3/16/2000
1,820
<10
<250
<2.0
<20
<20
3,360
6
2,840
-0.20
<10
<10
31
402
1,390,000
3,330,000
3,930
3/23/2001
226
<10
<250
<2.0
<20
<20
1,860
10
3,180
<0.20
<10
<10
<20
370
1,260,000
3,320,000
6,130
6.2
17.0
1,090
10/4/2001
728
<10
<250
2
<20
<20
3,140
9
2,890
<0.20
<10
<10
37
430
1,420,000
3,380,000
31,000
8.0
21.0
3,300
3/28/2002
1,010
<10
<250
<2.0
<20
20
3,600
8
3,270
<10
<10
48
350
1,220,000
3,310,000
3,430
6.0
15.0
1,090
10/3/2002
8,960
<10
<250
2
<20
<20
14,000
8
3,910
<0.20
<10
<10
51
740
1,330,000
3,210,000
3,190
6.3
18.0
1,280
3/25/2003
1,420
<10
<250
<2.0
<20
<20
2,770
7
3,540
<0.20
<10
<10
25
1,210
1,130,000
3,310,000
3,210
6.4
19.0
910
10/2/2003
402
<10
414
<2.0
<20
<20
2,330
5
3,840
<0.20
<10
<10
<20
1,970
1,350,000
3,470,000
3,520
5.9
20.0
3,210
4/28/2004
1,440
<10
<250
<2.0
<20
<20
6,890
12
3,920
<0.20
<10
<10
<20
1,130
1,350,000
3,580,000
5,130
15.1
3,670
10/26/2004
7,450
<10
<250
<2.0
<20
21
20,100
10
4,800
<0.20
<10
<10
<20
438
1,310,000
3,630,000
3,100
--
3,510
4/27/2005
697
<10
<250
2
<20
<20
3,990
10
4,080
<0.20
<10
<10
<20
408
1,820,000
3,601,000
3,450
3,610
10/20/2005
9,030
<10
<250
<2.0
<20
283
18,400
15
3,920
0.20
<10
<10
104
449
790,000
3,520,000
52,000
2,370
10/19/2006
214
<10
<250
<2.0
<20
<20
926
6
4,160
<0.20
<10
<10
56
383
1,790,000
3,310,000
3,740
2,120
4/27/2007
787
<10
<250
<2.0
<20
<20
1,250
<5.0
3,550
<0.20
<10
<10
<20
484
1,300,000
3,390,000
6,350
4,510
11/19/2007
186
<10
<250
<2.0
<20
<20
778
<5.0
4,080
<0.20
<10
<10
<20
178
1,950,000
3,430,000
3,950
3,460
4/30/2008
291
<10
<250
<2.0
<20
<20
536
<5.0
3,870
<0.20
<10
<10
<20
158
1,920,000
3,410,000
2,990
3,590
10/29/2008
<0.100
<10
25.8
0.32
<10
<10
427
4.9
3,990
<2.0
<10
<10
<10
240
1,640,000
3,310,000
4,950
3,840
4/30/2009
<0.100
<10
30.5
3.44
<10
4.9
599
13.1
4,560
<2.0
<10
1.44
<10
101
1,890,000
3,370,000
6,060
3,860
10/12/2009
98
2.9
22
<1.0
2
1.1
410
<5.0
4,000
<2.0
<20
0.5
<0.30
280
1,500,000
3,100,000
77,900
6.1
14.9
4,620
14
87
3.32
4/20/2010
3,500
<10
130
<1.0
12
<10
6,000
<5.0
4,200
<2.0
<20
<5.0
<0.030
670
1,500,000
3,100,000
56,500
6.1
16.5
11,800
58
119
<0.01
10/11/2010
63
6.7
27
<1.0
0.9
<25
300
1.3
5,000
<2.0
33
1.3
12
780
1,400,000
3,100,000
26,600
6.1
20.4
2,990
110
147
<0.01
4/22/2011
470
6.8
43
<0.1
<5.0
15
2,900
<1.0
4,800
<0.10
<1.0
<10
530
1,300,000
3,000,000
3,400
6.2
13.1
2,780
406
150
0.58
10/17/2011
1,550
<5.0
66.2
<1.0
<5.0
51.7
2,640
<5.0
4,400
'0.20
<10
<5.0
<10
1,150,000
2,620,000
25,700
6.7
20.1
3,740
73
130
0.64
3/16/2012
<0.10
<5.0
24.4
<1.0
<5.0
5
2,640
<5.0
4,480
<2.0
<10
6.8
<10
270
1,190,000
3,860,000
21,700
6.2
18,2
3,547
1
44
0,48
9/24/2012
279
<2.7
32.2
<50
<2.0
<2.0
494
<0.0040
4,580
<0.10
<5.0
<2.5
<5.0
450
1,500,000
2,890,000
6.5
19.6
3,750
9.6
312
<0.01
4/18/2013
501
<0.01
35.2
<1.0
<5.0
<5.0
692
<5.0
4,590
<2.0
<0.01
<5.0
<0.01
360
1,380,000
2,610,000
23,500
6.3
17.5
3,354
8.0
-442
0.32
Tables RJR TAsh LF.xlsx/Table A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 9
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NC 2L Ground Water Standard
3,5001
10
700
2
10
1,000
7
300
1,000
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5 - 8.5
NE
NE
NE
NE
NE
NC 2B Surface Water Standard
87
50
1,0002
2
50
25
200 2
0.012
5
0.06
50
10,0002
250'0002
500'0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
W-1
9/10/2013
117
<0.01
34
<1.0
<5.0
<5.0
290
<5.0
4,920
<2.0
<0.01
<5.0
<0.01
197
1,370,000
2,900,000
27,600
6.2
22.5
3,067
7.3
49
0.29
(continued)
4/7/2014
156
NA
24.8
<1.0
<5.0
NA
360
4,750
NA
<10
NA
NA
NA
1,160,000
2,850,000
32,300
6.2
11.9
3,406
7.9
374
1.46
9/4/2014
<0.100
NA
<5.0
<1.0
5.9
NA
297
<5.0
4,600
NA
NA
NA
NA
1,450,000
2,950,000
NA
6.2
20.0
2,940
6.1
84
0.75
4/3/2015
212
NA
24.5
<1.0
<5.0
NA
500
5.3
4,510
NA
FF4
NA
NA
NA
1,260,000
241,000
NA
6.4
17.9
2,676
5.1
77
0.66
9/10/2015
330
NA
38
1.0
0.88
NA
850
<10
4,900
NA
<20
NA
NA
NA
1,200,000
2,700,000
NA
6.4
23.0
3,220
0.0
225
1.13
3/8/2016
<1000
NA
37
0.24
<5
NA
2,000
<1
5,300
NA
any
NA
NA
NA
1,200,000
2,600,000
NA
6.4
20.5
3,176
8.3
63
0.38
9/8/2016
<40
NA
22
0.38
<5
NA
1,400
<1
4,800
NA
<1
NA
NA
NA
1,100,000
2,500,000
NA
6.8
22.3
2,905
1.8
-1.5
0.80
3/29/2017
280
NA
39
<0.5
<5
NA
1,900
0.28
5,100
NA
4.1
NA
NA
NA
1,200,000
2,600,000
NA
6.4
18.7
3,060
9.7
142.5
0.34
9/27/2017
190
NA
32
<0.50
<5.0
NA
860
'.0
5,200
NA
<5.0
NA
NA
NA
1,200,000
2,700,000
NA
6.4
22.9
3,020
5.6
139.0
0.00
3/6/2018
930
NA
56
<0.50
1.8
NA
7,200
2.4
4,700
NA
5.6
NA
NA
NA
1,200,000
2,600,000
NA
6.6
12.7
3,182
28.0
260.0
0.38
9/12/2018
<40
NA
26
<0.50
<5.0
NA
920
<1.0
5,200
NA
<5.0
NA
NA
NA
1,200,000
2,700,000
NA
6.2
23.8
2,949
2.5
74.5
0.60
3/19/2019
<40
NA
20
< 0.50
< 5.0
NA
1,300
<1.0
3,100
NA
11
NA
NA
NA
940,000
2,200,000
NA
6.4
14.7
1,984
5.7
3.2
0.49
1/16/1990
<10
210
<2.0
<20
<5.0
0.2
<10
<10
6.1
W-2
9/24/1990
850
<10
219
8.3
<20
<20
1,400
<5.0
9,900
<0.20
<10
<10
-
41,000
533,000
14,000
6.2
16.7
717
(RHMW-002,
10/24/1991
169
<10
82
<2.0
<20
<20
9,300
7.4
16,500
<0.20
<10
<10
-
1,670
1,150,000
1,937,000
15,000
6.0
18.7
2,080
MW-1A)
3/26/1992
2,790
<10
<250
3.4
<20
<20
38,400
16
<0.20
<10
<10
0
1,860,000
2,611,000
12,000
5.8
13.8
2,880
9/30/1992
-
<10
<250
<2.0
<20
<20
21,300
<0.20
<10
<10
1,030
1,320,000
2,525,000
6,000
6.1
17.9
2,670
3/31/1993
417
<10
177
<2.0
<20
<20
1,280
7.6
53
<0.20
<10
<10
40
50
600,000
948,000
2,000
5.6
15.2
167
9/17/1993
5,650
<10
508
3.8
-
79
34,700
12
22,300
<0.20
<10
<10
62
166
1,570,000
3,350,000
12,000
6.4
20.8
4,030
3/30/1994
18,700
<10
2,770
3
76
<20
50,900
34
2,400
<0.20
<10
<10
25
6,000
200,000
555,000
5.7
16.0
1,640
9/30/1994
21,400
<10
942
<2.0
37
58
362
13
3,710
<0.20
<10
<10
88
450
415,000
969,000
15,900
6.2
18.3
1,440
3/31/1995
45,000
<10
1,710
<2.0
78
58
5,050
28
3,660
<0.20
<10
<10
172
850
155,000
460,000
6.2
13.7
930
9/29/1995
109,000
<10
3,950
30
209
142
206,000
68
3,750
<0.20
5
<10
292
313
379,000
944,000
7,370
5.6
16.4
1,345
3/30/1996
66,500
<10
1,250
12
105
78
96,600
44
3,610
<0.20
<10
<10
183
12,600
127,000
4,680
5.6
14.0
316
9/27/1996
89,100
<10
1,510
<2.0
8.8
150,000
15
3,060
<0.20
<10
<10
98
110
373,000
9,220
7.0
21.0
840
3/29/1997
64,400
<10
1,100
20
102
72
98,000
47
2,500
<0.20
<10
<10
150
90
1,010,000
2,020,000
10,800
6.4
14.0
1,300
9/17/1997
56,500
<10
1,620
13
87
88
99,900
35
20,200
<0.20
<5.0
<10
201
1,130
1,410,000
3,600,000
11,300
6.6
17.0
3,780
3/27/1998
10,900
<10
584
<2.0
<20
26,000
6,160
<0.20
<10
<10
<20
116,000
1,130,000
6,340
6.8
19.9
743
9/30/1998
15,400
<10
518
<2.0
39
34
28,800
22
15,000
<0.20
<10
<10
60
780
762,000
3,380,000
15,700
6.4
21.0
753
3/31/1999
2,380
<10
852
<2.0
45
35
47,000
21
6,920
<0.20
<10
<10
73
320
26,300
262,000
1,410
6.2
18.0
126
9/29/1999
9,700
<10
296
<2.0
36
<20
26,900
9
203
<0.20
<10
<10
<20
80
293,000
458,000
15,300
6.2
20.0
182
9/15/2000
5,490
<10
508
<2.0
<20
<20
1,600
7
1,140
<0.20
<10
<10
<20
60
93,400
374,000
1,890
6.6
19.0
170
3/16/2000
12,700
<10
434
<2.0
28
25
19,400
2,160
<0.20
<10
<10
28
136
281,000
642,000
7,360
3/23/2001
2,600
<10
<250
<2.0
<20
<20
4,740
6
234
<0.20
<10
<10
37
80
26,300
173,000
6,820
6.5
18.0
270
3/28/2002
17,900
<10
<250
<2.0
47
46
45,300
16
3,030
<10
<10
88
<5C
23,400
219,000
11,900
6.7
14.0
140
10/3/2002
-
--
--
--
--
--
--
--
--
--
--
--
--
3/25/2003
6,070
<10
264
<2.0
<20
<20
8,420
115
<0.20
<10
<10
25
69
14,400
118,000
5,290
6.1
18.0
140
10/2/2003
4,630
<10
277
<2.0
<20
<20
10,900
8
11,100
<0.20
<10
<10
<20
122
1,270,000
3,380,000
7,780
6.1
20.0
3,020
4/28/2004
3,600
<10
<250
<2.0
<20
<20
11,000
6
2,630
<0.20
<10
<10
36
193
233,000
634,000
8,130
--
14.4
1,460
10/26/2004
30,200
<10
2,140
9
112
83
65,600
21
5,080
<0.20
<10
<10
144
4,170
1,710,000
3,800,000
7,220
--
3,690
4/27/2005
2,750
<10
<250
6
<20
<20
9,150
8
8,950
<0.20
<10
<10
26
1,080
1,260,000
2,868,000
13,800
3,170
10/20/2005
9,380
<10
377
2
20
203
26,200
9
6,800
<0.20
<10
<10
116
550
1,510,000
1,700,000
22,000
1,110
10/19/2006
3,630
<10
<250
<2.0
<20
<20
8,080
6
1,900
<0.20
<10
<10
44
133
749,000
1,210,000
8,990
1,050
4/27/2007
46,500
<10
451
<2.0
2
0
55,900
<0.20
<10
<10
46
452
1,570,000
2,800,000
9,010
1,880
11/19/2007
5,750
<10
<250
<2.0
<20
<20
12,000
8
3,030
<0.20
<10
<10
<20
<50
1,330,000
1,310,000
9,710
1,330
Tables RJRT Ash LF.xlsx/Table A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 3 of 9
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3,5001
10
700
2
10
1,000
7
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5 - 8.5
NE
NE
NE
NE
NE
NC 2B Surface Water Standard
87
50
1,0002
2
50
1,000
25
200 2
0.012
5
0.06
50
10,0002
250'0002
500'0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
W-2
4/30/2008
<0.100
<10
<250
<2.0
<20
<20
4,450
5
334
<0.20
<10
<10
72
71
246,000
330,000
7,260
609
(continued)
4/30/2009
5,170
<10
268
<1.0
13.9
11.3
12,500
11.8
441
<2.0
<10
<10
37.5
72
10,400
157,000
7,570
94 - --
10/15/2009
30,000
13
1,600
4.8
110
67
200,000
36
3,400
<2.0
Jilin 42
<5.0
410
nple volume
6.4 15.9 900 30 -145 1.21
4/20/2010
430
<10
180
<1.0
<5.0
<10
490
<5.0
2,400
<2.0
<20
<5.0
<0.030
<0.2'
830,000
1,900,000
48,800
8.0 13.8 1,880 411 15 5.88
10/11/2010
2,300
2.4
240
0.68
8.7
11
6,600
1.70
2,300
<2.0
11
<5.0
81
210
660,000
1,400,000
10,100
6.3 17.0 1,340 712 46 3.99
4/22/2011
1,700
2.3
150
<0.1
<5.0
1.8
2,100
<1.0
4,000
<0.10
14
<1.0
<10
33
760,000
1,700,000
8,600
Not measured - insufficient sample volume due to limited recharge
10/17/2011
2,180
<5.0
113
<1.0
<5.0
6.1
2,710
<5.0
4,020
<0.20
<10
5.8
<5.0
<0.2C
365,000
842,000
18,700
Not measured - insufficient sample volume due to limited recharge
3/16/2012
2,540
<5.0
122
<1.0
<5.0
6.1
3,270
<5.0
45.4
<2.0
<10
<5.0
<10
<0.2C
30,000
153,000
7,700
6.51 16.11 1,1441 81 -91 5.75
9/24/2012
2,020
<2.7
119
<50
<2.0
<2.0
3,910
<4.0
2,870
<0.10
<5.0
<2.5
<5.0
430
276,000
2,030,000
Not measured - insufficient sample volume due to limited recharge
4/18/2013
192
<0.01
339
<1.0
<5.0
<5.0
182
<5.0
<5..
<2.0
<0.01
<5.0
<0.01
430
56,800
149,000
5,000
6.51 16.71 2611 NMI 971 7.37
9/10/2013
451
<0.01
315
<1.0
<5.0
<5.0
676
<5.0
21
<2.0
<0.01
<5.0
<0.01
89.1
44,600
135,000
10,200
Not measured - insufficient sample volume due to limited recharge
4/7/2014
1,800
NA
291
<1.0
<5.0
NA
2,450
<5.0
18.8
NA
<10
NA
NA
NA
37,000
<25.0
7,600
5.8 10.8 247 54.9 252 4.81
9/4/2014
5,930
NA
183
<1.0
6.3
NA
7,950
<5.0
163
NA
<10
NA
NA
NA
39,000
182,000
NA
5.5 20.1 168 28.2 126 3.08
4/3/2015
114
NA
255
<1.0
<5.0
NA
148
<5.0
<5.0
NA
<10
NA
NA
NA
43,900
134,000
NA
7.6 16.3 256 8.7 20 6.94
9/10/2015
6,800
NA
220
<5
9.5
NA
8,800
<10
93
NA
<20
NA
NA
NA
18,000
190,000
NA
5.3 22.4 155 30.0 272 1.38
3/8/2016
860
NA
280
<0.1
<5
NA
1,300
<1
29
NA
<1
NA
NA
NA
41,000
130,000
NA
5.7 21.2 193 29.7 136 5,59
9/8/2016
1,900
NA
190
<0.1
<5
NA
3,200
<1
31
NA
<1
NA
NA
NA
14,000
230,000
NA
6.6 17.2 116 >1000 101 1.91
3/29/2017
140
NA
220
<0.5
1 <5
NA
200
<1
2.5
NA
<5
NA
NA
NA
46,000
100,000
NA
7.0 15.2 294 5.8 206 6.94
9/27/2017
Dry, no sample
collected
after two attempts
in September
and
October 2017
5.6 21.2 114 22.0 176 0.00
3/6/2018
100
NA
230
<0.50
<5.0
NA
150
<1.0
7.4
NA
1.3
NA
NA
NA
47,000
130,000
NA
6.2 10.6 185 7.5 220 3.70
9/12/2018
380
NA
170
<0.50
<5.0
NA
530
<1.0
6.5
NA
<5.0
NA
NA
NA
24,000
99,000
NA
5.7 19.7 184 27.6 121 2.16
3/19/2019
230
NA
150
< 0.50
< 5.0
NA
320
< 1.0
11
NA
< 5.0
NA
NA
NA
28,000
94,000
NA
5.3 10.9 126 9.4 142 0.69
1/16/1990
<10
300
<2.0
<20
<5.0
<0.20
<10
<10
7.0
W-3
9/6/1990
<10
8,990
20
810
330
0.5
5.9
<5.0
6.7
(RHMW-003 / 003A,
9/21/1990
2,170
<10
134
8.1
<0.040
<20
2,000
<5.0
80
<0.20
<5.0
<10
<20
670
8,500
174,000
12,000
6.5 16.2 238
W-2A)
10/23/1991
213
<10
149
<2.0
<0.040
<20
240
330
116
<0.20
<5.0
<10
<20
<50
<10.0
214,000
12,000
6.7 19.7 207
3/25/1992
<0.200
<10
119
<2.0
<20
<20
<10`
<5.0
<20
<0.20
<5.0
<10
<20
6,810
22,500
136,000
10,000
6.1 13.1 307
9/29/1992
670
<10
120
<2.0
<20
<20
580
<5.0
410
0.3
<5.0
<10
<20
232
20,000
189,000
1,000
5.9 17.1 223
3/31/1993
1,170
<10
180
<2.0
<20
<20
2,300
<5.0
<20
<0.20
<5.0
<10
55
<50
14,900
163,000
2,000
5.5 15.7 207
9/17/1993
9,460
<10
444
2.8
<20
71
20,700
10
173
<0.20
<5.0
<10
106
250
12,000
207,000
2,000
6.2 18.3 282
3/30/1994
4,420
<10
259
<2.0
<20
24
10,700
150
264
<0.20
<5.0
<10
107
1,480
17,000
180,000
<5
5.7 15.9 180
9/30/1994
25,400
<10
485
<2.0
26
67
32,000
17
526
<0.20
<5.0
<10
86
<50
<20
193,000
26,100
6.3 18.0 202
3/31/1995
31,300
<10
466
<2.0
27
55
36,400
25
430
<0.20
<5.0
<10
186
280
133,000
206,000
<5
6.6 12.7 220
9/29/1995
55,400
<10
813
7
51
122
70,100
42
1,020
<0.20
<5.0
<10
183
200
139,000
302,000
1,320
5.4 15.4 245
3/30/1996
17,100
<10
436
2
20
46
25,900
19
409
<0.20
<5.0
<10
100
1,250
19,500
217,000
3,410
5.6 13.0 285
9/27/1996
11,200
<10
257
<2.0
<20
16,400
15
235
<0.20
<5.0
<10
94
110
59,800
215,000
1,100
7.8 18.0 243
3/29/1997
16,400
<10
347
3
<20
43
23,000
13
384
<0.20
<5.0
<10
51
120
21,100
223,000
7,860
6.6 12.0 153
9/17/1997
32,200
<10
478
4
27
67
40,200
24
590
<0.20
<5.0
<10
280
1,100
88,900
262,000
1,290
6.9 16.0 366
3/27/1998
12,200
<10
491
<2.0
<20
<20
21,300
<5.0
604
<0.20
<10
<10
<20
130
19,100
248,000
1,260
6.1 19.9 542
9/30/1998
4,150
<10
<250
<2.0
<20
<20
5,690
<5.0
151
<0.20
<10
<10
39
300
5,050
238,000
1,340
6.8 20.0 276
3/31/1999
2,380
<10
<250
<2.0
<20
<20
3,930
<5.0
126
<0.20
<10
<10
73
320
26,300
262,000
1,410
6.2 18.0 126
9/29/1999
2,130
<10
<250
<2.0
<20
<20
4,230
<5.0
90
<0.20
<10
<10
<20
210
27,300
272,000
1,710
6.8 19.0 315
9/15/2000
6,590
<10
323
<2.0
<20
26
9,900
11
309
<0.20
17
<10
<20
120
20,900
187,000
1,530
6.7 18.0 390
3/16/2000
11,700
<10
356
<2.0
<20
35
15,700
7
334
<0.20
16
<10
36
208
17,800
193,000
2,630
-
3/23/2001
828
<10
<250
<2.0
<20
<20
1,020
9
45
<0.20
<10
<10
23
200
27,400
175,000
1,560
6.7 17.0 310
10/4/2001
3,640
<10
<250
<2.0
<20
<20
6,020
8
221
<0.20
13
<10
<20
220
24,700
186,000
3,200
6.1 17.0 200
3/28/2002
1,720
<10
<250
<2.0
<20
<20
2,820
100
<10
<10
<20
400
38,500
203,000
1,450
6.7 14.0 470
Tables RJRT Ash LF.xlsx/Table A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 4 of 9
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Location / ID
Date
3
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3
3
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o
°
n
m
3
0
m
m
a
m
° 5'
0
x
m
1z
o'
0?
° 0_
NC 2L Ground Water Standard
3,5001
10
700
2
10
1,000
7
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5 - 8.5
NE
NE
NE
NE
NE
NC 2B Surface Water Standard
87
50
1,0002
2
50
1,000
25
200 2
0.012
5
0.06
50
10,0002
250'0002
500'0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
W-3
3/28/2002
2,370
<10
<250
<2.0
<20
<20
2,820
<5.0
100
<0.20
17
<10
<20
287
25,600
177,000
<1.0
--
--
238
(continued)
3/25/2003
15,300
<10
362
<2.0
<20
26
23,800
8
622
<0.20
<10
<10
45
520
42,600
194,000
<1.0
6.2
19.0
210
10/2/2003
2,460
<10
646
<2.0
<20
<20
4,080
<5.0
212
<0.20
<10
<10
<20
371
28,300
199,000
<1.0
6.7
17.0
243
4/28/2004
1,490
<10
<250
<2.0
<20
<20
2,820
<5.0
80
<0.20
13
<10
<20
259
1,350,000
171,000
<1.0
14.6
225
10/26/2004
2,370
<10
<250
<2.0
<20
<20
3,490
<5.0
129
<0.20
17
<10
<20
287
25,600
177,000
<1.0
238
4/27/2005
874
<10
<250
<2.0
<20
<20
1,580
<5.0
66
<0.20
16
<10
40
254
34,400
192,000
740
277
10/20/2005
3,500
<10
252
<2.0
<20
107
4,230
<5.0
72
<0.20
30
<10
71
356
44,000
218,000
18,000
317
10/19/2006
553
<10
277
<2.0
<20
<20
1,020
<5.0
37
<0.20
48
<10
<20
389
70,400
237,000
690
330
4/27/2007
<0.10
<10
262
<2.0
<20
<20
708
<5.0
<10
<0.20
<10
<20
452
89,400
251,000
1,510
388
11/19/2007
124
<10
263
<2.0
<20
<20
156
<5.0
<10
<0.20
65
<10
<20
190
53,000
293,000
860
403
11/19/2007
139
<10
254
<2.0
<20
<20
158
<5.0
12
<0.20
65
<10
<20
203
64,200
278,000
880
402
4/30/2008
<0.100
<10
261
<2.0
<20
<20
148
<5.0
<10
<0.20
94
<10
<20
553
91,000
331,000
760
--
470
10/29/2008
<0.100
<10
274
0.33
10.6
<10
216
3.3
124
0.1
95.5
5.15
<10
474
96,000
360,000
1,040
--
571
4/30/2009
442
<10
368
<1.0
<10
<10
638
8.5
61.6
<2.0
154
<10
68.2
535
199,000
399,000
940
603
10/12/2009
26
2.7
160
<1.0
0.9
<10
<50
<5.0
16
0.08
150
<5.0
<0.30
740
140,000
430,000
15,800
5.9
15.2
>99,000
9
121
2.82
4/20/2010
870
<10
280
<1.0
<5.0
<10
940
<5.0
49
<2.0
100
<5.0
<0.030
710
100,000
380,000
9,000
6.0
12.5
644
23
264
3.74
10/11/2010
<250
<5.0
110
<1.0
1.3
<25
21
<5.0
1.6
<2.0
77
<5.0
20
790
89,000
310,000
4,000
5.9
18.0
497
7
256
1.39
4/21/2011
<0.040
2.1
140
<0.1
<5.0
<1.0
210
<1.0
67
<0.10
100
<1.0
<10
850
120,000
330,000
1,000
5.8
13.1
399
<1
299
3.68
10/18/2011
380
<5.0
195
<5.0
<5.0
<5.0
262
<5.0
22.1
<0.20
102
<5.0
<10
1,100
360,000
413,000
7,700
6.9
17.5
764
6
128
1.76
3/16/2012
<0.10
<5.0
97.5
<1.0
<5.0
<5.0
101
<5.0
10.2
<2.0
112
5.8
<10
1,700
220,000
1,070,000
7,800
5.5
14.3
755
1
126
2.36
9/24/2012
<50
<2.7
87.4
<50
<2.0
<2.0
<25
<4.0
49.1
<0.10
51.9
<2.5
<5.0
1,000
418,000
719,000
5.8
17.8
1,110
1.6
521
<0.01
4/18/2013
<0.1
<0.01
56.2
<1.0
<5.0
<5.0
<50
<5.0
75.7
<2.0
29.6
<5.0
<0.01
840
401,000
852,000
10,600
5.7
14.0
1,146
1.1
-443
0.54
9/10/2013
<0.1
<0.01
45.8
<1.0
<5.0
<5.0
<50
<5.0
98.4
<2.0
20
<5.0
<0.01
588
447,000
852,000
9,290
5.9
18.9
959
1.1
222
0.44
4/7/2014
<0.100
NA
39.8
<1.0
<5.0
NA
<50
<5.0
88.4
NA
20.4
NA
NA
NA
338,000
796,000
10,100
5.9
10.7
1,109
0.7
538
2.39
9/3/2014
<0.100
NA
34
<1.0
<5.0
NA
<50
<5.0
135
NA
23.4
NA
NA
NA
364,000
895,000
5.7
20.6
1,049
2.8
502
0.74
4/2/2015
<0.100
NA
32.8
<1.0
<5.0
NA
<50
<5.0
155
NA
25
NA
NA
NA
449,000
932,000
NA
6.1
15.7
960
2.1
328
1.48
9/9/2015
<400
NA
38
<5
<10
NA
<100
<10
280
NA
11
NA
NA
NA
530,000
1,000,000
NA
5.9
26.2
1,410
0.0
485
1.02
3/8/2016
<40
NA
30
<0.1
<5
NA
190
<1
170
NA
12
NA
NA
NA
320,000
750,000
NA
5.0
13.1
1,018
0.6
550
1.50
9/8/2016
<40
NA
29
<0.1
<5
NA
300
<1
320
NA
2.7
NA
NA
NA
360,000
840,000
NA
6.4
20.8
1,048
0.5
88
1.00
3/29/2017
15
NA
3
<0.5
<5
NA
7 310
<1
290
NA
<5
NA
NA
NA
410,000
880,000
NA
6.3
15.1
1,218
2.2
180
0.79
9/26/2017
13
NA
32
<0.50
<5.0
NA
190
<1.0
320
NA
<5.0
NA
NA
NA
390,000
860,000
NA
6.3
23.3
1,080
2.9
371
0.00
3/6/2018
<40
NA
35
<0.50
<5.0
NA
130
<1.0
590
NA
8.8
NA
NA
NA
520,000
1,100,000
NA
6.7
11.0
149
0.6
481
0.70
FD-01
3/6/2018
<40
NA
34
<0.50
<5.0
NA
140
<1.0
550
NA
7.6
NA
NA
NA
530,000
1,100,000
NA
-
9/12/2018
<40
NA
26
<0.50
<5.0
NA
170
<1.0
510
NA
<5.0
NA
NA
NA
400,000
900,000
NA
6.2
20.2
1,131
0.6
196
3.20
3/19/2019
<40
NA
28
< 0.50
< 5.0
NA
230
< 1.0
180
NA
7.4
NA
NA
NA
250,000
600,000
N1'
6.2
13.5
858
2.0
291
1.77
10/26/2004
2,330
<10
<250
<2.0
<20
<20
3,170
<5.0
157
<0.20
<10
<10
24
<50
174,000
545,000
2,710
862
W-36
4/27/2005
203
<10
<250
2
<20
<20
1,830
15
907
<0.20
41
<10
36
<50
590,000
840,000
10,100
1,180
(RHMW-003B)
10/20/2005
3,630
<10
<250
<2.0
<20
29
4,290
5
68
<0.20
<10
<10
75
<50
146,000
627,000
30,000
550
10/19/2006
135
<10
<250
<2.0
<20
<20
950
5
811
<0.20
<10
<10
42
<50
318,000
750,000
5,240
739
4/27/2007
238
<10
<250
<2.0
<20
<20
901
<5.0
1,280
<0.20
<10
<10
<20
<50
475,000
1,050,000
2,570
1,240
11/19/2007
<0.100
<10
<250
<2.0
<20
<20
1,170
<5.0
1,270
<0.20
<10
<10
<20
<50
582,000
101,000
22,600
1,310
4/30/2008
<0.100
<10
<250
<2.0
<20
<20
505
<5.0
1,010
<0.20
<10
<10
<20
<50
570,000
955,000
1,180
1,270
10/29/2008
<0.100
<10
48
<1.0
4.9
<10
1,950
<10
946
0.07
<10
<10
10.5
<0.05
305,000
760,000
830
1,080
4/30/2009
<0.100
<10
42.6
<1.0
<10
<10
490
10.5
999
<2.0
9.7
1.5
8.7
<50
185,000
827:000
5,560
--
--
1,150
--
--
--
10/12/2009
39
3.6
43
<1.0
0.9
<10
330
<5.0
880
<2.0
<20
<5.0
<0.30
<0.20
250,000
780000
16,100
7.2
14.6
>99,000
14
-42
3.40
4/20/2010
<0.10
<10
49
<1.0
<5.0
<10
500
<5.0
970
<2.0
<20
<5.0
<0.30
<0.20
280,000
770,000
11,200
6.8
17.5
2,320
108
-51
0.23
10/11/2010
<250
5
45
<5.0
<5.0
<25
500
<5.0
980
<2.0
9.9
<5.0
<50
140
300,000
830,000
6.7
17.5
1,010
41
-25
<0.01
Tables RJRT Ash LF.xlsx/Table A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 5 of 9
v
n
m
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N
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o
°
m ID
n
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D
n
3
m
v
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n
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7'o
m
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c
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Date
3
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3
3
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o
°
n
m
3
0
m
m
a
m
° 5'
0
x
m
1z
o'
0?
° 0_
NC 2L Ground Water Standard
3,5001
10
700
2
10
1,000
7
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5 - 8.5
NE
NE
NE
NE
NE
NC 2B Surface Water Standard
87
50
1,0002
2
50
1,000
25
200 2
0.012
5
0.06
50
10,0002
250'0002
500'0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
W-313
4/21/2011
<0.040
2.5
51
<0.1
<5.0
<1.0
41 970
<1.0
1,200
<0.10
12
<1.0
<10
85
370,000
890,000
1,100
6.6
15.4
956
<1
-72
0.48
(continued)
10/18/2011
<50
<5.0
52
<1.0
<5.0
<5.0
606
<5.0
1,320
<0.20
<10
<5.0
<10
<0.20
460,000
1,090,000
9,700
9.5
15.0
1,750
9.4
-86
<0.01
3/16/2012
<0.10
<5.0
48.5
<1.0
<5.0
<5.0
472
<5.0
1,560
<2.0
<10
<5.0
47.6
<0.20
559,000
533,000
9,800
6.7
14.5
1,474
2.9
-35
0.79
9/24/2012
<50
<2.7
45.1
<50
<2.0
<2.0
537
<4.0
1,340
<0.10
<5.0
<2.5
27.1
<0.02
422,000
1,050,000
7.1
16.0
1,650
3.6
-26
<0.01
4/18/2013
<0.1
<0.01
40.3
<1.0
<5.0
<5.0
397
<5.0
743
<2.0
<0.01
<5.0
<0.01
<0.02
248,000
623,000
16,800
6.6
14.9
961
0.0
-71
0.47
9/10/2013
<0.1
<0.01
43.2
<1.0
<5.0
<5.0
258
<5.0
448
<2.0
<0.01
<5.0
<0.01
<0.02
120,000
421,000
6,580
7.2
19.3
1,380
9.2
-43
<0.01
4/7/2014
<0.100
NA
46.6
<1.0
<5.0
NA
772
<5.0
540
NA
<10
NA
NA
NA
123,000
396,000
49,000
6.9
16.1
987
0.0
-92
0.38
9/3/2014
<0.100
NA
48.4
<1.0
<5.0
NA
321
<5.0
452
NA
12.5
NA
NA
NA
18,100
403,000
NA
6.9
16.2
988
1.4
-87
2.01
4/2/2015
<0.100
NA
47.8
<1.0
<5.0
NA
3,070
<5.0
520
NA
<10
NA
NA
NA
79,400
415,000
NA
7.2
16.0
500
8.5
123
0.74
9/9/2015
<400
NA
42
<5
<10
NA
170
<10
570
NA
<20
NA
NA
NA
110,000
390,000
NA
6.7
27.2
670
0.0
-7
0.96
3/8/2016
<40
NA
50
<0.1
<5
NA
680
<1
440
NA
2.3
NA
NA
NA
73,000
390,000
NA
7.3
13.0
596
6.0
62
0.23
9/8/2016
<40
NA
45
<0.1
<5
NA
340
<1
380
NA
<1
NA
NA
NA
71,000
380,000
NA
7.3
21.4
538
0.4
62
0.70
Dup-2
9/8/2016
<40
NA
46
<0.1
<5
NA
350
<1
380
NA
1.1
NA
NA
NA
74,000
370,000
NA
3/29/2017
8.9
NA
44
<0.5
<5
NA
400
<1
440
NA
<5
NA
NA
NA
110,000
410,000
NA
7.3
13.7
687
0.6
157
0.52
DUP
3/29/2017
8.2
NA
46
<0.5
<5
NA
400
<1
470
NA
<5
NA
NA
NA
110,000
340,000
NA
9/26/2017
19
NA
55
<0.50
<5.0
NA
820
<1.0
310
NA
<5.0
NA
NA
NA
65,000
370,000
NA
7.2
20.2
453
2.7
28
0.00
3/6/2018
)
NA
45
<0.50
<5.0
NA
210
<1.0
330
NA
<5.0
NA
NA
NA
100,000
440,000
NA
8.0
10.0
652
0.1
-28
0.55
9/12/2018
1
NA
47
<0.50
<5.0
NA
240
<1.0
230
NA
<5.0
NA
NA
NA
61,000
340,000
NA
NA
23.0
504
0.2
-36
0.65
3/19/2019
NA
47
< 0.50
< 5.0
NA
650
< 1.0
48
NA
< 5.0
NA
NA
NA
39,000
290,000
NA
7.2
10.7
460
3.6
71
3.17
4/4/1995
9,720
<10
<250
<2.0
<20
<20
15,600
7
564
<0.20
<10
<10
58
1,000
7,880
231,000
136,000
6.1
19.0
234
W-4
9/17/1997
4,420
<10
<250
2
<20
<20
10,000
6
406
<0.20
<10
<10
190
550
8,860
212,000
3,190
7.5
18.0
366
(Background)
3/27/1998
3,410
<10
<250
<2.0
<20
<20
6,250
<5.0
<0.20
<10
<10
44
<50
7,120
226,000
2,690
6.7
19.2
390
9/30/1998
219
<10
<250
<2.0
<20
<20
1,610
<5.0
299
<0.20
<10
<10
<20
<50
6,420
200,000
7,260
5.9
21.0
322
3/31/1999
637
<10
<250
<2.0
<20
<20
2,150
<5.0
285
<0.20
<10
<10
<20
<50
5,710
202,000
8,530
6.5
16.0
279
9/29/1999
127
<10
<250
<2.0
<20
<20
1,440
5
271
<0.20
<10
<10
24
<50
<5.0
207,000
2,850
6.4
18.0
315
3/16/2000
<0.100
<10
<250
<2.0
<20
<20
1,470
298
<0.20
<10
<10
<20
<50
<5.0
191,000
6,050
9/15/2000
165
<10
<250
<2.0
<20
<20
1,090
252
<0.20
<10
<10
<20
80
5,300
241,000
15,500
6.2
17.0
310
3/23/2001
2,750
<10
<250
4
<20
<20
9,910
16
447
<0.20
<10
<10
28
<50
6,530
219,000
5,990
6.4
16.0
240
10/4/2001
204
<10
<250
<2.0
<20
<20
915
7
229
<0.20
<10
<10
<20
<0.05
<5.0
186,000
7,800
6.3
20.0
300
(damaged &
3/28/2002
<0.100
<10
<250
<2.0
<20
<20
1,460
<5.0
212
--
<10
<10
<20
<50
5,160
196,000
1,680
6.2
14.0
190
replaced 2003 with
10/3/2002
<0.100
<10
<250
<2.0
<20
<20
1,130
<5.0
237
<0.20
<10
<10
29
<50
5,080
202,000
4,070
6.1
19.0
280
W-6)
3/25/2003
<0.100
<10
<250
<2.0
<20
<20
976
<5.0
212
<0.20
<10
<10
<20
<50
6,050
185,000
1,610
6.2
16.0
260
10/2/2003
1,920
<10
<250
<2.0
24
3,220
<5.0
154
<0.20
<10
<10
440
207
95,000
466,000
34,000
7.3
19.0
661
W-6
4/28/2004
1,160
<10
<250
<2.0
26
917
7
37
<0.20
<10
<10
149
137
370,000
692,000
139,000
--
14.7
937
(Background)
10/26/2004
790
<10
<250
<2.0
32
259
<5.0
12
<0.20
<10
<10
87
96
116,000
630,000
79,200
--
917
Replaced W-4
4/27/2005
389
<10
<250
<2.0
<20
<20
<100
5
<10
<0.20
<10
<10
56
<50
87,500
565,000
13,200
932
9/2003
10/20/2005
<0.100
<10
<250
<2.0
<20
40
355.7
<5.0
<10
<0.20
<10
<10
60
64
35,400
553,000
27,000
939
10/19/2006
529
<10
<250
<2.0
<20
<20
77
<5.0
12
<0.20
<10
<10
66
<50
46,400
471,000
29,300
655
4/27/2007
2,660
<10
<250
<2.0
29
<20
2,790
<5.0
106
<0.20
<10
<10
168
<50
29,500
442,000
8,840
776
11/19/2007
627
<10
<250
<2.0
<20
<20
711
<5.0
24
<0.20
<10
<10
38
<50
11,200
431,000
8,980
--
694
4/30/2008
<0.100
<10
<250
<2.0
<20
<20
<0.100
<5.0
<10
<0.20
<10
<10
37
<50
<10.0
392,000
5,610
--
615
10/29/2008
235
<10
35.8
0.41
6.8
<10
268
<10
9.3
<0.20
<10
<10
67
<50
<10.0
393,000
4,130
--
-
724
4/30/2009
139
<10
36.6
<1.0
7
<10
33.1
2.9
1.5
<2.0
8.1
<10
33.2
<50
10,500
463,000
10,300
-
807
10/12/2009
140
2,3
28
<1.0
5.5
4,3
44
<5.0
1.7
<2.0
<5.0
<0.300
<0.200
17,000
380,000
11,100
10.6
18.9
1,020
33
-243
0.16
4/20/2010
1,700
<10
59
<1.0
400
14
3,200
<5.0
87
<2.0
<20
<5.0
69
<0.20
16,000
450,000
9,100
10.7
18.9
930
209
-227
0.03
10/11/2010
320
<5.0
37
<1.0
420
19
2,800
<5.0
56
<2.0
<5.0
<5.0
63
120
13,000
410,000
3,900
10.6
17.7
816
36
-250
<0.01
Tables RJRT Ash LF.xlsx/Table A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 6 of 9
n
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n
(n
cu
3
3
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m
CD
d
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x
m
1z
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= O_
NC 2L Ground Water Standard
3,5001
1 10
1 700
1 2
1 10
1 1,000
1 300
1 15
1 50
1 1
1 20
1 20
1 1,000
1 10,000
1 250,000
1 500,000
1 NE
1 6.5 - 8.5
1 NE
I NE
I NE
I NE
NE
NC 2B Surface Water Standard
87
50
1,0002
2
50
7
1,000
25
200 2
1 0.012
5
0.06
50
10,0002
250'0002
500,0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
W-6
4/22/2011
260
1.2
33
<1.0
190
7
1,00
1.3
28
<0.10
1.1
<1.0
17
21
16,000
410,000
3,800
11.1
13.9
562
10
-189
1.01
(continued)
10/18/2011
421
<5.0
26.9
<1.0
60.9
89
311
<5.0
6.8
<2.0
<10
<5.0
60.1
<0.20
11,000
414,000
6,100
12.2
18.1
1,040
9
-313
0.37
3/16/2012
221
<5.0
44.7
<1.0
8.5
<5.0
83
<5.0
<5.0
<2.0
<10
<5.0
10.1
<0.20
11,400
499,000
5,200
11.2
17.3
845
2
-234
0.38
9/26/2012
202
<2.7
37.3
<50
23.6
<2.0
162
<4.0
<2.5
<0.10
<5.0
<2.5
14.1
<0.02
12,200
317,000
11.4
16.3
667
8.9
-21
<0.01
4/19/2013
517
<0.01
41.1
<1.0
18.3
<5.0
277
<5.0
6.4
<2.0
<0.01
<5.0
21.2
<0.02
12,200
334,000
4,900
10.4
15.8
620
8.6
-451
0.40
9/11/2013
312
<0.01
46.9
<1.0
21.7
<5.0
397
<5.0
7.7
<2.0
<0.01
<5.0
19.4
--
12,100
335,000
4,390
10.6
17.9
506
6.9
83
0.71
4/9/2014
154
NA
42.2
<1.0
6.9
NA
141
<5.0
<5.0
NA
<10
NA
NA
NA
12,400
304,000
4,700
10.9
15.1
634
4.2
-43
1.23
9/5/2014
<0.100
NA
33.7
<1.0
<5.0
NA
<50
<5.0
<5.0
NA
<10
NA
NA
NA
11,800
337,000
NA
10.8
15.7
637
3.9
-37
1.19
4/2/2015
<0.100
NA
35.4
<1.0
9.4
NA
72.6
<5.0
<5.0
NA
<10
NA
NA
NA
11,700
314,000
NA
10.3
16.3
555
2.6
-142
2.74
9/8/2015
570
NA
37
<5
110
NA
' 900
<10
23
NA
<20
NA
NA
NA
11,000
280,000
NA
10.2
21.3
496
22.7
-59
1.95
3/9/2016
<400
NA
35
<0.1
18
NA
230
<1
<5
NA
<1
NA
NA
NA
12,000
270,000
NA
10.1
16.4
465
7.3
-81
0.48
9/6/2016
62
NA
37
<0.1
NA
110
<1
<5
NA
<1
NA
NA
NA
9,900
260,000
NA
10.1
16.4
754
2.0
-106
0.70
3/28/2017
530
NA
76
<0.5
36
NA
990
0.5
17
NA
<5
NA
NA
NA
10,000
220,000
NA
9.8
15.5
437
9.9
-67
0.59
9/27/2017
220
NA
41
<0.50
14
NA
220
0.58
6.5
NA
<5.0
NA
NA
NA
11,000
270,000
NA
9.9
16.8
360
4.5
82
1.26
3/6/2018
100
NA
39
<0.50
32
NA
620
<1.0
9.4
NA
<5.0
NA
NA
NA
11,000
260,000
NA
9.6
11.9
0
11.4
-29
1.50
9/13/2018
2,100
NA
200
<0.50
42
NA
2,900
1.6
330
NA
<5.0
NA
NA
NA
57,000
270,000
NA
9.9
18.2
475
7.4
124
0.67
3/20/2019
< 40
NA
42
< 0.50
5.5
NA
100
< 1.0
< 5.0
NA
< 5.0
NA
NA
NA
10,000
270,000
NA
9.5
15.6
435
3.2
81
0.68
1/6/2011
110
<0.1
<5.0
200
<10
120
<10
9,300
200,000
7.1
15.4
298
5
83
2.00
W-7
4/21/2011
92
<1.0
80
<0.1
<5.0
<1.0
520
<1.0
160
<0.10
<1.0
<1.0
<10
44
6,600
190,000
<1.0
7.3
15.2
301
<1
12
0.62
Open borehole
9/25/2012
318
<2.7
77.3
<50
<2.0
<2.0
628
<4.0
173
<0.10
<5.0
<2.5
<5.0
<0.02
6,200
206,000
8.1
15.1
403
18.2
46
<0.01
42'-341'
4/18/2013
403
<0.01
140
<1.0
<5.0
6
1,460
<5.0
146
<2.0
<0.01
<5.0
<0.01
<0.02
10,200
173,000
29,000
6.9
15.7
271
17.1
-448
1.70
9/11/2013
257
<0.01
112
<1.0
<5.0
<5.0
950
<5.0
124
<2.0
<0.01
<5.0
<0.01
--
8,100
<25
3,310
7.4
16.2
271
7.7
4
0.87
4/9/2014
427
NA
131
<1.0
<5.0
NA
1,830
<5.0
97.1
NA
<10
NA
NA
NA
11,200
181,000
3,500
6.8
15.6
265
21.3
119
2.87
9/5/2014
797
NA
81.1
<1.0
<5.0
NA
1,580
<5.0
189
NA
<10
NA
NA
NA
6,400
220,000
NA
7.5
15.9
289
8.1
10
1.35
4/2/2015
402
NA
136
<1.0
<5.0
NA
1,970
<5.0
69.6
NA
<10
NA
NA
NA
10,800
169,000
NA
7.5
15.9
284
9.4
6
2.19
9/9/2015
380
NA
78
<5
28
NA
1,600
<10
150
NA
<20
NA
NA
NA
5,700
170,000
NA
6.7
18.7
349
5.9
23
4.64
3/9/2016
800
NA
140
<0.1
16
NA
3,800
<1
100
NA
<1
NA
NA
NA
11,000
110,000
NA
7.0
14.1
284
40.4
115
1.87
9/6/2016
260
NA
130
<0.1
<5
NA
1,800
<1
53
NA
<1
NA
NA
NA
9,800
89,000
NA
7.1
16.8
206
20.5
89
3.10
3/28/2017
500
NA
130
<0.5
28
NA
3,600
0.93
110
NA
<5
NA
NA
NA
8,900
160,000
NA
6.9
15.3
280
42.9
12
1.90
9/27/2017
2,200
NA
100
<0.50
11
NA
4,400
0.99
800
NA
<5.0
NA
NA
NA
5,400
160,000
NA
7.5
16.3
281
9.2
50
0.50
3/5/2018
240
NA
73
<0.50
7.9
NA
1,600
0.43
220
NA
<5.0
NA
NA
NA
5,600
210,000
NA
7.3
13.8
341
29.4
16
1.22
9/12/2018
310
NA
81
<0.50
9.6
NA
2,800
190
NA
<5.0
NA
NA
NA
6,300
210,000
NA
7.3
17.7
327
56.3
32
0.74
3/20/2019
96
NA
100
< 0.50
< 5.0
NA
1,400
< 1.0
29
NA
< 5.0
NA
NA
NA
11,000
180,000
NA
6.5
15.7
267
21.3
135
2.28
DUP-01
3/20/2019
140
NA
110
< 0.50
< 5.0
NA
1,600
< 1.0
32
NA
< 5.0
NA
NA
NA
11,000
180,000
NA
6.5
15.7
267
21.3
135
2.28
1/6/2011
330
0.12
<.0050
2,900
<10
65
<10
73,000
210,000
7.5
14.8
300
50
182
7.88
W-8
4/20/2011
390
1.2
180
<0.1
<5.0
<1.0
940
<1.0
20
<0.10
8.9
<1.0
<10
240
68,000
240,000
1,100
5.7
15.1
391
133
203
7.06
9/26/2012
643
<2.7
166
<50
25.2
7.7
777
<0.0040
64
<0.10
<5.0
<2.5
151
250
86,800
242,000
6.1
20.5
382
6.2
158
5.9
4/18/2013
5,940
<0.01
465
<1.0
86.4
85.6
9,760
<5.0
220
<2.0
<0.01
<5.0
122
290
95,000
247,000
5,200
5.8
19.5
330
9.6
-428
5.3
9/10/2013
1,180
<0.01
407
<1.0
41.7
40
1,900
<5.0
37.1
<2.0
<0.01
<5.0
67.1
290
101,000
244,000
5,600
5.7
21.8
310
9.3
95
6.0
4/9/2014
1,670
NA
147
<1.0
7.5
NA
2,940
<5.0
86.5
NA
<10
NA
NA
NA
98,800
263,000
4,900
5.6
18.1
371
11.9
195
5.9
9/3/2014
318
NA
136
<1.0
NA
463
<5.0
23
NA
13.4
NA
NA
NA
114,000
300,000
NA
5.4
14.8
329
8.4
154
5.9
4/2/2015
873
NA
206
<1.0
42.7
NA
1,410
<5.0
26.9
NA
11.5
NA
NA
NA
62,700
219,000
NA
5.9
21.6
340
39.9
68
4.6
9/9/2015
840
NA
160
<5
84
NA
1,200
<10
180
NA
<20
NA
NA
NA
96,000
240,000
NA
5.8
31.2
322
35.6
125
3.6
3/9/2016
2,700
NA
290
<0.1
310
NA
4,800
1.9
290
NA
6.4
NA
NA
NA
65,000
230,000
NA
6.2
15.6
332
87.0
85
5.2
9/7/2016
1,900
NA
280
<0.1
7.9
NA
4,100
<1
60
NA
4
NA
NA
NA
64,000
200,000
NA
6.3
20.1
240
9.6
98
6.5
3/28/2017
1,700
NA
380
<0.5
99
NA
3,300
1
58
NA
6.7
NA
NA
NA
66,000
170,000
NA
5.7
19.9
275
21.5
177
5.7
9/26/2017
2,600
NA
290
<0.50
51
NA
2,500
2.5
120
NA
6.4
NA
NA
NA
53,000
210,000
NA
6.0
16.3
211
33.1
128
7.9
Tables RJRT Ash LF.xlsx/Table A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 7 of 9
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NC 2L Ground Water Standard
3,5001
10
700
2
10
1,000
7
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5 - 8.5
NE
NE
NE
NE
NE
NC 2B Surface Water Standard
87
50
1,0002
2
50
1,000
25
200 2
0.012
5
0.06
50
10,0002
250'0002
500'0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
W-8
3/5/2018
560
NA
150
<0.50
WMEN
NA
1,100
0.56
NA
4
NA
NA
NA
56,000
190,000
NA
5.7
19.0
221
41.0
203
18.3
(continued)
9/12/2018
62
NA
36
<0.50
12
NA
230
<1.0
<5.0
NA
<5.0
NA
NA
NA
11,000
260,000
NA
6.9
18.5
394
91.3
119
5.9
3/20/2019
450
NA
240
< 0.50
20
NA
730
< 1.0
17
NA
< 5.0
NA
NA
NA
17,000
130,000
NA
5.4
12.7
128
20.6
158
6.9
1/5/2011
27
<0.1
<5.0
440
<10
32
<10
16,000
150,000
8.4
15.9
274
119
22
<0.01
W-9
4/20/2011
83
<1.0
39
<0.1
<5.0
<1.0
170
<1.0
23
<0.10
<1.0
<1.0
<10
42
10,000
130,000
<1.0
8.8
16.8
286
121
-10
0.45
9/26/2012
116
<2.7
102
<50
10
<2.0
108
<0.0040
10.1
<0.10
<5.0
<2.5
<5.0
<0.02
8,800
149,000
11.0
16.3
350
7.9
12
<0.01
4/19/2013
281
<0.01
115
<1.0
8.5
<5.0
157
<5.0
8
<2.0
<0.01
<5.0
<0.01
<0.02
9,300
155,000
2,400
9.6
16.5
286
9.7
-455
0.22
9/10/2013
114
<0.01
94
<1.0
<5.0
<5.0
68.6
<5.0
<5.0
<2.0
<0.01
<5.0
<0.01
<0.02
9,100
169,000
2,410
10.5
16.5
272
4.0
-73
0.27
4/9/2014
<0.100
NA
54.8
<1.0
<5.0
NA
<50
<5.0
<5.0
NA
<10
NA
NA
NA
11,100
204,000
3,100
9.4
14.4
257
4.7
-421
0.18
9/4/2014
134
NA
60.2
<1.0
<5.0
NA
222
<5.0
7.3
NA
<10
NA
NA
NA
11,100
212,000
9.7
19.9
303
11.2
33
3.54
4/3/2015
<0.100
NA
113
<1.0
<5.0
NA
<50
<5.0
<5.0
NA
<10
NA
NA
NA
9,100
279,000
NA
11.7
16.8
982
3.6
-184
0.70
9/8/2015
110
NA
100
<5
3.7
NA
41
<10
1.4
NA
<20
NA
NA
NA
9,100
280,000
NA
11.8
19.2
856
7.0
-177
1.67
3/8/2016
90
NA
89
<0.1
<5
NA
83
<1
<5
NA
<1
NA
NA
NA
10,000
290,000
NA
12.2
16.9
888
3.2
-167
0.35
9/6/2016
74
NA
97
<0.1
<5
NA
39
<1
<5
NA
<1
NA
NA
NA
8,400
260,000
NA
11.8
16.6
754
2.0
-106
0.70
3/28/2017
99
NA
100
<0.5
11
NA
81
<1
1.3
NA
<5
NA
NA
NA
9,300
260,000
NA
11.6
17.6
862
2.7
48
0.22
9/26/2017
140
NA
100
<0.50
5.9
NA
96
0.41
2
NA
<5.0
NA
NA
NA
11,000
230,000
NA
11.6
17.0
655
1.9
-147
0.94
3/6/2018
61
NA
110
<0.50
3.8
NA
51
<1.0
<5.0
NA
<5.0
NA
NA
NA
11,000
270,000
NA
11.4
11.6
690
3.7
-36
2.03
9/11/2018
<40
NA
130
<0.50
<5.0
NA
<50
<1.0
<5.0
NA
<5.0
NA
NA
NA
11,000
190,000
NA
10.8
17.2
487
0.8
91
0.33
3/20/2019
< 40
NA
110
< 0.50
< 5.0
NA
< 50
< 1.0
< 5.0
NA
< 5.0
NA
NA
NA
12,000
270,000
NA
11.3
17.9
798
1.5
-230
0.31
4/29/1988
152
<0.011
59
8
<0.016
57
57
<0.024
314
<0.20
<5.0
<0.014
576
1,520
37,000
500,000
1,280
6.9
PW-1
7/13/1989
<10
100
<0.008
<20
<0.100
<0.20
<5.0
<0.006
-
9/6/1990
<10
90
<1.0
<10
9.9
<0.20
<5.0
<5.0
6.8
-
10/23/1991
130
<10
<0.080
<2.0
0
<20
620
<5.0
1,230
<0.20
<5.0
<10
3,31
50
460,000
850,000
8,000
6.4
15.1
1,247
8/10/2009
--
--
35
<1.0
<5.0
--
4,800
1,800
--
<20
--
--
-
680,000
7.0
15.3
2,860
32
13
<0.01
Packer interval - 96-115'
5/14/2010
<0.100
<10
34
<1.0
<5.0
<10
2,900
<5.0
2,000
<0.20
<20
<5.0
560
800,000
1,900,000
6.8
15.0
2,430
217
-20
14.9
Packer interval-180'-200'
5/14/2010
<0.100
<10
44
<1.0
<5.0
<10
6,300
9.4
2,400
<0.20
<20
<5.0
21,000
940,000
2,100,000
6.8
16.1
2,570
166
-50
13.2
Packer interval -250'-270'
5/13/2010
<0.100
<10
46
<1.0
<5.0
<10
6,800
<5.0
2,500
<0.20
<20
<5.0
5,100
-
1,000,000
2,100,000
6.7
16.5
2,580
215
-54
13.5
Packer interval - 300'-326'
5/13/2010
Dry, no sample
collected
--
--
--
--
--
--
--
--
--
--
--
Open borehole - 21'-326'
4/21/2011
280
11
46
<0.1
<5.0
<1.0
4,400
<1.0
3,000
<0.10
54
<1.0
<10
<20
920,000
2,000,000
2,100
6.2
16.6
2,250
<1
24
0.60
9/26/2012
1,060
<2.7
52.2
<50
<2.0
<2.0
4,280
<0.0040
2,780
<0.10
<5.0
<2.5
13.5
450
1,190,000
2,980,000
6.8
15.9
2,890
8.7
2.0
<0.01
4/18/2013
1,080
<0.01
55.4
<1.0
<5.0
<5.0
3,830
<5.0
2,700
<2.0
<0.01
<5.0
10.1
630
1,080,000
1,940,000
14,200
6.2
16.2
2,401
3.0
-453
0.60
9/10/2013
1,010
<0.01
52.4
<1.0
<5.0
<5.0
5,680
<5.0
2,990
<2.0
<0.01
<5.0
18.8
<0.02
1,150,000
2,240,000
20,500
6.2
17.7
2,191
5.2
44
0.40
4/7/2014
628
NA
48.9
<1.0
<5.0
NA
4,780
<5.0
3,130
NA
<10
NA
NA
NA
914,000
1,980,000
16,600
6.2
15.3
2,689
3.2
41
0.83
9/5/2014
1,370
NA
32.3
<1.0
8.4
NA
6,160
<5.0
3,080
NA
NA
NA
NA
1,010,000
2,260,000
NA
6.1
16.7
2,552
5.7
-16
3.93
4/2/2015
195
NA
45
<1.0
<5.0
NA
435
<5.0
595
NA
NA
NA
NA
1,010,000
187,000
NA
6.0
21.6
241
6.6
332
4.59
9/9/2015
410
NA
54
0.8
8.3
NA
5,000
<10
3,400
NA
<20
NA
NA
NA
990,000
2,100,000
NA
6.3
26.1
2,220
0.0
1
0.49
3/8/2016
420
NA
51
<0.1
8.8
NA
5,000
<1
3,500
NA
<1
NA
NA
NA
940,000
2,100,000
NA
6.4
14.3
2,524
3.1
39
0.40
9/6/2016
250
NA
42
0.12
<5.0
NA
5,300
<1
3,300
NA
2.5
NA
NA
NA
840,000
1,900,000
NA
6.7
17.9
2,080
1.6
-2
0.80
3/28/2017
61
NA
39
<0.5
19
NA
4,200
<1
3,300
NA
3.8
NA
NA
NA
840,000
1,900,000
NA
6.4
15.8
2,342
3.4
42
0.31
9/26/2017
180
NA
48
<0.50
5.3
NA
4,700
1.3
3,600
NA
<50
NA
NA
NA
780,000
1,900,000
NA
6.4
16.8
1,880
1.0
14
0.48
3/6/2018
870
NA
48
<0.50
3.8
NA
6,500
0.850
3,100
NA
3.6
NA
NA
NA
760,000
1,800,000
NA
6.1
13.6
2,420
39.1
98
1.01
9/13/2018
160
NA
37
<0.50
<5.0
NA
4,500
<1.0
3,100
NA
<5.0
NA
NA
NA
750,000
1,700,000
NA
6.4
15.5
1,709
9.8
74
0.26
DUP-1
9/13/2018
150
NA
37
<0.50
<5.0
NA
4,500
<1.0
3,300
NA
<5.0
NA
NA
NA
770,000
1,700,000
NA
6.4
15.5
1,709
9.8
74
0.26
3/19/2019
430
NA
38
< 0.50
< 5.0
NA
5,300
< 1.0
2,700
NA
7.8
NA
NA
NA
670,000
1,500'000
NA
6.4
14.7
1,984
5.7
3
0.49
PZ-1
1 /4/2011
81
<0.1
<5.0
--
1,600
<10
78
-
<10
--
--
98,000
180,000
Not measured
- insufficient
sample
volume due
to limited recharge
4/20/2011
40
<1.0
63
<0.1
<5.0
1.9
2,700
1.6
110
<0.10
<1.0
<1.0
<10
110
30,000
100,000
4,200
Not measured
- insufficient
sample
volume due
to limited recharge
Tables RJRT Ash LF.xlsx/Table A1-Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 8 of 9
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Location / ID
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NC 2L Ground Water Standard
3,5001
10
700
2
10
1,000
7
300
15
50
1
20
20
1,000
10,000
1 250,000
500,000
NE
6.5 - 8.5
NE
NE
NE
NE
NE
NC 2B Surface Water Standard
87
50
1,0002
2
50
1,000
25
1 200 2
0.012
5
0.06
50
10,0002
250'0002
500'0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
PZ-1
9/25/2012
<50 <2.7 99.7 <50 <2.0 <2.0
138
<0.004G
<0.10
<5.0
<2.5
<5.0
1,900
806,000
Not measured - insufficient sample volume due to limited recharge
1111PROPPMM
(continued)
4/17/2013
182 <0.01 64.3 <1.0 <5.0 <5.0
200
<5.0
MW
<2.0
<0.01
<5.0
<0.01
240
95,500
217,000
5,000
Not measured - insufficient sample volume due to limited recharge
9/10/2013
<0.1 <0.01 82.7 <1.0 <5.0 <5.0
72.1
<5.0
17.8
<2.0
<0.01
<5.0
<0.01
1,580
179,000
485,000
6,530
Not measured - insufficient sample volume due to limited recharge
4/6/2014
<0.100 NA 56.7 <1.0 <5.0 NA
148
<5.0
28.3
NA
<10
NA
NA
NA
98,900
1,430,000
5,000
Not measured - insufficient sample volume due to limited recharge
9/3/2014
52,800 NA 778 <1.0 280 NA
69,200
L 27
IV
NA
<10
NA
NA
NA
162,000
503,000
NA
Not measured - insufficient sample volume due to limited recharge
4/1/2015
<0.1001 NAI 60.1 <1.0 <5.01 NAI
871
<5.01
11.41
NAI
<101
NA
NA
NA
91,900
290,000
NA
8-1I 16.51 5091 2.21 17.41 7.5
Replaced PZ-1
9/8/2015
Not sampled due to blockage in casing. Adjacent surface water sample collected,
SS-35.
PZ was replaced
before
April 2016 sampling
event.
--
--
--
3/2016
3/7/2016
72,0001 NAI 1,1 <0.5 220 NA
110,000
] 58
2,800
NA
<5
NA
NA
NA
110,000
260,000
NA
Not measured - insufficient sample volume due to limited recharge
9/7/2016
Dry, no sample collected -- --
--
--
--
-
--
-
--
--
--
--
-- -- -- -- -- --
3/27/2017
Dry, no sample collected
-
3/27/2017
Dry, no sample collected
-
--
--
--
--
-- -- -- -- -- --
9/25/2017
Dry, no sample collected
-
-
3/5/2018
Dry, no sample collected
-
--
--
--
--
-- -- -- -- -- --
9/11/2018
Dry, no sample collected
-
3/19/2019
Dry, no sample collected -- --
--
--
--
-
1/4/2011
-- -- 120 <0.1 <5.0 --
770
<10
410
--
<10
--
--
--
180,000
360,000
--
Not measured - insufficient sample volume due to limited recharge
PZ-2
4/20/2011
4,200 <1.0 9.9 <0.1 6.9 2.7
, 7,400
3.4
410
0.14
<1.0
<1.0
<10
100
82,000
250,000
6,700
Not measured - insufficient sample volume due to limited recharge
9/25/2012
<50 <2.7 113 <50 <2.0 <2.0
106
<0.0040
38.9
<0.10
<5.0
<2.5
<5.0
2,000
306,000
767,000
--
Not measured - insufficient sample volume due to limited recharge
4/17/2013
222 <0.01 63.7 <1.0 <5.0 <5.0
247
<5.0
28.4
<2.0
<0.01
<5.0
<0.01
180
98,200
197,000
4,600
Not measured - insufficient sample volume due to limited recharge
9/10/2013
<0.1 <0.01 83.9 <1.0 <5.0 <5.0
83.8
<5.0
13.8
<2.0
<0.01
<5.0
<0.01
1,690
169,000
455,000
6,250
Not measured - insufficient sample volume due to limited recharge
4/6/2014
114 NA 54 <1.0 <5.0 NA
180
<5.0
12
NA
<10
NA
NA
NA
93,800
255,000
4,000
Not measured - insufficient sample volume due to limited recharge
4/1/2015
<0.100 NA 58.4 <1.0 <5.0 NA
159
0
9.7
NA
<10
NA
NA
NA
82,200
267,000
NA
8.21 15.91 4661 3.21 18.71 8.1
9/8/2015
41,000 NA 560 9.5 66 NA
85,000
30
9,600
NA
<20
NA
NA
NA
97,000
340,000
NA
Not measured - insufficient sample volume due to limited recharge
3/7/2016
49,000 NA 810 3.4 69 NA
110,000
34
16,000
NA
<5
NA
NA
NA
38,000
140,000
NA
Not measured - insufficient sample volume due to limited recharge
9/7/2016
1,900 NA 230 1.3 0 NA
19,000
8.5
4,500
NA
<5
NA
NA
NA
59,000
240,000
NA
Not measured - insufficient sample volume due to limited recharge
3/27/2017
1,100 NA 270 7.5 20 NA
33,000
8.1
6,400
NA
<5
NA
NA
NA
63,000
210,000
NA
Not measured - insufficient sample volume due to limited recharge
9/25/2017
15,000 NA 200 6.2 21 NA
24,000
8.4
2,600
NA
<5.0
NA
NA
NA
55,000
250,000
NA
7.51 21.31 3731 51 -191 14.5
3/5/2018
3,100 NA 220 9.3 5.3 NA
26,000
6.8
2,700
NA
<5.0
NA
NA
NA
66,000
240,000
--
Not measured - insufficient sample volume due to limited recharge
9/11/2018
14,000 NA 280 9.5 31 NA
45,000
16
1,800
NA
<5.0
NA
NA
NA
57,000
280,000
NA
Not measured - insufficient sample volume due to limited recharge
3/19/2019
55 NA 36 1.7 NA
390
<1.0
17
NA
<5.0
NA
NA
NA
25,000
120,000
NA
6.01 8.31 1921 611 1571 6.2
1/5/2011
- -- 140 <0.1 9.4 --
14,000
<10
1,700
--
<10
--
--
--
24,000
140,000
--
Not measured - insufficient sample volume due to limited recharge
PZ-3
4/21/2011
<0.04 <1.0 55 <0.1 <5.0 <1.0
6,700
<1.0
560
<0.10
<1.0
<1.0
<10
49
25,000
100,000
3,000
Not measured - insufficient sample volume due to limited recharge
9/25/2012
Could not be located, no sample collected -- --
--
--
--
--
--
--
--
--
--
--I "I ""I ""I ""I --
4/17/2013
914 <0.01 55.7 <1.0 <5.0 <5.0
1,090
<5.0
10.2
<2.0
<0.01
<5.0
<0.01
<0.02
30,500
87,000
3,200
Not measured - insufficient sample volume due to limited recharge
9/9/2013
<0.1 <0.01 68.6 <1.0 <5.0 <5.0
179
<5.0
7.2
<2.0
<0.01
<5.0
<0.01
67.5
45,200
158,000
13,300
Not measured - insufficient sample volume due to limited recharge
4/6/2014
205 NA 51.2 <1.0 <5.0 NA
265
<5.0
NA
<10
NA
NA
NA
25,200
119,000
2,500
Not measured - insufficient sample volume due to limited recharge
9/4/2014
<0.100 NA 80 <1.0 <5.0 NA
233
<5.0
62.5
NA
<10
NA
NA
NA
37,300
177,000
NA
Not measured - insufficient sample volume due to limited recharge
4/1/2015
143 NA 57.9 <1.0 <5.0 NA
335
<5.0
5.4
NA
<10
NA
NA
NA
30,400
105,000
NA
10.41 10.81 1781 4.61 12.01 9.9
9/8/2015
110 NA 82 <5 <10 NA
180
<10
17
NA
<20
NA
NA
NA
56,000
210,000
NA
Not measured - insufficient sample volume due to limited recharge
3/7/2016
16,000 NA 200 1.9 20 NA
56,000
10
400
NA
<1
NA
NA
NA
18,000
49,000
NA
Not measured - insufficient sample volume due to limited recharge
9/7/2016
Not sampled due to being washed out. Well casing found downstream of
--
--
--
--
--
-- - -- - --
3/27/2017
Not sampled due to being washed out. Well casing found downstream of
-
--
-
--
-- - --
9/25/2017
Not sampled due to being washed out. Well casing found downstream of
-
--
--
-
--
--
--
3/5/2018
Dry, no sample collected
--
--
9/11/2018
Dry, no sample collected
--
--
--
--
--
-- -- -- -- -- --
3/19/2019
Dry, no sample collected
I
--
--
--
--
--
-- -- -- -- --
Tables RJRTAsh LF.xlsx/Table Al -Historic Groundwater

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 9 of 9
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3,5001
10
700
2
10
1,000
7
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5 - 8.5
NE
NE
NE
NE
NE
NC 2B Surface Water Standard
87
50
1,0002
2
50
1,000
25
200 2
0.012
5
0.06
50
10,0002
250'0002
500'0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
1/5/2011
- 170 <0.1
10,000
<10
' 89
<10
--
-
--
46,000
190,000
Not measured - insufficient sample volume due to limited recharge
PZ-4
4/21/2011
170 <1.0 58 <0.1 <5.0 <1.0
450
<1.0
15
<0.10
<1.0
<1.0
<10
52
24,000
<10
2,300
Not measured - insufficient sample volume due to limited recharge
9/25/2012
168 <2.7 81.7 <50 <2.0 <2.0
285
<0.0040
40.5
<0.10
<5.0
<2.5
<5.0
<0.02
58,400
181,000
Not measured - insufficient sample volume due to limited recharge
4/17/2013
889 <0.01 53.7 <1.0 <5.0 <5.0
1,050
<5.0
12.4
<2.0
<0.01
<5.0
<0.01
<0.02
30,000
89,000
3,300
Not measured - insufficient sample volume due to limited recharge
9/9/2013
155 <0.01 61.7 <1.0 <5.0 <5.0
307
<5.0
15.8
<2.0
<0.01
<5.0
<0.01
54
31,500
131,000
3,530
Not measured - insufficient sample volume due to limited recharge
4/6/2014
295 NA 53.3 <1.0 <5.0 NA
399
<5.0
5.1
NA
<10
NA
NA
NA
24,200
113,000
2,500
Not measured - insufficient sample volume due to limited recharge
9/4/2014
<0.100 NA 77.5 <1.0 <5.0 NA
394
<5.0
52.4
NA
<10
NA
NA
NA
41,200
183,000
NA
Not measured - insufficient sample volume due to limited recharge
4/1/2015
133 NA 54.6 <1.0 <5.0 NA
249
<5.0
<5.0
NA
<10
NA
NA
NA
27,200
105,000
10.01 1621 4.21 16.61 8.9
9/8/2015
Not sampled due to insufficient water column. Adjacent surface water sample
collected, SS-75
-
-
--I --
3/7/2016
160,0001 NAI 2,500 14 200 NA
160,000
51
3,000
NA
<5
NA
NA
NA
45,000
160,000
Not measured - insufficient sample volume due to limited recharge
9/7/2016
Dry, no sample collected -- --
--
--
--
--
--
--
--
-- -- -- -- -- --
3/27/2017
Dry, no sample collected
-- - -- - --
3/27/2017
Dry, no sample collected
--
--
-- -- -- -- -- --
9/25/2017
Dry, no sample collected
- -- - --
3/5/2018
Dry, no sample collected
--
--
-- -- -- -- -- --
9/11/2018
2,200 NA 240 1.4 <5.0 NA
2,800
<1.0
33
NA
<5.0
NA
NA
NA
94,000
280,000
NA
-- - -- - -- -
3/19/2019
130 NA 79 1 < 5.0
200
< 1.0
12
NA
< 5.0
NA
NA
NA
31,000
120,000
NA
7.2 8.3 171 16 183 5.06
1/5/2011
92 <0.1 <5.0
1,300
<10
0 1,300
<10
--
130,000
510,000
Not measured - insufficient sample volume due to limited recharge
PZ-5
4/21/2011
5,300 <1.0 81 <0.1 10 14
13,000
2.9
710
0.10
2.2
<1.0
20
60
85,000
230,000
11,000
Not measured - insufficient sample volume due to limited recharge
9/25/2012
Dry, no sample collected -- -- --
--
--
--
-
--
--
--
--
-- -- -- -- -- --
4/17/2013
Dry, no sample collected
-- - -- -- -
9/9/2013
Dry, no sample collected
--
4/6/2014
<0.100 NA 66 <1.0 <5.0 NA
128
<5.0
NA
<10
NA
NA
NA
115,000
270,000
3,500
Not measured - insufficient sample volume due to limited recharge
9/4/2014
143 NA 129 <1.0 <5.0 NA
877
<5.0
567
NA
12.9
NA
NA
NA
306,000
765,000
NA
Not measured - insufficient sample volume due to limited recharge
4/1/2015
494 NA 83.4 <1.0 <5.0 NA
769
<5.0
82.3
NA
<10
NA
NA
NA
153,000
339,000
NA
7.01 10.51 5161 1.11 34.01 7.2
9/8/2015
Could not be located. Adjacent surface water sample collected, SS-65.
-
--
3/7/2016
41,000 NA 2,500 52 <130 NA
1,300,000
27
32,000
NA
<25
NA
NA
NA
63,000
150,000
NA
Not measured - insufficient sample volume due to limited recharge
9/7/2016
740 NA 58 0.27 <5.0 NA
6,800
120
NA
<25
NA
NA
NA
28,000
110,000
NA
Not measured - insufficient sample volume due to limited recharge
3/27/2017
10,000 NA 510 5.8 30 NA
300,000
5.8
1,100
NA
<25
NA
NA
NA
150,000
350,000
NA
Not measured - insufficient sample volume due to limited recharge
9/25/2017
6,000 NA 380 0.93 11 NA
250,000
2.7
880
NA
<5.0
NA
NA
NA
210,000
450,000
NA
6.91 18.81 5811 12681 461 2.5
3/5/2018
630 370 1.6 3.2
230,000
1.6
2,000
2.5
NA
NA
NA
140,000
340,000
NA
7.0 11.0 447 149 11.9
9/11/2018
8,000 NA 410 8 17 NA
170,000
3.7
5,300
NA
<5.0
NA
NA
NA
140,000
360,000
NA
Not measured - insufficient sample volume due to limited recharge
3/19/2019
2,000 NA 55 3.2 NA
3,400
1 37
NA
< 5.0
NA
NA
NA
55,000
160,000
NA
5.81 8.01 210.61 1201 1741 4.4
All concentrations in micrograms per liter (ug/L) unless otherwise noted
NE - Not established ' - No 2L standard established. NCDW M SWS Groundwater Protection presented
-- - Not sampled 2 - No freshwater aquatic life standard established. Water Supply criteria presented
Bold with gray background indicates exceedance of NC Groundwater Standard Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC
discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
Tables RJRTAsh LF.xlsx/Table A1-Historic Groundwater

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 1 of 8
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3,5001
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
NC 2B Surface Water Standard
87
50
1,0002
2
50
7
1,000
25
200 2
0.012
5
0.06
50
10,0002
250,0002
500,0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
04/29/88
<152
<10
118
8
<16
<19
86
<24
<14
<0.20
<5.0
<14
15
220
64,000
220,000
2,810
6.8
SS-01
07/13/89
<10
100
<2.0
<20
--
<5.0
<0.20
<10
<10
--
(RHSS-001)
09/06/90
--
<10
64
<1.0
--
--
--
<2.5
--
<0.20
<5.0
<5.0
--
--
--
--
--
7.9
Surface Water-
09/21/90
140
<10
<80
4.8
<40
<20
200
<5.0
<20
<0.20
<5.0
<10
<20
520
40,000
352,000
12,000
7.2
11.6
490
Upstream
10/23/91
109
<10
<80
<2.0
<20
<20
<100
<5.0
<20
<0.20
<5.0
<10
<20
150
108,000
248,000
12,000
7.9
17.2
381
03/25/92
4,150
<10
<80
3.4
<20
<20
5,000
15.8
64
<0.20
<5.0
<10
<20
250
9,400
185,000
14,000
5.8
11.3
126
09/29/92
<100
<10
<100
<2.0
<40
<20
160
<5.0
85
<0.20
<5.0
<10
<20
190
84,000
241,000
2,000
5.7
13.8
356
03/31/93
<200
<10
<100
<2.0
<20
<20
400
<5.0
77
<0.20
<5.0
<10
29
1,340
70,400
127,000
2,000
5.9
13.0
207
09/17/93
240
<10
<125
<2.0
<20
<20
598
<5.0
28
<0.20
<5.0
<10
<20
450
77,400
251,000
3,000
7.1
20.9
360
03/30/94
220
<10
<120
<2.0
<20
<20
873
<5.0
30
<0.20
<5.0
<10
<20
250
30,600
108,000
5,000
5.9
14.0
380
09/30/94
1,300
<10
<250
<2.0
<20
<20
1,690
6
84
<0.20
<5.0
<10
<20
430
64,800
255,000
30,000
7.1
19.1
332
03/31/95
3,580
<10
<250
<2.0
<20
<20
2,440
<5.0
106
<0.20
<5.0
<10
246
190
48,900
211,000
<5.0
7.8
13.9
290
09/29/95
200
<10
<250
<2.0
<20
<20
358
7
38
<0.20
<5.0
<10
<20
500
70,000
264,000
3,740
5.2
13.9
458
03/30/96
279
<10
<250
<2.0
<20
<20
547
<5.0
14
<0.20
<5.0
<10
<20
185
31,300
129,000
1,790
6.7
11.0
193
09/27/96
125
<10
<250
<2.0
<20
<20
300
5
21
<0.20
<5.0
<10
95
290
56,100
225,000
2,360
7.7
19.0
336
03/29/97
307
<10
<250
<2.0
<20
<20
552
<5.0
16
<0.20
<5.0
<10
13
225
30,000
138,000
3,040
7.6
16.0
94
09/17/97
476
<10
<250
<2.0
<20
<20
835
<5.0
40
<0.20
<5.0
<10
169
625
47,400
224,000
1,670
7.9
19.0
319
03/27/98
190
<10
<250
<2.0
<20
<20
685
<5.0
12
<0.20
<10
<10
61
680
38,700
163,000
5,230
7.6
18.6
473
0
09/30/98
126
<10
<250
<2.0
<20
<20
540
6
33
<0.20
<10
<10
<20
300
28,000
177,000
4,090
7.2
18.0
322
03/31/99
239
<10
<250
<2.0
<20
<20
332
<5.0
44
<0.20
<10
<10
<20
120
63,200
191,000
2,490
7.1
16.0
247
09/29/99
1,530
<10
<250
<2.0
<20
<20
3,330
5
88
<0.20
<10
<10
<20
90
23,200
143,000
8,810
7.8
16.0
308
09/15/00
327
<10
<250
<2.0
<20
<20
166
<5.0
38
<0.20
<10
<10
<20
160
26,100
157,000
5,080
7.3
19.0
410
03/16/00
117
<10
<250
<2.0
<20
<20
1,940
<5.0
922
<0.20
<10
<10
<20
199
50,900
202,000
3,780
03/23/01
<10
<250
<2.0
<20
<20
158
<5.0
10
<0.20
<10
<10
<20
<50
26,100
113,000
2,810
6.9
16.0
150
10/04/01
116
<10
<250
<2.0
<20
<20
<100
<5.0
29
<0.20
<10
<10
<20
300
99,000
343,000
5,300
7.4
19.0
440
03/28/02
<100
<10
<250
<2.0
<20
<20
201
<5.0
10
--
<10
<10
27
320
41,900
177,000
3,180
7.0
11.0
400
10/03/02
317
<10
<250
<2.0
<20
<20
767
<5.0
52
<0.20
<10
<10
<20
750
73,300
300,000
3,070
19.0
330
03/25/03
673
<10
<250
<2.0
<20
<20
607
<5.0
24
<0.20
<10
<10
<20
115
31,600
119,000
2,080
6.9
18.0
440
10/02/03
<100
<10
<250
<2.0
<20
<20
705
<5.0
72
<0.20
<10
<10
<20
446
29,400
181,000
2,380
6.3
15.0
249
04/28/04
<100
<10
<250
<2.0
<20
<20
179
<5.0
80
<0.20
<10
<10
<20
374
70,400
176,000
2,060
-
11.7
281
10/26/04
145
<10
<250
<2.0
<20
<20
132
<5.0
36
<0.20
<10
<10
<20
209
58,800
217,000
2,620
397
04/27/05
<100
<10
<250
<2.0
<20
<20
105
<5.0
11
<0.20
<10
<10
<20
149
41,400
174,000
2,150
294
10/20/05
347
<10
<250
<2.0
<20
84
453
<5.0
15
<0.20
<10
<10
' 55
288
47,600
213,000
9,500
232
10/19/06
937
<10
<250
<2.0
<20
<20
1,630
<5.0
130
<0.20
<10
<10
22
226
59,200
168,000
2,970
423
04/27/07
446
<10
<250
<2.0
<20
<20
1,240
<5.0
18
<0.20
<10
<10
<20
188
27,400
128,000
3,600
209
11/19/07
<100
<10
<250
<2.0
<20
<20
104
<5.0
11
<0.20
<10
<10
<20
117
61,500
243,000
3,540
371
04/30/08
170
<10
<250
<2.0
<20
<20
242
<5.0
21
<0.20
<10
<10
<20
238
56,300
171,000
2,690
260
10/29/08
<100
<10
56.4
0.3
<10
3
20.6
<10
6
0.05
<10
<10
50.9
229
76,300
254,000
2,870
392
04/30/09
<100
<10
64.8
<1.0
<10
<10
77.8
5.4
8.3
<0.20
<10
15.9
302
52,300
211,000
4,470
325
-
08/26/09
--
72
<1.0
<5.0
--
160
<5.0
14
--
<20
--
45,000
8.1
22.0
1,490
10.0
94
9.1
10/12/09
89
2.7
63
<1.0
0.8
1.1
86
<5.0
7.3
<0.20
<20
<5.0
<0.30
370
49,000
240,000
8,600
7.8
13.1
2,380
8.9
160
12.7
04/19/10
190
<10
64
<1.0
<5.0
<10
240
<5.0
12
<0.20
<20
<5.0
<0.030
400
33,000
190,000
4,900
8.1
12.0
557
63.1
199
10.7
10/11/10
52
1.1
71
<1.0
1.6
<0.025
160
<5.0
16
<0.20
<5.0
<5.0
36
640
40,000
240,000
3,300
7.8
16.5
455
8.0
107
12.8
04/20/11
62
<1.0
66
<0.1
<5.0
<1.0
280
<1.0
13
<0.10
<1.0
<1.0
<10
300
30,000
140,000
3,400
7.6
18.0
270
4.0
211
9.7
10/18/11
153
<5.01
76.7
<1.0
<5.0
<5.0
190
<5.01
9.6
<0.201
<10
<5.01
<10
250
39,200
210,000
5,700
7.5
16.9
289
8.3
236
9.6
Tables RJRT Ash LF.xlsx/Table A2-Historic Surface Water

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 8
0
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,'
3
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r
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3 x
Location / ID
Date
3
0
3
3
3
Q
3
`��°
N
°
_
N
<
`°
NC 2L Ground Water Standard
3,5001
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
NC 2B Surface Water Standard
87
50
1,0002
2
50
7
1,000
25
200 2
0.012
5
0.06
50
10,0002
250,0002
500,0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
SS-01
03/16/12
170
<5.0
82.5
<1.0
<5.0
<5.0
238
<5.0
11
<0.20
<10
<5.0
<10
<0.20
37,400
221,000
4,800
7.8
15.7
359 2.5
-27
11.3
(continued)
09/24/12
147
<2.7
94.1
<50
<2.0
<2.0
146
<4.0
10.2
<0.10
<5.0
<2.5
<5.0
450
47,700
257,000
7.7
15.7
589 21.3
153
8.7
04/17/13
366
<10
73.5
<1.0
<5.0
<5.0
492
<5.0
12.4
<0.20
<10
<5.0
<10
140
29,000
131,000
4,400
8.0
20.9
297 4.9
76
6.9
09/09/13
179
<10
87.1
<1.0
<5.0
<5.0
240
<5.0
18.1
<0.20
<10
<5.0
<10
470
41,700
203,000
7,210
8.4
20.6
347 5.4
-173
9.4
04/06/14
<100
NA
62.2
<1.0
<5.0
NA
137
<5.0
60.6
NA
<10
NA
NA
NA
70,000
224,000
4,100
7.9
9.6
381 5.1
142
11.7
09/03/14
122
NA
82.6
<1.0
<5.0
NA
264
<5.0
64.7
NA
<10
NA
NA
NA
93,400
339,000
NA
8.0
21.1
396 8.0
47
7.3
04/01/15
146
NA
72.2
<1.0
<5.0
NA
291
<5.0
58.6
NA
<10
NA
NA
NA
69,100
216,000
NA
7.8
17.1
552 3.1
40
9.7
09/09/15
7,600
NA
190
<5
11
NA
12,000
6.2
660
NA
<20
NA
NA
NA
93,000
280,000
NA
Not measured
03/08/16
240
NA
63
<0.1
<5
NA
350
<1
20
NA
<1
NA
NA
NA
29,000
93,000
NA
8.9
9.1
440 NM
98.1
12.3
09/07/16
57
NA
72
<0.1
<5
NA
210
<1
5.2
NA
<1
NA
NA
NA
32,000
210,000
NA
8.6
21.9
298 3.6
49.0
8.1
(Dup-01)
09/07/16
71
NA
67
<0.1
<5
NA
220
<1
6.3
NA
<1
NA
NA
NA
35,000
200,000
NA
--
-
03/27/17
160
NA
61
<0.5
<5
NA
1,400
<1
800
NA
3.6
NA
NA
NA
460,000
1,000,000
NA
7.6
17.0
1.3 0.0
68.0
0
10.6
resample
05/09/17
590
NA
57
<0.5
<5
NA
660
<1
6.8
NA
<5
NA
NA
NA
23,000
150,000
NA
Not measured
- see
3/27/17 field parameters
09/25/17
130
NA
84
<0.50
<5.0
NA
250
<1.0
8.6
NA
<5.0
NA
NA
NA
40,000
240,000
NA
8.0
20.2
322 3.3
61
8.2
03/05/18
55
NA
69
<0.50
<5.0
NA
140
<1.0
9.2
NA
<5.0
NA
NA
NA
38,000
190,000
NA
8.1
11.1
289 3.2
186
10.3
09/11/18
150
NA
84
<0.50
<5.0
NA
470
<1.0
22
NA
<5.0
NA
NA
NA
36,000
1,200,000
NA
8.1
21.8
380 6.1
101
5.8
03/18/19
230
NA
51
< 0.50
< 5.0
NA
590
< 1.0
7.4
NA
< 5.0
NA
NA
NA
20,000
150,000
NA
7.7
11.7
212 10.0
213
13.5
09/21/90
130
<10
94
4.6
<20
<20
100
<5.0
<0.20
<10
<10
<20
1,140
47,000
141,000
15,000
7.5
14.6
607
SS-02
10/23/91
-
<10
170
<2.0
<20
<20
820
<5.0
711
<0.20
<10
<10
80
1,020
490,000
806,000
10,000
7.8
18.0
1,280
RHSS-002
03/26/92
7,650
<10
<250
2.1
<20
<20
8,070
12.9
130
<0.20
<10
<10
<20
250
13,100
149,000
12,000
6.0
11.5
ill
Surface Water-
09/30/92
330
<10
<250
<2.0
<20
<20
<5.0
<0.20
<10
<20
550
183,000
474,000
3,000
6.1
15.1
778
Downstream
03/31/93
208
<10
<250
<2.0
<20
<20
675
<5.0
327
<0.20
<10
<10
<20
350
70,400
185,000
4,000
5.8
14.1
341
09/17/93
470
<10
<250
<2.0
<20
<20
1,270
<5.0
722
<0.20
<10
<10
<20
2,300
154,000
523,000
4,000
7.5
22.2
754
03/30/94
220
<10
<250
<2.0
32
<20
1,120
<5.0
117
<0.20
<10
<10
165
320
40,000
143,000
6.0
14.4
692
09/30/94
120
<10
<250
<2.0
<20
28
470
<5.0
356
<0.20
<10
<10
24
325
135,000
397,000
37,900
7.4
18.6
573
03/31/95
165
<10
<250
<2.0
<20
<20
526
<5.0
332
<0.20
<10
<10
41
750
102,000
342,000
7.9
14.5
496
09/29/95
406
<10
<250
<2.0
<20
<20
1,020
6
598
<0.20
<10
<10
<20
1,030
155,000
505,000
2,680
5.6
13.5
1,095
03/30/96
426
<10
<250
<2.0
<20
<20
787
<5.0
250
<0.20
<10
<10
<20
190
30,600
198,000
2,990
6.5
12.0
282
09/27/96
61
<10
<250
<2.0
<20
<20
227
10
262
<0.20
<10
<10
47
750
147,000
409,000
3,190
7.6
20.0
613
03/29/97
209
<10
<250
<2.0
<20
<20
644
<5.0
246
<0.20
<10
<10
10
450
72,800
255,000
2,470
7.8
16.0
224
09/17/97
165
<10
<250
<2.0
<20
<20
428
6
333
<0.20
<5.0
<10
153
2,210
160,000
5629000
2,430
7.8
18.0
826
03/27/98
220
<10
<250
<2.0
<20
<20
960
<5.0
363
<0.20
<10
<10
32
550
94,200
324,000
3,960
7.8
17.5
724
09/30/98
100
<10
<250
<2.0
<20
<20
595
<5.0
351
<0.20
<10
<10
<20
1,550
89,200
444,000
6,850
7.4
19.0
368
03/31/99
129
<10
<250
<2.0
<20
<20
947
<5.0
587
<0.20
<10
<10
<20
1,550
204,000
420,000
3,260
7.4
17.0
340
09/29/99
1,380
<10
<250
<2.0
<20
<20
3,030
<5.0
147
<0.20
<10
<10
21
160
45,700
173,000
8,100
7.6
17.0
623
09/15/00
283
<10
<250
<2.0
<20
<20
225
<5.0
416
<0.20
<10
<10
<20
1,240
170,000
439,000
6,580
7.4
20.0
640
03/16/00
<10
<250
<2.0
<20
<20
960
<5.0
464
<0.20
<10
<10
<20
1,180
175,000
500,000
3,750
03/23/01
108
<10
<250
<2.0
<20
<20
260
7
135
<0.20
<10
<10
34
103
71,900
224,000
3,080
6.6
16.0
170
10/04/01
166
<10
<250
<2.0
<20
<20
746
8
910
<0.20
<10
<10
<20
6,320
421,000
1,2509000
27,000
7.2
19.0
680
03/28/02
121
<10
<250
<2.0
<20
<20
502
<5.0
206
--
<10
<10
<20
320
127,000
405,000
2,970
7.4
11.0
510
10/03/02
220
<10
<250
<2.0
<20
<20
494
<5.0
549
<0.20
<10
<10
<20
1,110
266,000
5179000
4,280
5.8
18.0
130
03/25/03
1,570
<10
<250
<2.0
<20
<20
1,280
6
264
<0.20
<10
<10
24
162
90,300
234,000
1,910
6.0
18.0
1,260
duplicate
03/25/03
1,750
<10
<250
<2.0
<20
<20
1,320
--5.0
265
<0.20
<10
<10
24
194
94,600
235,000
2,000
6.0
18.0
1,260
10/02/03
<100
<10
<250
<2.0
<20
<20
1,010
'5.0
546
<0.20
<10
<10
<20
610
115,000
395,000
2,500
6.5
14.0
556
Tables RJRT Ash LF.xlsx/Table A2-Historic Surface Water

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 3 of 8
0
Z
CD
x
v
o
N.
v
o
o
cD
D
n
cn
CD°
3
3 3
CD
�1
CD
n
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n
o
n
°o
v
m
r
cn
°
C�
v
m m
o c
N
Z c
s
CD
a
0
Sample
,'
3
o 3
r
o
o
u m
0
3 x
Location / ID
Date
3
0
3
3
3
Q
m
3
c'i
`��°
m
CL
°
_
m
N
<
`°
NC 2L Ground Water Standard
3,5001
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
NC 2B Surface Water Standard
87
50
1,0002
2
50
7
1,000
25
200 2
0.012
5
0.06
50
10,0002
250,0002
500,0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
SS-02
04/28/04
109
<10
<250
<2.0
<20
<20
400
<5.0
417
<0.20
<10
<10
<20
608
220,000
394,000
2,260
12.7
623
(continued)
10/26/04
216
<10
<250
<2.0
<20
<20
839
<5.0
582
<0.20
<10
<10
<20
2,000
276,000
554,000
3,060
807
04/27/05
<100
<10
<250
<2.0
<20
<20
356
<5.0
272
<0.20
<10
<10
<20
648
37,600
460,000
2,480
737
10/20/05
<100
<10
<250
<2.0
<20
72
1,120
<5.0
330
<0.20
<10
<10
48
546
240,000
571,000
3,400
419
10/19/06
530
<10
<250
<2.0
<20
<20
1,060
<5.0
534
<0.20
<10
<10
32
299
204,000
422,000
3,490
550
04/27/07
389
<10
<250
<2.0
<20
<20
811
<5.0
488
<0.20
<10
<10
<20
333
439,000
303,000
4,420
511
11/19/07
<100
<10
<250
<2.0
<20
<20
136
<5.0
308
<0.20
<10
<10
23
258
300,000
647,000
3,540
908
04/30/08
<100
<10
<250
<2.0
<20
<20
278
<5.0
254
<0.20
<10
<10
46
285
159,000
371,000
2,740
569
10/29/08
<100
<10
56.3
0.24
<10
<10
128
<10
318
<0.20
<10
<10
14.2
407
342,000
708,000
3,430
1,070
04/30/09
<100
<10
60.8
<1.0
<10
<10
89.4
<10
222
<0.20
<10
<10
19.2
499
201,000
518,000
3,390
821
O8/26/09
--
71
<1.0
<5.0
--
110
<5.0
220
--
<20
--
310,000
7.8
21.6
2,120 6.4
101
6.4
10/12/09
43
5.1
60
<1.0
0.8
<10
45
<5.0
48
<0.20
<20
<5.0
<0.30
320
210,000
510,000
10,300
7.8
13.3
3,360 8.7
123
13.0
04/19/10
<100
<10
64
<1.0
<5.0
<10
260
<5.0
260
<0.20
<20
<5.0
<0.030
420
150,000
390,000
6,300
7.6
10.6
632 60.1
181
10.2
10/11/10
<250
1.1
69
<1.0
1.4
<0.025
270
<5.0
310
<0.20
8.9
<5.0
6.4
1,200
250,000
660,000
4,700
7.6
15.2
999 0.0
113
8.3
04/20/11
<40
<1.0
63
<0.1
<5.0
<1.0
270
<1.0
150
<0.10
4
<1.0
<10
630
120,000
360,000
3,000
7.6
18.6
602 4.2
241
9.7
10/18/11
<100
<5.0
74.9
<1.0
<5.0
<5.0
181
<5.0
266
<0.20
<10
<5.0
<10
470
202,000
5829000
7,300
7.4
17.6
536 4.6
248
9.7
03/16/12
<100
<5.0
71.8
<1.0
<5.0
<5.0
171
<5.0
65.8
<0.20
<10
<5.0
<10
1,600
152,000
614,000
6,300
7.6
15.4
781 3.4
15
11.5
09/25/12
<50
<2.7
97.6
<50
<2.0
<2.0
236
<4.0
301
<0.10
<5.0
<2.5
<5.0
1,600
400,000
858,000
8.5
16.2
1,420 9.7
181
9.1
04/17/13
194
<10
71.4
<1.0
<5.0
<5.0
242
<5.0
110
<0.20
<10
<5.0
<10
210
79,100
207,000
5,000
8.1
20.8
382 4.7
79.6
8.0
09/10/13
<100
<10
83
<1.0
<5.0
<5.0
135
<5.0
102
<0.20
<10
<5.0
<10
1,160
167,000
493,000
6,290
8.0
19.8
657 8.2
99.8
7.1
04/06/14
133
NA
56.4
<1.0
<5.0
NA
194
<5.0
21.2
NA
<10
NA
NA
NA
87,000
277,000
5,000
8.9
14.0
445 7.5
138
12.1
09/03/14
<100
NA
83.7
<1.0
<5.0
NA
68.6
<5.0
11.1
NA
<10
NA
NA
NA
158,000
5269000
NA
8.1
23.4
733 2.5
61.3
5.1
04/01/15
<100
NA
59
<1.0
<5.0
NA
96.1
<5.0
16.7
NA
<10
NA
NA
NA
92,200
297,000
NA
8.1
15.0
508 1.8
9.6
8.1
9/8/2015
260
NA
100
<5
1.1
NA
450
<10
70
NA
<20
NA
NA
NA
160,000
460,000
NA
Not measured
03/08/16
150
NA
65
<0.1
<5
NA
260
<1
36
NA
1.7
NA
NA
NA
61,000
180,000
NA
8.4
8.5
368 NM
227
11.3
09/07/16
150
NA
81
<0.1
<5
NA
490
<1
44
NA
<1.0
NA
NA
NA
86,000
300,000
NA
8.5
21.8
452 4.6
89
8.4
03/27/17
65
NA
74
<0.5
<5
NA
210
<1
11
NA
<5
NA
NA
NA
68,000
250,000
NA
7.2
16.1
403 1.8
169
9.6
09/25/17
86
NA
88
<0.50
<5.0
NA
200
<1.0
43
NA
<5.0
NA
NA
NA
88,000
310,000
NA
8.0
19.7
458 1.2
184
8.4
03/05/18
37
NA
69
<0.50
<5.0
NA
160
<1.0
27
NA
<5.0
NA
NA
NA
92,000
300,000
NA
8.0
9.9
457 4.6
179
11.8
09/11/18
<40
NA
83
<0.50
<5.0
NA
250
<1.0
52
NA
<5.0
NA
NA
NA
89,000
320,000
NA
7.9
22.1
533 4.8
110
5.1
03/18/19
150
NA
47
< 0.50
< 5.0
NA
530
< 1.0
23
NA
< 5.0
NA
NA
NA
34,000
170,000
NA
6.9
10.7
250 7.7
175
12.3
SS-10
08/11/09
--
65
<1.0
<5.0
12,000
<5.0
400
--
<20
--
11,000
7.1
20.6
1,890 42.9
-40
3.4
SS-15
08/11/09
--
52
<1.0
<5.0
900
<5.0
35
--
<20
--
7,500
7.8
20.7
1,840 52.5
114
9.7
08/11/09
--
58
<1.0
<5.0
800
<5.0
46
--
<20
--
8,200
8.4
23.9
1,112 27.3
58
7.6
SS-20
04/21/11
190
<10
54
<0.1
<5.0
<1.0
550
<1.0
17
<0.10
<1.0
<1.0
<10
100
4,800
96,000
1,900
7.7
14.6
87 14.2
128
9.4
09/24/12
378
<2.7
51.4
<50
<2.0
<2.0
1,580
<4.0
51.1
<0.10
<5.0
<2.5
<5.0
<0.02
3,600
89,000
7.3
15.6
146 10.3
159
8.6
04/17/13
788
<10
56
<1.0
<5.0
<5.0
1,050
<5.0
19.8
<0.20
<10
<5.0
<10
<0.02
5,600
55,000
2,800
7.5
19.8
283 7.2
158
8.7
09/09/13
456
<10
60.3
<1.0
<5.0
<5.0
1,170
<5.0
48.4
<0.20
<10
<5.0
<10
274
3,610
78,000
2,280
7.4
21.7
97 9.7
24.2
8.4
04/06/14
126
NA
54.2
<1.0
<5.0
NA
269
<5.0
6
NA
<10
NA
NA
NA
5,200
68,000
1,900
8.1
9.6
212 14.4
135
10.3
09/03/14
818
NA
73.7
<1.0
<5.0
NA
2,450
<5.0
71.4
NA
<10
NA
NA
NA
3,600
97,000
NA
7.4
20.6
100 20.9
-12.5
5.3
04/01/15
2,320
NA
105
<1.0
<5.0
NA
4,840
<5.0
99.1
NA
<10
NA
NA
NA
5,000
66,000
NA
7.7
14.9
103 7.3
7.2
7.6
09/09/15
4,700
NA
130
<5
5.8
NA
7,600
<10
170
NA
<20
NA
NA
NA
3,500
90,000
NA
Not measured
03/08/16
470
NA
53
<0.1
<5
NA
450
<1
8.9
NA
<1
NA
NA
NA
4,300
65,000
NA
7.9
12.1
741 NM
114
8.7
Tables RJRT Ash LF.xlsx/Table A2-Historic Surface Water

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 4 of 8
0
Z
CD
x
v
o
N.
v
o
o
cD
D
n
cn
CD°
3
3 3
CD
�1
CD
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cn
°
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N
Z c
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CD
a
0
Sample
�'
3
o
-°o
-
r
o
o
u m
�
3 x
cc
Location / ID
Date
3
0
3
3
35
�
Q
3
`��°
N
°
_
N
<
`°
NC 2L Ground Water Standard
3,500 1
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
NC 2B Surface Water Standard
87
50
1,0002
2
50
7
1,000
25
200 2
0.012
5
0.06
50
10,0002
250,0002
500,0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
SS-20
09/07/16
310
NA
59
<0.1
<5
NA
1,100
36
NA
<1
NA
NA
NA
1,600
89,000
NA
7.6
19.4
80 3.2
59
8.4
(continued)
03/27/17
2,400
NA
120
<0.5
<5
NA
4,700
1.4
280
NA
<5
NA
NA
NA
31,000
62,000
NA
7.5
16.3
179 9.7
98
9.0
09/25/17
3,200
NA
110
<0.50
4.6
NA
5,500
1.6
140
NA
<5.0
NA
NA
NA
2,900
69,000
NA
6.9
20.4
84 16.1
-22
6.0
03/05/18
120
NA
57
<0.50
<5.0
NA
420
<1.0
23
NA
<5.0
NA
NA
NA
4,100
80,000
NA
7.6
10.8
74 7.0
201
9.6
09/11/18
370
NA
67
<0.50
<5.0
NA
1,600
<1.0
85
NA
<5.0
NA
NA
NA
3,300
75,000
NA
7.6
21.3
117 24.3
70
5.1
03/18/19
550
NA
54
< 0.50
< 5.0
NA
680
< 1.0
8.1
NA
< 5.0
NA
NA
NA
4,300
84,000
NA
7.5
10.5
70 13.2
219
8.9
08/11/09
--
60
<1.0
<5.0
590
<5.0
53
--
<20
--
28,000
8.4
22.1
1,830 32.1
75
7.6
SS-25
04/21/11
150
<10
50
<0.1
<5.0
<1.0
47
<1.0
8.2
<0.10
<1.0
<1.0
<10
40
5,000
100,000
1,900
7.6
14.8
89 15.5
128
9.7
09/24/12
508
<2.7
52.2
<50
<2.0
<2.0
1,580
<4.0
103
<0.10
<5.0
<2.5
<5.0
20
39,800
156,000
7.2
15.9
257 13.6
145
8.4
04/17/13
820
<10
54.9
<1.0
<5.0
<5.0
1,170
<5.0
32.6
<0.20
<10
<5.0
<10
<0.02
5,800
62,000
2,900
7.5
19.6
336 6.8
163
8.9
09/09/13
345
<10
54.3
<1.0
<5.0
<5.0
809
<5.0
23.8
<0.20
<10
<5.0
<10
60.9
3,650
82,000
2,590
7.4
20.3
134 5.9
23.7
8.3
04/06/14
310
NA
51.1
<1.0
<5.0
NA
555
<5.0
13.8
NA
<10
NA
NA
NA
5,500
75,000
2,000
7.1
9.6
83 11.9
86.6
10.4
09/03/14
2,000
NA
83.3
<1.0
<5.0
NA
3,880
<5.0
79.3
NA
<10
NA
NA
NA
3,400
100,000
NA
7.4
21.4
92 32.1
-11.9
5.6
04/01/15
292
NA
53.4
<1.0
<5.0
NA
649
<5.0
10.6
NA
<10
NA
NA
NA
5,200
74,000
NA
7.1
15.0
89 9.5
16.3
5.9
09/09/15
660
NA
63
<5
<10
NA
1,500
<10
58
NA
<20
NA
NA
NA
3,700
85,000
NA
Not measured
03/08/16
1,700
NA
92
<0.1
<5
NA
2,500
1.8
90
NA
<1
NA
NA
NA
4,700
83,000
NA
8.3
12.8
73 NM
63.0
11.8
09/07/16
1,400
NA
77
<0.1
<5
NA
3,200
<1
81
NA
<1
NA
NA
NA
1,700
86,000
NA
8.0
19.7
64 2.9
43.0
8.2
03/27/17
390
NA
62
<0.5
<5
NA
590
<1
9.4
NA
<5
NA
NA
NA
3,100
73,000
NA
7.6
16.7
121 7.4
101.0
8.0
09/25/17
780
NA
56
<0.50
1.6
NA
1,200
0.29
27
NA
<5.0
NA
NA
NA
2,500
74,000
NA
7.1
20.0
88 11.5
15.3
6.9
03/05/18
210
NA
47
<0.50
<5.0
NA
400
<1.0
15
NA
<5.0
NA
NA
NA
4,200
78,000
NA
7.8
11.4
78 13.5
191.0
8.8
09/11/18
270
NA
53
<0.50
<5.0
NA
1,100
<1.0
32
NA
<5.0
NA
NA
NA
2,600
88,000
NA
7.2
21.4
123 18.3
82.8
5.0
03/18/19
610
NA
51
< 0.50
< 5.0
NA
700
< 1.0
5.5
NA
< 5.0
NA
NA
NA
4,400
69,000
NA
7.8
10.3
70 14.4
226.5
8.4
08/11/09
--
72
<1.0
<5.0
--
150
<5.0
25
--
<20
--
--
95,000
8.5
22.8
5,250 21.7
57
8.1
SS-30
01/05/11
--
77
<0.1
<5.0
--
330
<10
130
--
<10
--
--
63,000
370,000
8.6
3.9
388 6.9
132
10.4
04/20/11
<40
<1.0
67
<0.1
<5.0
<1.0
220
<1.0
89
<0.10
<1.0
<1.0
<10
330
27,000
160,000
2,800
7.4
17.9
283 3.9
238
9.5
09/24/12
163
<2.7
88
<50
<2.0
<2.0
175
<4.0
19.8
<0.10
<5.0
<2.5
<5.0
280
84,700
312,000
7.8
15.4
567 14.9
152
8.8
04/17/13
352
<10
76.4
<1.0
<5.0
<5.0
455
<5.0
13.2
<0.20
<10
<5.0
<10
190
31,000
144,000
18,200
7.8
21.1
268 8.7
62.1
6.2
09/09/13
158
<10
86.2
<1.0
<5.0
<5.0
237
<5.0
18.6
<0.20
<10
<5.0
<10
498
45,600
220,000
4,990
8.1
20.4
318 4.6
17.9
7.1
04/06/14
<100
NA
61.6
<1.0
<5.0
NA
159
<5.0
<5.0
NA
<10
NA
NA
NA
33,200
170,000
4,000
8.0
9.5
270 5.5
159
16.2
09/03/14
145
NA
84.3
<1.0
<5.0
NA
277
<5.0
16.4
NA
<10
NA
NA
NA
43,600
253,000
NA
8.4
21.4
308 11.0
16.6
7.0
04/01/15
173
NA
67.1
<1.0
<5.0
NA
291
<5.0
11.2
NA
<10
NA
NA
NA
43,200
191,000
NA
7.9
16.5
348 6.3
6.2
7.7
09/09/15
<400
NA
86
<5
<10
NA
110
<10
5.8
NA
<20
NA
NA
NA
98,000
280,000
NA
Not measured
03/08/16
870
NA
67
<0.1
<5
NA
1,000
<1
32
NA
<1
NA
NA
NA
31,000
150,000
NA
8.5
9.3
275 NM
164
12.0
09/07/16
470
NA
70
<0.1
<5
NA
970
<1
44
NA
<1
NA
NA
NA
48,000
27,000
NA
8.5
21.6
357 2.8
48
8.5
03/27/17
160
NA
70
<0.5
<5
NA
50
<1
10
NA
<5
NA
NA
NA
41,000
200,000
NA
7.8
16.1
343 2.8
114
10.3
09/25/17
200
NA
91
<0.50
<5.0
NA
360
<1.0
11
NA
<5.0
NA
NA
NA
41,000
220,000
NA
7.9
20.9
335 3.8
66
7.8
03/05/18
66
NA
64
<0.50
<5.0
NA
180
<1.0
9.8
NA
<5.0
NA
NA
NA
51,000
240,000
NA
8.0
17.0
357 9.7
197
11.0
09/11/18
130
NA
71
<0.50
<5.0
NA
480
<1.0
26
NA
<5.0
NA
NA
NA
52,000
260,000
NA
8.1
21.3
442 10.2
106
6.1
03/18/19
360
NA
54
< 0.50
< 5.0
NA
880
< 1.0
19
NA
< 5.0
NA
NA
NA
24,000
150,000
NA
7.9
11.5
239 13.0
217
10.1
SS-35 3
9/8/2015
<400
NA
100
<5
<10
NA
72
<10
28
NA
<20
NA
NA
NA
170,000
470,000
NA
--
Not measured
--
08/26/09
91
<1.0
<5.0
--
80
<5.0
22
<20
--
--
-
300,000
7.8
21.3
2,050 7.1
89
7.9
SS-40
04/20/11
57
<1.0
59
<0.1
<5.0
<1.0
330
<1.0
59
0.25
2.1
<1.0
<10
810
110,000
270,000
2,900
7.3
17.5
494 4.61
223
10.2
Tables RJRT Ash LF.xlsx/Table A2-Historic Surface Water

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 5 of 8
0
Z
CD
x
v
o
N.
v
o
o
cD
D
n
cn
CD°
3
3 3
CD
�1
CD
n
D
oo
n
o
n
v
m
r
cn
°
C�
v
m m
o c
N
Z c
s
CD
a
0
Sample
�'
3
o
-°o
-
r
o
o
u m
�
3 x
cc
Location / ID
Date
3
0
3
3
35
�
Q
3
`��°
N
°
_
N
<
`°
NC 2L Ground Water Standard
3,5001
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
NC 2B Surface Water Standard
87
50
1,0002
2
50
7
1,000
25
200 2
0.012
5
0.06
50
10,0002
250,0002
500,0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
SS-40
09/25/12
<50 <2.7 112
<50
<2.0
<2.0
139
<4.0
39
<0.10
<5.0
<2.5
<5.0
2,000
297,000
755,000
8.0
14.8
1,260 9.8
174
9.3
(continued)
04/17/13
221 <10 60.7
<1.0
<5.0
<5.0
294
<5.0
25.7
<0.20
<10
<5.0
<10
180
73,200
195,000
5,000
8.2
19.9
329 4.9
68.9
6.9
09/10/13
<100 <10 89.6
<1.0
<5.0
<5.0
92.5
<5.0
15.5
<0.20
<10
<5.0
20.4
1,440
165,000
450,000
6,230
7.9
19.8
610 5.7
87.8
8.4
04/06/14
<100 NA 53.2
<1.0
<5.0
NA
185
<5.0
11.5
NA
<10
NA
NA
NA
81,600
256,000
16,200
0-9.2
14.0
397 8.3
139
11.4
09/03/14
<100 NA 86.5
<1.0
<5.0
NA
58.1
<5.0
9.5
NA
<10
NA
NA
NA
152,000
473,000
NA
8.1
23.7
689 2.5
69.4
4.9
04/01/15
<100 NA 58.5
<1.0
<5.0
NA
154
<5.0
10.8
NA
<10
NA
NA
NA
84,200
264,000
NA
8.0
18.3
4691 4.2
13.5
8.3
9/8/2015
210 NA 110
<5
<10
NA
370
<10
48
NA
<20
NA
NA
NA
160,000
440,000
NA
Not measured
03/08/16
220 NA 62
<0.1
<5
NA
310
<1
12
NA
<1
NA
NA
NA
57,000
180,000
NA
8.4
8.9
333 NM
238
13.4
09/07/16
540 NA 94
<0.1
<5
NA
1,300
<1
100
NA
<1
NA
NA
NA
78,000
290,000
NA
8.2
21.0
427 3.2
121
7.7
03/27/17
91 67
<0.5
<5
NA
240
<1
7.9
NA
<5
NA
NA
NA
65,000
230,000
NA
8.0
16.9
357 1.8
154
111.1
09/25/17
100 NA 85
<0.50
<5.0
NA
210
<1.0
17
NA
<5.0
NA
NA
NA
80,000
280,000
NA
8.1
19.9
425 3.2
121
8.6
03/05/18
45 NA 64
<0.50
<5.0
NA
130
<1.0
5.8
NA
<5.0
NA
NA
NA
84,000
290,000
NA
8.2
9.8
417 2.6
190
11.8
09/11/18
<40 NA 79
<0.50
<5.0
NA
210
<1.0
14
NA
<5.0
NA
NA
NA
78,000
300,000
NA
7.7
22.0
498 5.0
100
4.9
03/18/19
160 NA 47
< 0.50
< 5.0
NA
480
< 1.0
9.3
NA
< 5.0
NA
NA
NA
32,000
150,000
NA
7.5
10.4
231 7.9
176
12.3
08/11 /09
-- 29
<1.0
<5.0
2,900
<5.0
180
--
<20
--
5,600
7.8
25.4
1,180 32.0
-21
8.5
SS-50
04/21/11
120 <1.0 36
<0.1
<5.0
<1.0
1,100
<1.0
85
<0.10
<1.0
<1.0
<10
130
3,700
71,000
2,000
6.9
14.7
85 16.3
92
9.9
09/25/12
410 <2.7 41.9
<50
<2.0
<2.0
1,640
<4.0
110
<0.10
<5.0
<2.5
<5.0
140
<2.0
72,000
--
8.7
17.6
161 9.6
16
8.8
04/17/13
Dry, no sample collected
--
--
--
--
--
--
--
--
--
--
--
--
-
--
--
09/09/13
Dry, no sample collected
--
-
--
--
--
--
--
--
--
--
04/06/14
Dry, no sample collected
--
-
--
--
--
09/03/14
Dry, nn sample collected
--
-
04/01/15
886 NA 49.4
<1.0
<5.0
NA
4,620
<5.0
170
NA
<10
NA
NA
NA
2,900
63,000
NA
7.0
13.5
90 18.8
-6.3
13.7
09/09/15
160,000 NA 2,900
1.6
M
NA
850,000
100
16,000
NA
<40
NA
NA
NA
640
75,000
NA
--
Not measured
--
03/08/16
930 NA 46
<0.1
<5
NA
1,700
<1
46
NA
<1
NA
NA
NA
Not analyzed,
lab error
---
7.9
12.5
72 NM
112
9.8
09/07/16
410 NA 49
<0.1
<5
NA
2,900
<1
180
NA
<1
NA
NA
NA
<1000
99,000
---
8.0
22.8
121 3.6
50
6.9
03/27/17
230 46
<0.5
<5
NA
650
<1
13
NA
<5
NA
NA
NA
1,600
130,000
NA
6.5
18.3
9 47.4
195
11.5
09/25/17
960 NA 52
<0.50
2.1
NA
2,200
0.56
93
NA
<5.0
NA
NA
NA
1,300
23,000
NA
6.9
20.3
84 14.7
13
7.7
03/05/18
86 NAI 40
<0.50
<5.0
NA
530
<1.0
22
NA
<5.0
NA
NA
NA
2,900
68,000
NA
7.4
11.4
74 14.8
213
11.9
09/11/18
Dry, no sample collected
--
-
--
--
--
--
--
--
--
--
03/18/19
240 NA 40
< 0.50
< 5.0
NA
740
< 1.0
25
NA
< 5.0
NA
NA
NA
3,700
72,000
NA
7.5
9.7
73 11.8
146
8.7
08/26/09
-- 140
<1.0
<5.0
--
280
<5.0
980
--
<20
--
350,000
7.1
20.3
4,040 65.9
10
6.7
SS-60
04/21/11
68 <1.0 61
<0.1
<5.0
<1.0
240
<1.0
11
<0.10
4.1
<1.0
<10
120
130,000
270,000
2,700
7.2
15.9
446 14.3
177
8.9
09/25/12
120 <2.7 75.9
<50
<2.0
<2.0
312
<4.0
85
<0.10
<5.0
<2.5
<5.0
<0.02
58,100
191,000
8.4
12.5
337 11.7
179
8.8
04/17/13
534 <10 63.4
<1.0
<5.0
<5.0
667
<5.0
43.8
<0.20
<10
<5.0
<10
<0.02
164,000
274,000
4,200
7.8
20.2
380 8.6
70.6
10.8
09/10/13
103 <10 120
<1.0
<5.0
<5.0
116
<5.0
75.5
<0.20
<10
<5.0
<10
2,120
275,000
663,000
6,150
7.5
21.0
423 8.4
87.6
8.2
04/06/14
154 NA 64.9
<1.0
<5.0
NA
175
<5.0
5.7
NA
<10
NA
NA
NA
119,000
234,000
3,300
7.6
13.6
421 5.9
186
12.8
09/04/14
NA 127
<1.0
<5.0
NA
709
<5.0
537
NA
16.8
NA
NA
NA
290,000
717,000
NA
7.1
20.8
845 7.3
-3.4
4.5
04/01/15
1,320 NA 93
<1.0
<5.0
NA
2,140
<5.0
69.5
NA
<10
NA
NA
NA
159,000
359,000
NA
7.1
9.7
538 18.8
1.56
6.6
9/8/2015
190 NA 57
<5
<10
NA
410
<10
33
NA
<20
NA
NA
NA
13,000
110,000
NA
-
Not measured
03/08/16
510 NA 68
<0.1
<5
NA
410
<1
8.6
NA
3
NA
NA
NA
120,000
270,000
NA
7.8
9.3
375 NM
252
10.6
09/07/16
780 NA 130
<0.1
<5
NA
2,400
<1
160
NA
<1
NA
NA
NA
250,000
490,000
NA
7.5
20.1
666 4.7
39
6.5
03/27/17
4,500 160
<0.5
5.5
NA
7,800
2.7
190
NA
1.5
NA
NA
NA
190,000
410,000
NA
7.1
14.7
4 297.0
194
7.0
09/25/17
34 NA 130
<0.50
<5.0
NA
260
<1.0
89
NA
<5.0
NA
NA
NA
270,000
570,000
NA
7.3
18.9
763 1.2
54
3.3
03/05/18
140 NA 93
<0.50
<5.0
NA
280
<1.0
19
NA
<5.0
NA
NA
NA
170,000
370,000
NA
7.1
10.1
522 44.7
156
12.4
Tables RJRT Ash LF.xlsx/Table A2-Historic Surface Water

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 6 of 8
0
Z
CD
x
v
o
N.
v
o
o
cD
D
n
cn
CD°
3
3 3
CD
�1
CD
n
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oo
n
o
n
v
m
r
cn
°
C�
v
m m
o c
N
Z c
s
CD
a
0
Sample
�'
3
o
-°o
-
r
o
o
u m
�
3 x
cc
Location / ID
Date
3
0
3
3
35
�
Q
3
`��°
N
°
_
N
<
`°
NC 2L Ground Water Standard
3,5001
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
NC 2B Surface Water Standard
87
50
1,0002
2
50
7
1,000
25
200 2
0.012
5
0.06
50
10,0002
250,0002
500,0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
SS-60
09/11/18
<40
NA
120
<0.50
<5.0
NA
810
<1.0
330
NA
<5.0
NA
NA
NA
240,000
620,000
NA
7.3
21.5
916 5.0
76
2.1
(continued)
03/18/19
560
NA
41
< 0.50
< 5.0
NA
750
< 1.0
7.9
NA
< 5.0
NA
NA
NA
13,000
78,000
NA
7.2
11.2
91 12.6
213
12.5
SS-65 3
9/8/2015
780
NA
80
<5
1.3
NA
1,300
<10
96
NA
<20
NA
NA
NA
44,000
150,000
NA
--
--
Not measured
--
O8/26/09
--
120
<1.0
<5.0
1,100
<5.0
250
--
<20
--
--
65,000
6.9
20.6
2,520 6.8
91
6.4
SS-70
04/21/11
160
<1.0
50
<0.1
<5.0
<1.0
380
<1.0
5.8
0.12
<1.0
<1.0
<10
53
23,000
92,000
2,300
7.0
16.4
138 8.3
189
10.3
09/25/12
120
<2.7
82.4
<50
<2.0
<2.0
303
<4.0
58.7
<0.10
<5.0
<2.5
<5.0
<0.02
61,300
203,000
8.2
12.6
367 10.1
143
8.3
04/17/13
694
<10
51.3
<1.0
<5.0
<5.0
986
<5.0
13.4
<0.20
<10
<5.0
<10
<0.02
24,100
89,000
3,300
8.0
19.3
129 7.3
60.9
7.7
09/10/13
135
<10
58.8
<1.0
<5.0
<5.0
299
<5.0
13.6
<0.20
<10
<5.0
<10
1,390
28,600
123,000
3,510
7.9
20.9
419 7.6
85.3
8.1
04/06/14
374
NA
47.7
<1.0
<5.0
NA
479
<5.0
5.3
NA
<10
NA
NA
NA
21,000
86,000
2,300
7.5
13.3
125 8.3
165
9.9
09/04/14
NA
79.9
<1.0
<5.0
NA
305
<5.0
71.1
NA
<10
NA
NA
NA
35,000
146,000
NA
7.7
21.0
217 3.7
22.3
7.3
04/01/15
147
NA
55.1
<1.0
<5.0
NA
282
<5.0
8.4
NA
<10
NA
NA
NA
27,300
93,000
NA
7.4
11.1
159 1.6
5.01
8.2
9/8/2015
95
NA
71
<5
<10
NA
260
<10
27
NA
<20
NA
NA
NA
33,000
160,000
NA
Not measured
03/08/16
640
NA
47
<0.1
<5.0
NA
540
<1
5.7
NA
<1
NA
NA
NA
18,000
90,000
NA
8.2
10.0
113 NM
244
11.4
09/07/16
160
NA
52
<0.1
<5.0
NA
470
<1
18
NA
<1
NA
NA
NA
1,600
81,000
NA
7.5
19.9
93 5.3
26
7.6
03/27/17
170
56
<0.5
<5
NA
270
<1
4.2
NA
<5
NA
NA
NA
21,000
93,000
NA
7.5
16.5
722 6.2
170
7.9
09/25/17
350
NA
62
<0.50
1.3
NA
530
<1.0
28
NA
<5.0
NA
NA
NA
11,000
74,000
NA
7.5
19.2
122 7.7
159
7.1
03/05/18
78
NA
44
<0.50
<5.0
NA
150
<1.0
7.2
NA
<5.0
NA
NA
NA
20,000
91,000
NA
7.3
11.0
120 1.4
197
7.9
09/11/18
86
NA
60
<0.50
<5.0
NA
480
<1.0
31
NA
<5.0
NA
NA
NA
8,000
97,000
NA
7.7
21.4
152 4.9
111
5.3
03/18/19
360
NA
45
< 0.50
< 5.0
NA
500
< 1.0
5.7
NA
< 5.0
NA
NA
NA
14,000
83,000
NA
7.5
11.0
96 10.2
210
10.5
SS-75 3
9/8/2015
=400
NA
78
<5
<10
NA
230
<10
26
NA
E
NA
NA
NA
41,000
170,000
NA
Not measured
08/26/09
--
120
<1.0
<5.0
--
250
<5.0
25
--
<20
--
--
82,000
7.1
20.6
5,190 5.8
100
8.3
SS-80
04/21/11
110
<1.0
56
<0.1
<5.0
<1.0
310
<1.0
<5.0
<0.10
<1.0
<1.0
<10
99
27,000
120,000
2,100
6.8
15.5
161 6.8
92
10.6
09/25/12
192
<2.7
87
<50
<2.0
<2.0
263
<4.0
15.9
<0.10
<5.0
<2.5
<5.0
<0.02
74,600
270,000
8.5
11.7
399 4.8
205
9.1
04/17/13
643
<10
52.5
<1.0
<5.0
<5.0
921
<5.0
7.5
<0.20
<10
<5.0
<10
<0.02
27,600
88,000
3,200
7.4
20.1
139 7.6
70.8
7.1
09/10/13
110
<10
71.5
<1.0
<5.0
<5.0
211
<5.0
8.3
<0.20
<10
<5.0
<10
265
47,600
152,000
3,430
7.7
21.6
417 6.9
87.9
7.9
04/06/14
180
NA
53.7
<1.0
<5.0
NA
328
<5.0
<5.0
NA
<10
NA
NA
NA
17,500
84,000
2,400
7.4
13.9
106 8.7
136
11.8
09/04/14
149
NA
81.1
<1.0
<5.0
NA
436
<5.0
16.8
NA
<10
NA
NA
NA
30,100
155,000
NA
8.1
21.2
245 11.3
17.5
7.0
04/01/15
246
NA
58.1
<1.0
<5.0
NA
382
<5.0
7.1
NA
<10
NA
NA
NA
25,500
89,000
NA
7.9
12.8
162 4.4
4.37
9.6
9/8/2015
<400
NA
84
<5
<10
NA
180
<10
14
NA
<20
NA
NA
NA
41,000
170,000
NA
Not measured
03/08/16
640
NA
54
<0.1
<5
NA
530
<1
6.4
NA
<1
NA
NA
NA
24,000
110,000
NA
8.5
8.8
124 NM
237
11.3
09/07/16
140
NA
63
<0.1
<5
NA
430
<1
9.7
NA
<1
NA
NA
NA
13,000
110,000
NA
7.7
21.0
98 2.7
53
8.2
03/27/17
100
NA
62
<0.5
<5
NA
200
<1
2.5
NA
<5
NA
NA
NA
21,000
110,000
NA
8.0
16.0
156 1.7
165
9.0
09/25/17
98
NA
71
<0.50
<5.0
NA
250
<1.0
6.8
NA
<5.0
NA
NA
NA
21,000
110,000
NA
7.7
19.0
158 3.0
147
8.9
03/05/18
74
NA
51
<0.50
<5.0
NA
190
<1.0
10
NA
<5.0
NA
NA
NA
21,000
96,000
NA
7.6
10.9
127 0.9
185
15.2
09/11/18
490
NA
73
<0.50
<5.0
NA
1,200
<1.0
34
NA
<5.0
NA
NA
NA
16,000
110,000
NA
8.2
21.0
191 5.6
109
5.7
03/18/19
400
NA
45
< 0.50
< 5.0
NA
560
< 1.0
< 5.0
NA
< 5.0
NA
NA
NA
13,000
90,000
NA
7.6
9.9
97 9.9
196
9.7
01/04/11
--
44
<0.1
<5.0
--
1,200
<10
16
--
<10
-
26,000
97,000
8.4
3.0
390 4.2
152
10.6
SS-90
04/20/11
83
<1.0
57
<0.1
<5.0
<1.0
330
<1.0
21
<0.10
2.1
<1.0
<10
330
56,000
130,000
2,600
6.7
16.9
292 4.6
293
11.7
09/25/12
121
<2.7
115
<50
<2.0
<2.0
212
<4.0
30.4
<0.10
<5.0
<2.5
<5.0
980
202,000
511,000
8.1
11.9
840 12.1
207
9.0
04/17/13
491
<10
56
<1.0
<5.0
<5.0
709
<5.0
17.4
<0.20
<10
<5.0
<10
35
38,900
127,000
3,700
7.9
19.7
203 6.9
66
7.6
09/10/13
148
<10
86.6
<1.0
<5.0
<5.0
265
<5.0
32.4
<0.20
<10
<5.0
<10
642
121,000
283,000
4,920
7.9
22.2
429 7.9
91.6
7.3
Tables RJRT Ash LF.xlsx/Table A2-Historic Surface Water

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 7 of 8
0
Z
CD
x
v
o
N.
v
o
o
cD
D
n
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CD°
3
3 3
CD
�1
CD
n
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m
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°o
v
m
CD
r
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°
C�
N
m m
o c
N
Z c
s
CD
a
0
Sample
°'
o
r
o
o
Cc
u m
C
3
cc
Location / ID
Date
3
0
3
3
3
Q
m
3
`�°
m
°
_
m
<
`�°
NC 2L Ground Water Standard
3,5001
10
700
2
10
1,000
300
1,000
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5 - 8.5
NE
NE
NE
NE
NE
NC 2B Surface Water Standard
87
50
1,000 2
2
50
7
25
200 2
0.012
5
0.06
50
10,0002
250,0002
500,0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
SS-90
04/06/14
154
NA
48.5
<1.0
<5.0
NA
274
<5.0
9.4
NA
<10
NA
NA
NA
45,300
151,000
3,300
8.9
15.1
255
5.6
121
15.4
(continued)
09/03/14
<100
NA
90.8
<1.0
<5.0
NA
77.5
<5.0
16
NA
<10
NA
NA
NA
94,500
357,000
NA
7.5
23.5
518
5.6
65.3
6.4
04/01 /15
125
NA
58
<1.0
<5.0
NA
189
<5.0
9
NA
<10
NA
NA
NA
51,400
166,000
NA
8.8
11.4
318
6.0
5.95
9.9
9/8/2015
290
NA
100
<5
1.0
NA
530
<10
80
NA
<20
NA
NA
NA
110,000
340,000
NA
Not measured
03/08/16
390
NA
58
<0.1
<5
NA
470
<1
11
NA
<1
NA
NA
NA
33,000
110,000
NA
8.4
8.5
210
NM
239
13.1
09/07/16
40
NA
73
<0.1
<5
NA
230
<1
17
NA
<1
NA
NA
NA
49,000
200,000
NA
8.0
20.8
2886
1.8
48
9.0
03/27/17
160
NA
62
<0.5
<5
NA
340
<1
12
NA
<5
NA
NA
NA
40,000
100,000
NA
8.2
16.5
256
1.9
152
11.1
09/25/17
72
NA
79
<0.50
<5.0
NA
160
<1.0
10
NA
<5.0
NA
NA
NA
48,000
200,000
NA
7.9
19.1
284
1.5
153
8.7
03/05/18
51
NA
54
<0.50
<5.0
NA
120
<1.0
5.8
NA
<5.0
NA
NA
NA
48,000
170,000
NA
7.8
9.6
262
2.2
192
10.1
09/11/18
54
NA
72
<0.50
<5.0
NA
280
<1.0
15
NA
<5.0
NA
NA
NA
46,000
210,000
NA
8.7
21.2
387
5.0
114
6.8
03/18/19
140
NA
45
< 0.50
< 5.0
NA
340
< 1.0
7.4
NA
< 5.0
NA
NA
NA
20,000
110,000
NA
7.5
9.8
151
11.8
171
12.3
RETENTION POND
09/30/94
2,580
16
<250
<2.0
<20
44
23,200
<5.0
6,490
<0.20
<10
<10
35
2,950
787,000
2,230,000
258,000
7.4
22.5
3,140
MW-001
03/31/95
660
<10
<250
<2.0
<20
<20
5,150
<5.0
2,360
<0.20
<10
<10
155
8,880
794,000
2,540,000
459,000
7.8
17.5
3,680
Water from
09/29/95
156
<10
<250
<2.0
<20
<20
5,240
8
4,880
<0.20
<10
<10
<20
1,030
801,000
2,660,000
4,950
5.4
14.8
4,220
Sediment Basin at W
03/30/96
112
<10
<250
2
<20
<20
5,020
<5.0
5,400
<0.20
<10
<10
<20
2,080
2,340,000
6,650
7.2
15.0
3,050
1
09/27/96
167
<10
<250
<2.0
<20
<20
9
4,530
<0.20
<10
<10
66
1,700
1,010,000
2,700,000
4,040
7.3
23.0
1,510
03/29/97
97
<10
<250
<2.0
<20
<20
6,180
<5.0
5,460
<0.20
<10
<10
10
1,290
1,050,000
2,460,000
4,310
7.5
22.0
1,770
03/17/97
164
<10
<250
<2.0
<20
<20
3,660
<5.0
5,400
<0.20
<10
<10
55
608
1,160,000
3,000,000
6,430
7.2
22.0
3,660
duplicate
03/27/98
10
<250
<2.0
<20
<20
11,400
<5.0
5,900
<0.20
<10
<10
21
290
942,000
2,780,000
4,430
7.2
23.4
1,419
09/30/98
274
<10
<250
<2.0
<20
<20
<5.0
4,940
<0.20
<10
<10
<20
666,000
2,700,000
15,400
7.6
20.0
1,200
03/31/99
<1UO
<10
<250
<2.0
<20
<20
7,550
6
4,450
<0.20
<10
<10
<20
600
1,560,000
2,930,000
7,920
7.3
18.0
1,021
09/29/99
877
<10
<250
<2.0
<20
<20
6,770
<5.0
862
<0.20
<10
<10
80
3,360
330,000
715,000
13,300
7.1
18.0
2,930
03/16/00
410
<10
<250
<2.0
<20
<20
72,000
<5.0
4,540
<0.20
<10
<10
<20
1,090
948,000
2,610,000
10,600
09/15/00
<100
<10
<250
<2.0
<20
<20
2,020
<5.0
3,480
<0.20
<10
<10
<20
6,270
894,000
2,470,000
5,210
6.6
19.0
980
03/23/01
144
<10
<250
4
<20
<20
35,900
12
4,070
<0.20
<10
<10
<20
480
926,000
2,630,000
5,850
6.5
17.0
480
duplicate
03/23/01
<100
<10
<250
<2.0
<20
<20
6,900
7
4,190
<0.20
<10
<10
<20
350
939,000
2,640,000
7,520
6.5
17.0
480
10/04/01
204
<10
<250
<2.0
<20
<20
915
7
229
<0.20
<10
<10
<20
<O.0
186,000
7,800
6.3
20.0
300
03/28/02
<100
<10
<250
<2.0
<20
<2^
5,100
<5.0
3,660
--
<10
<10
<20
280
1,000,000
3,010,000
3,770
6.4
12.0
1,080
10/03/02
<100
<10
<250
2
<20
27
1,520
<5.0
3,340
<0.20
<10
<10
<20
1,820
1,030,000
2,940,000
4,940
6.7
18.0
370
duplicate
10/03/02
<100
<10
<250
2
<20
24
1,580
<5.0
3,330
<0.20
<10
<10
<20
1,780
1,040,000
2,8607000
5,120
5.7
18.0
370
03/25/03
<100
<10
<250
<2.0
<20
<20
6,690
6
3,560
<0.20
<10
<10
25
406
846,000
2,530,000
3,720
6.6
17.0
330
10/02/03
<100
<10
<250
<2.0
<20
<20
11,300
7
3,880
<0.20
<10
<10
42
174
916,000
2,7107000
3,920
5.6
15.0
3,050
duplicate
10/02/03
<100
<10
<250
<2.0
<20
<20
11,400
6
3,880
<0.20
<10
<10
<20
<50
958,000
2,690,000
3,900
5.6
15.0
3,170
04/28/04
<100
<10
<250
<2.0
<20
<20
11,100
6
6,080
<0.20
<10
<10
<20
<50
1,460,000
2,550,000
5,360
17.3
2,860
10/26/04
<100
<10
<250
<2.0
<20
<20
5,250
4,550
<0.20
<10
<10
<20
287
1,190,000
2,950,000
3,640
3,480
04/27/05
<100
<10
<250
2
<20
<20
7,630
7
5,730
<0.20
<10
<10
<20
1,100,000
2,5507000
4,710
2,870
10/20/05
1,630
<10
<250
<20
28
103,000
6
4,880
<0.20
<10
<10
IN, 57
428
403,000
3,010,000
89,000
529
10/19/06
172
<10
<250
2
<20
347
27,400
<5.0
3,600
<0.20
<10
<10
27
139
1,320,000
2,850,000
4,370
2,000
04/27/07
<100
<10
<250
<2.0
<20
<20
5,360
<5.0
2,380
<0.20
<10
<10
<20
287
1,380,000
2,750,000
4,010
4,830
11/19/07
<100
42
<250
2
<20
<20
48,200
<5.0
3,280
<0.20
<10
<10
25
<50
1,560,000
3,0607000
3,820
3,300
04/30/08
<100
<10
<250
<2.0
<20
<20
9,680
<5.0
2,990
<0.20
<10
<10
22
155
1,100,000
2,910,000
3,380
4,880
10/29/08
<100
<10
68.7
<1.0
<10
<10
4,840
3.5
2,880
<0.20
<10
<10
<10
<50
188,000
3,0607000
3,510
4,200
04/30/09
<100
<10
77.4
1.8
<10
3.6
4,080
4.4
3,100
<0.20
<10
<10
<10
264
37,700
2,904,000
3,940
4,070
Tables RJRT Ash LF.xlsx/Table A2-Historic Surface Water

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 8 of 8
0
Z
CD
x
v
o
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v
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3 x
Location / ID
Date
3
0
3
3
35
�
Q
3
`��°
N
°
_
N
<
cc
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NC 2L Ground Water Standard
3,5001
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
NC 2B Surface Water Standard
87
50
1,0002
2
50
7
1,000
25
200 2
0.012
5
0.06
50
10,0002
250,0002
500,0002
NE
6.0 - 9.0
NE
NE
50
NE
>5.0
RETENTION POND
09/30/94
1,770
<10
<250
<2.0
<20
113
3,370
<5.0
2,200
<0.20
<10
<10
96
200
159,000
415,000
20,100
6.9
19.6
519
MW-003
03/31/95
<10
<250
<2.0
<20
<20
4,860
<5.0
5,980
<0.20
<10
<10
32
100
294,000
625,000
--
7.6
13.6
896
Water from
09/29/95
1,640
<10
<250
<2.0
<20
<20
3,420
7
2,940
<0.20
<10
<10
104
463
314,000
740,000
3,740
4.9
14.0
1,040
Sediment Basin at W
03/30/96
11,400
<10
<250
2
<20
<20
23,300
9
3,160
<0.20
<10
<10
126
130
222,000
552,000
3,830
7.2
12.0
750
3
09/27/96
110
<10
<250
<2.0
<20
<20
1,010
7
2,360
<0.20
<10
<10
30
160
283,000
737,000
6,730
7.6
20.0
974
03/29/97
238
<10
<250
<2.0
<20
<20
1,930
<5.0
3,050
<0.20
13
<10
20
180
809,000
807,000
4,170
7.8
16.0
590
09/17/97
169
<10
<250
<2.0
<20
<20
715
5
3,060
<0.20
6
<10
212
330
562,000
1,290,000
5,290
7.7
19.0
1,650
03/27/98
270
<10
<250
<2.0
<20
<20
2,500
<5.0
3,370
<0.20
13
<10
41
250
929,000
6,980
7.2
20.0
1,214
09/30/98
353
<10
<250
<2.0
<20
<20
1,380
<5.0
<0.20
17
<10
<20
780
367,000
1,280,000
10,100
6.9
19.0
920
03/31/99
<100
<10
<250
<2.0
<20
<20
4,830
<5.0
5,550
<0.20
<10
<10
<20
190
482,000
842,000
7,580
7.1
16.0
592
09/29/99
677
<10
<250
<2.0
<20
<20
1,940
<5.0
894
<0.20
<10
<10
<20
100
258,000
413,000
8,140
7.7
19.0
741
09/15/00
224
<10
<250
<2.0
<20
<20
2,380
<5.0
2,800
<0.20
<10
<10
<20
160
550,000
1,260,000
8,580
7.1
21.0
680
03/23/01
<100
<10
<250
<2.0
<20
<20
3,690
10
2,250
<0.20
<10
<10
30
230
530,000
1,230,000
5,720
6.6
17.0
640
10/04/01
<100
<10
<250
<2.0
<20
<20
4,240
6
3,650
<0.20
<10
<10
<20
80
592,000
1,440,000
30,000
7.0
20.0
600
03/28/02
<100
<10
<250
<2.0
<20
<20
5,620
<5.0
2,180
--
<10
<10
<20
110
682,000
1,590,000
5,360
6.4
13.0
680
10/03/02
<100
<10
<250
2
<20
<20
6,510
5,290
<0.20
<10
<10
<20
932,000
1,900,000
8,510
6.2
19.0
150
03/25/03
3,280
<10
<250
<2.0
<20
<20
6,170
8
4,290
<0.20
<10
<10
78
88
784,000
1,520,000
1,340
6.4
18.0
110
10/02/03
634
<10
<250
<2.0
<20
<20
5,950
8
6,750
<0.20
<10
<10
50
174
765,000
1,420,000
3,970
6.1
14.0
1,460
04/28/04
152
<10
<250
<2.0
<20
<20
8,370
<5.0
6,720
<0.20
<10
<10
<20
224
1,040,000
1,810,000
3,890
--
12.1
2,030
10/26/04
554
<10
<250
5
<20
<20
16,300
<5.0
4,220
<0.20
<10
<10
36
289
1,070,000
2,140,000
5,160
2,150
04/27/05
<100
<10
<250
2
<20
<i
4,470
<5.0
6,110
<0.20
<10
<10
<20
246
1,075,000
2,090,000
4,050
2,320
10/20/05
<100
<10
<250
5
<20
27
7,900
<5.0
5,870
<0.20
<10
<10
44
279
1,300,000
2,090,000
30,000
1,060
10/19/06
<100
<10
1,460
<2.0
<20
<20
6,040
<5.0
4,550
<0.20
<10
<10
21
281
1,170,000
1,920,000
4,200
1,370
04/27/07
<100
<10
<250
<2.0
<20
<20
8,330
<5.0
4,190
<0.20
<10
<10
<20
290
1,130,000
2,130,000
3,830
2,230
11/19/07
<100
<10
<250
<2.0
<20
<20
8,200
<5.0
6,000
<0.20
<10
<10
<20
64
1,680,000
2,550,000
4,590
2,710
04/30/08
<100
<10
<250
<2.0
<20
<20
3,360
<5.0
3,800
<0.20
<10
<10
37
297
2,090,000
2,110,000
3,560
2,290
10/29/08
<100
<10
59.3
<1.0
<10
<10
2,880
2.3
4,360
<0.20
<10
<10
<10
171
988,000
2,360,000
3,480
2,740
04/30/09
<100
<10
53.2
<1.0
<10
<10
4,620
7.2
4,960
<0.20
<10
<10
14.6
337
261,000
2,460,000
4,110
2,930
All concentrations in micrograms per liter (ug/L) unless otherwise noted
NE - Not established
-- - Not sampled
NE - Not measured
- No 2L standard established. NCDWM SWS Groundwater Protection presented
2 - No freshwater aquatic life standard established. Water Supply criteria presented
3 - Temporary surface water sample station established in absence of
corresponding piezometer sample. Location not part of permit -required sampling.
Bold indicates exceedance of Solid Waste Section Limits (SWSL) Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC
Gray background indicates exceedance of NC Ground Water Standard discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
Tables RJRT Ash LF.xlsx/Table A2-Historic Surface Water

APPENDIX A3
QA/QC ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Z
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Location / ID
Date
c
3
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O
°
N
a
m
c
`,
°
m
°
m
Q
°
o
°
'°
_
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NC 2L Ground Water
Standard
3.5 1
0.010
0.700
0.002
0.010
1.0
0.300
0.015
0.050
0.001
0.020
0.020
1.00
10.0
250
500
NE
6.5 - 8.5
NE
NE
9/30/98
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.00
<1.0
NS
NS
NS
3/31/99
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
0.19
<5.00
<5.00
2.18
NS
NS
NS
Field Blank
9/15/00
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.0
<1.0
NS
NS
NS
3/23/01
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
0.006
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
14
<1.0
NS
NS
NS
10/4/01
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.1001
0.006
<0.010
<0.00020
<0.010
<0.010
<0.020
0.3
<5.00
15
<2.0
NS
NS
NS
3/28/02
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
NS
<0.010
<0.010
<0.020
<0.050
<5.00
14
<1.0
NS
NS
NS
10/3/02
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
6
<1.0
NS
NS
NS
3/25/03
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
0.198
<5.00
<5.00
<1.0
NS
NS
NS
10/2/03
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.00
<1.0
NS
NS
NS
4/28/04
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
6
<1.0
NS
NS
NS
10/26/04
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
0.151
<5.00
10
2.18
NS
NS
NS
4/27/05
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
12
1.79
NS
NS
<30
10/20/05
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
0.101
<5.00
<5.00
<0.50
NS
NS
<30
10/19/06
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.00
<0.50
NS
NS
<30
4/27/07
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.00
<0.50
NS
NS
<30
11/19/07
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.00
<0.50
NS
NS
<30
4/30/08
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
0.336
<5.00
<5.00
<0.50
NS
NS
<30
10/29/08
<0.100
<0.010
0.0031
<0.001
<0.010
<0.010
<0.050
<0.010
<0.010
0.00002
<0.010
0.0022
0.010
<0.050
<10
<5.00
<0.50
NS
NS
<30
4/30/09
<0.100
<0.010
0.0077
<0.001
I <0.010
<0.010
<0.050
0.0045
0.008
<0.0002
<0.010
<0.010
<0.010
<0.050
<10
90
<0.50
NS
NS
109
9/30/98
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.00
<1.0
NS
NS
NS
3/31/99
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
0.22
<5.00
15
<1.00
NS
NS
NS
Travel Blank (Trip)
9/15/00
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.0
<1.0
NS
NS
NS
3/23/01
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
14
1.03
NS
NS
NS
10/4/01
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
0.4
<5.00
12
2.0
NS
NS
NS
3/28/02
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
NS
<0.010
<0.010
<0.020
<0.050
<5.00
14
1.03
NS
NS
NS
10/3/02
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.00
<0.50
NS
NS
NS
3/25/03
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
0.197
<5.00
7
<1.0
NS
NS
NS
10/2/03
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
7
<1.0
NS
NS
NS
4/28/04
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
16
<1.0
NS
NS
NS
10/26/04
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
8
1.29
NS
NS
NS
4/27/05
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
14
1.76
NS
NS
<30
10/20/05
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
6
<0.50
NS
NS
<30
10/19/06
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.00
<0.50
NS
NS
<30
4/27/07
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.00
<0.50
NS
NS
<30
11/19/07
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.00
<0.50
NS
NS
<30
4/30/08
<0.100
<0.010
<0.250
<0.002
<0.020
<0.020
<0.100
<0.005
<0.010
<0.00020
<0.010
<0.010
<0.020
<0.050
<5.00
<5.00
<0.50
NS
NS
<30
10/29/08
<0.100
<0.010
0.0046
<0.001
<0.010
<0.010
<0.050
<0.010
<0.010
0.00001
<0.010
<0.010
<0.010
<0.050
<10
<5.00
<0.50
NS
NS
<30
4/30/09
<0.100
<0.010
0.0086
0.0003
<0.010
<0.010
<0.050
<0.010
0.0071
<0.0002
<0.010
<0.010
<0.010
<0.050
<10
85
<0.50
NS
NS
115
9/8/16
<0.100
<0.010
0.0086
0.0003
<0.010
<0.010
<0.050
<0.010
0.0071
<0.0002
<0.010
<0.010
<0.010
<0.050
<10
85
<0.50
NS
NS
115
All concentrations in milligrams per liter
NE - Not established NS - Not sampled ' - No 2L standard established. NCDWM SWS Groundwater Protection presented
Page 1 of 1
Tables RJRT Ash LF.xlsx/Table A3 - QC Data

GROUNDWATER AND SURFACE WATER MONITORING SEMI-ANNUAL SUMMARY REPORT —MARCH 2O19
APPENDIX B LABORATORY DATA SHEETS
www.erm.com Version: 1.0 Project No.: 0441331 Client: R.J. Reynolds Tobacco Co. June 2019
2019-03 Edwards Rd LF Rural Hall GW Report.docx

SHEALY ENVIRONMENTAL SERVICES, INC.
Report of Analysis
ERM NC, Inc.
Ballantyne One
15720 Brixham Hill Avenue, Suite 120
Charlotte, NC 28277
Attention: Alan Martin
Project Name: RJR Rural Hall
Project Number: 0502068
Lot Number:UC22009
Date Completed:04/03/2019
Revision Date: 04/25/2019
04/25/2019 2:55 PM
Approved and released by:
Project Manager: Kelly M. Nance
rB
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 Shealy Environmental Services, Inc.
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] wwwahealylab.com
SHEALY ENVIRONMENTAL SERVICES, INC.
SC DHEC No: 32010001 NELAC No: E87653 NC DENR No: 329 NC Field Parameters No: 5639
Case Narrative
ERM NC, Inc.
Lot Number: UC22009
This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary
following this Case Narrative. The sample receiving date is documented in the header information
associated with each sample.
All results listed in this report relate only to the samples that are contained within this report
Sample receipt, sample analysis, and data review have been performed in accordance with the most
current approved NELAC standards, the Shealy Environmental Services, Inc. ("Shealy") Quality
Assurance Management Plan (QAMP), standard operating procedures (SOPS), and Shealy policies. Any
exceptions to the NELAC standards, the QAMP, SOPS or policies are qualified on the results page or
discussed below.
If you have any questions regarding this report please contact the Shealy Project Manager listed on the
cover page.
This report supersedes and replaces any prior reports issued under this lot number. The details of the
applicable revisions are detailed in a Report Revision Notice provided under separate cover.
Metals
The matrix spike/matrix spike duplicate (MS/MSD) associated with sample -012 had aluminum 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.
Inorganic Non -Metals
TDS analysis for sample -001 resulted in total residue above the acceptance limit. The sample was re-
analyzed using a reduced initial volume outside of the 7-day holding time and the result was confirmed.
The in -hold analysis was reported.
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 1 of 87 Page 2 of 87

SHEALY ENVIRONMENTAL SERVICES, INC.
Sample Summary
ERM INC, Inc.
Lot Number: UC22009
Sample Number
Sample ID
Matrix
Date Sampled
Date Received
001
W-01-WG-20190319
Aqueous
03/19/20191530
03/21/2019
002
W-02-WG-20190319
Aqueous
03/19/20191605
03/21/2019
003
W-03-WG-20190319
Aqueous
03/19/20191430
03/21/2019
004
W-03B-WG-20190319
Aqueous
03/19120191415
03/21/2019
005
W-06-WG-20190320
Aqueous
03/20120191335
03/21/2019
006
W-07-WG-20190320
Aqueous
03/20120191035
03/21/2019
007
W-08-WG-20190320
Aqueous
03/20/2019 0935
03/21/2019
008
W-09-WG-20190320
Aqueous
03/20/20191225
03/21/2019
009
PW-01-WG-20190319
Aqueous
03/19120191735
03/21/2019
010
SS-01-WS-20190318
Aqueous
03/18/20191620
03/21/2019
011
SS-02-WS-20190318
Aqueous
03/18120191405
03/21/2019
012
SS-20-WS-20190318
Aqueous
03/18120191735
03/21/2019
013
SS-25-WS-20190318
Aqueous
03/18120191725
03/21/2019
014
SS-30-WS-20190318
Aqueous
03/18120191635
03/21/2019
015
SS-40-WS-20190318
Aqueous
03/18120191420
03/21/2019
016
SS-50-WS-20190318
Aqueous
03/18120191800
03/21/2019
017
SS-60-WS-20190318
Aqueous
03/18120191520
03/21/2019
018
SS-70-WS-20190318
Aqueous
03/18120191505
03/21/2019
019
SS-80-WS-20190318
Aqueous
03/18120191450
03/21/2019
020
SS-90-WS-20190318
Aqueous
03/18120191435
03/21/2019
021
PZ-02-WG-20190319
Aqueous
03/19120191115
03/21/2019
022
PZ-04-WG-20190319
Aqueous
03/19/2019 0920
03/21/2019
023
PZ-05-WG-20190319
Aqueous
03/19/20191030
03/21/2019
024
Dup-01-WG-20190320
Aqueous
03/20/2019
03/21/2019
(24 samples)
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylab.com
Page 3 of 87
SHEALY ENVIRONMENTAL SERVICES, INC.
Detection Summary
ERM INC, Inc.
Lot Number: UC22009
Sample Sample ID
Matrix
Parameter
Method
Result
Q Units
Page
001 W-01-WG-20190319
Aqueous
Sulfate
300.0
940
mg/L
8
001 W-01-WG-20190319
Aqueous
TDS
SM 2540C-
2200
mg/L
8
001 W-01-WG-20190319
Aqueous
Barium
6020B
20
ug/L
9
001 W-01-WG-20190319
Aqueous
Iron
6020B
1300
ug/L
9
001 W-01-WG-20190319
Aqueous
Manganese
6020B
3100
ug/L
9
001 W-01-WG-20190319
Aqueous
Selenium
6020B
11
ug/L
9
002 W-02-WG-20190319
Aqueous
Sulfate
300.0
28
mg/L
10
002 W-02-WG-20190319
Aqueous
TDS
SM 2540C-
94
mg/L
10
002 W-02-WG-20190319
Aqueous
Aluminum
6020E
230
ug/L
11
002 W-02-WG-20190319
Aqueous
Barium
6020B
150
ug/L
11
002 W-02-WG-20190319
Aqueous
Iron
6020E
320
ug/L
11
002 W-02-WG-20190319
Aqueous
Manganese
6020E
11
ug/L
11
003 W-03-WG-20190319
Aqueous
Sulfate
300.0
250
mg/L
12
003 W-03-WG-20190319
Aqueous
TDS
SM 2540C-
600
mg/L
12
003 W-03-WG-20190319
Aqueous
Barium
6020E
28
ug/L
13
003 W-03-WG-20190319
Aqueous
Iron
6020B
230
ug/L
13
003 W-03-WG-20190319
Aqueous
Manganese
6020E
180
ug/L
13
003 W-03-WG-20190319
Aqueous
Selenium
6020E
7.4
ug/L
13
004 W-03B-WG-20190319
Aqueous
Sulfate
300.0
39
mg/L
14
004 W-03B-WG-20190319
Aqueous
TDS
SM 2540C-
290
mg/L
14
004 W-03B-WG-20190319
Aqueous
Barium
6020B
47
ug/L
15
004 W-03B-WG-20190319
Aqueous
Iron
6020E
650
ug/L
15
004 W-03B-WG-20190319
Aqueous
Manganese
6020E
48
ug/L
15
005 W-06-WG-20190320
Aqueous
Sulfate
300.0
10
mg/L
16
005 W-06-WG-20190320
Aqueous
TDS
SM 2540C-
270
ri
16
005 W-06-WG-20190320
Aqueous
Barium
6020E
42
ug/L
17
005 W-06-WG-20190320
Aqueous
Chromium
6020B
5.5
ug/L
17
005 W-06-WG-20190320
Aqueous
Iron
6020E
100
ug/L
17
006 W-07-WG-20190320
Aqueous
Sulfate
300.0
11
mg/L
18
006 W-07-WG-20190320
Aqueous
TDS
SM 2540C-
180
mg/L
18
006 W-07-WG-20190320
Aqueous
Aluminum
6020B
96
ug/L
19
006 W-07-WG-20190320
Aqueous
Barium
6020B
100
ug/L
19
006 W-07-WG-20190320
Aqueous
Iron
6020E
1400
ug/L
19
006 W-07-WG-20190320
Aqueous
Manganese
6020B
29
ug/L
19
007 W-08-WG-20190320
Aqueous
Sulfate
300.0
17
mg/L
20
007 W-08-WG-20190320
Aqueous
TDS
SM 2540C-
130
mg/L
20
007 W-08-WG-20190320
Aqueous
Aluminum
6020B
450
ug/L
21
007 W-08-WG-20190320
Aqueous
Barium
6020B
240
ug/L
21
007 W-08-WG-20190320
Aqueous
Chromium
6020B
20
ug/L
21
007 W-08-WG-20190320
Aqueous
Iron
6020B
730
ug/L
21
007 W-08-WG-20190320
Aqueous
Manganese
6020B
17
ug/L
21
008 W-09-WG-20190320
Aqueous
Sulfate
300.0
12
mg/L
22
008 W-09-WG-20190320
Aqueous
TDS
SM 2540C-
270
mg/L
22
008 W-09-WG-20190320
Aqueous
Barium
6020B
110
ug/L
23
009 PW-01-WG-20190319
Aqueous
Sulfate
300.0
670
mg/L
24
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylab.com
Page 4 of 87

Detection Summary (Continued)
Lot Number: UC22009
Detection Summary (Continued)
Lot Number: UC22009
Sample Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
Sample Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
009
PW-01-WG-20190319
Aqueous
TDS
SM 2540C-
1500
mg/L
24
017
SS-60-WS-20190318
Aqueous
Sulfate
300.0
13
mg/L
40
009
PW-01-WG-20190319
Aqueous
Aluminum
6020B
430
ug/L
25
017
SS-60-WS-20190318
Aqueous
TDS
SM 2540C-
78
mg/L
40
009
PW-01-WG-20190319
Aqueous
Barium
6020B
38
ug/L
25
017
SS-60-WS-20190318
Aqueous
Aluminum
6020B
560
ug/L
41
009
PW-01-WG-20190319
Aqueous
Iron
6020B
5300
ug/L
25
017
SS-60-WS-20190318
Aqueous
Barium
6020B
41
ug/L
41
009
PW-01-WG-20190319
Aqueous
Manganese
6020B
2700
ug/L
25
017
SS-60-WS-20190318
Aqueous
Iron
6020B
750
ug/L
41
009
PW-01-WG-20190319
Aqueous
Selenium
6020B
7.8
ug/L
25
017
SS-60-WS-20190318
Aqueous
Manganese
6020B
7.9
ug/L
41
010
SS-01-WS-20190318
Aqueous
Sulfate
300.0
20
mg/L
26
018
SS-70-WS-20190318
Aqueous
Sulfate
300.0
14
mg/L
42
010
SS-01-WS-20190318
Aqueous
TDS
SM 2540C-
150
mg/L
26
018
SS-70-WS-20190318
Aqueous
TDS
SM 2540C-
83
mg/L
42
010
SS-01-WS-20190318
Aqueous
Aluminum
6020B
230
ug/L
27
018
SS-70-WS-20190318
Aqueous
Aluminum
6020B
360
ug/L
43
010
SS-01-WS-20190318
Aqueous
Barium
6020B
51
ug/L
27
018
SS-70-WS-20190318
Aqueous
Barium
6020B
45
ug/L
43
010
SS-01-WS-20190318
Aqueous
Iron
6020B
590
ug/L
27
018
SS-70-WS-20190318
Aqueous
Iron
6020B
500
ug/L
43
010
SS-01-WS-20190318
Aqueous
Manganese
6020B
7.4
ug/L
27
018
SS-70-WS-20190318
Aqueous
Manganese
60208
5.7
ug/L
43
011
SS-02-WS-20190318
Aqueous
Sulfate
300.0
34
mg/L
28
019
SS-80-WS-20190318
Aqueous
Sulfate
300.0
13
mg/L
44
011
SS-02-WS-20190318
Aqueous
TDS
SM 2540C-
170
mg/L
28
019
SS-80-WS-20190318
Aqueous
TDS
SM 2540C-
90
mg/L
44
011
SS-02-WS-20190318
Aqueous
Aluminum
6020E
150
ug/L
29
019
SS-80-WS-20190318
Aqueous
Aluminum
6020E
400
ug/L
45
011
SS-02-WS-20190318
Aqueous
Barium
6020E
47
ug/L
29
019
SS-80-WS-20190318
Aqueous
Barium
6020E
45
ug/L
45
011
SS-02-WS-20190318
Aqueous
Iron
6020B
530
ug/L
29
019
SS-80-WS-20190318
Aqueous
Iron
6020B
560
ug/L
45
011
SS-02-WS-20190318
Aqueous
Manganese
6020E
23
ug/L
29
020
SS-90-WS-20190318
Aqueous
Sulfate
300.0
20
mg/L
46
012
SS-20-WS-20190318
Aqueous
Sulfate
300.0
4.3
mg/L
30
020
SS-90-WS-20190318
Aqueous
TDS
SM 2540C-
110
mg/L
46
012
SS-20-WS-20190318
Aqueous
TDS
SM 2540C-
84
mg/L
30
020
SS-90-WS-20190318
Aqueous
Aluminum
6020B
140
ug/L
47
012
SS-20-WS-20190318
Aqueous
Aluminum
6020E
550
ug/L
31
020
SS-90-WS-20190318
Aqueous
Barium
6020E
45
ug/L
47
012
SS-20-WS-20190318
Aqueous
Barium
6020E
54
ug/L
31
020
SS-90-WS-20190318
Aqueous
Iron
6020E
340
ug/L
47
012
SS-20-WS-20190318
Aqueous
Iron
6020B
680
ug/L
31
020
SS-90-WS-20190318
Aqueous
Manganese
6020B
7.4
ug/L
47
012
SS-20-WS-20190318
Aqueous
Manganese
6020B
8.1
ug/L
31
021
PZ-02-WG-20190319
Aqueous
Sulfate
300.0
25
mg/L
48
013
SS-25-WS-20190318
Aqueous
Sulfate
300.0
4.4
mg/L
32
021
PZ-02-WG-20190319
Aqueous
TDS
SM 2540C-
120
mg/L
48
013
SS-25-WS-20190318
Aqueous
TDS
SM 2540C-
69
mg/L
32
021
PZ-02-WG-20190319
Aqueous
Aluminum
6020B
55
ug/L
49
013
SS-25-WS-20190318
Aqueous
Aluminum
6020E
610
ug/L
33
021
PZ-02-WG-20190319
Aqueous
Barium
6020E
36
ug/L
49
013
SS-25-WS-20190318
Aqueous
Barium
6020B
51
ug/L
33
021
PZ-02-WG-20190319
Aqueous
Cadmium
6020E
1.7
ug/L
49
013
SS-25-WS-20190318
Aqueous
Iron
6020E
700
ug/L
33
021
PZ-02-WG-20190319
Aqueous
Iron
6020E
390
ug/L
49
013
SS-25-WS-20190318
Aqueous
Manganese
6020B
5.5
ug/L
33
021
PZ-02-WG-20190319
Aqueous
Manganese
6020B
17
ug/L
49
014
SS-30-WS-20190318
Aqueous
Sulfate
300.0
24
mg/L
34
022
PZ-04-WG-20190319
Aqueous
Sulfate
300.0
31
mg/L
50
014
SS-30-WS-20190318
Aqueous
TDS
SM 2540C-
150
mg/L
34
022
PZ-04-WG-20190319
Aqueous
TDS
SM 2540C-
120
mg/L
50
014
SS-30-WS-20190318
Aqueous
Aluminum
6020E
360
ug/L
35
022
PZ-04-WG-20190319
Aqueous
Aluminum
6020E
130
ug/L
51
014
SS-30-WS-20190318
Aqueous
Barium
6020B
54
ug/L
35
022
PZ-04-WG-20190319
Aqueous
Barium
6020B
79
ug/L
51
014
SS-30-WS-20190318
Aqueous
Iron
6020E
880
ug/L
35
022
PZ-04-WG-20190319
Aqueous
Cadmium
6020B
1.0
ug/L
51
014
SS-30-WS-20190318
Aqueous
Manganese
6020E
19
ug/L
35
022
PZ-04-WG-20190319
Aqueous
Iron
6020E
200
ug/L
51
015
SS-40-WS-20190318
Aqueous
Sulfate
300.0
32
mg/L
36
022
PZ-04-WG-20190319
Aqueous
Manganese
6020B
12
ug/L
51
015
SS-40-WS-20190318
Aqueous
TDS
SM 2540C-
150
mg/L
36
023
PZ-05-WG-20190319
Aqueous
Sulfate
300.0
55
mg/L
52
015
SS-40-WS-20190318
Aqueous
Aluminum
6020E
160
ug/L
37
023
PZ-05-WG-20190319
Aqueous
TDS
SM 2540C-
160
mg/L
52
015
SS-40-WS-20190318
Aqueous
Barium
6020B
47
ug/L
37
023
PZ-05-WG-20190319
Aqueous
Aluminum
6020B
2000
ug/L
53
015
SS-40-WS-20190318
Aqueous
Iron
6020E
480
ug/L
37
023
PZ-05-WG-20190319
Aqueous
Barium
6020E
55
ug/L
53
015
SS-40-WS-20190318
Aqueous
Manganese
6020B
9.3
ug/L
37
023
PZ-05-WG-20190319
Aqueous
Cadmium
6020B
3.2
ug/L
53
016
SS-50-WS-20190318
Aqueous
Sulfate
300.0
3.7
mg/L
38
023
PZ-05-WG-20190319
Aqueous
Iron
6020B
3400
ug/L
53
016
SS-50-WS-20190318
Aqueous
TDS
SM 2540C-
72
mg/L
38
023
PZ-05-WG-20190319
Aqueous
Manganese
6020B
37
ug/L
53
016
SS-50-WS-20190318
Aqueous
Aluminum
6020B
240
ug/L
39
024
Dup-01-WG-20190320
Aqueous
Sulfate
300.0
11
mg/L
54
016
SS-50-WS-20190318
Aqueous
Barium
6020B
40
ug/L
39
024
Dup-01-WG-20190320
Aqueous
TDS
SM 2540C-
180
mg/L
54
016
SS-50-WS-20190318
Aqueous
Iron
6020E
740
ug/L
39
024
Dup-01-WG-20190320
Aqueous
Aluminum
6020E
140
ug/L
55
016
SS-50-WS-20190318
Aqueous
Manganese
6020B
25
ug/L
39
024
Dup-01-WG-20190320
Aqueous
Barium
6020B
110
ug/L
55
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —shealylab.com
Page 5 of 87
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —shealylab.com
Page 6 of 87

Detection Summary (Continued)
Lot Number: UC22009
Sample Sample ID Matrix Parameter Method Result Q Units Page
024 Dup-01-WG-20190320 Aqueous Iron 6020B 1600 ug/L 55
024 Dup-01-WG-20190320 Aqueous Manganese 6020D 32 ug/L 55
(143 detections)
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 7 of 87
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-001
Description: W-01-WG-20190319 Matrix: Aqueous
Date Sampled:03119/2019 1530
Date Received: 0312112019
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 (Sulfate) 300.0 5 03/29/2019 2101 SLU 11880
1 (TDS) SM 254OC-2011 1 03/22/2019 1655 MGM 10996
CAS Analytical
Parameter Number Method Result Q LOQ Units Run
Sulfate 300.0 940 5.0 mg/L 1
TDS SM 2540C- 2200 25 mg/L 1
LOO= unit & Quantitation B= Detected in the method blank E=Quanti.tion& compound exceeded the calibration range
ND= Not detected at or above the LOQ N= Recovery is out ar enter, P= The RPD behveen two QC columns exceeds 40%
H = Out of holding time W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 8 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-001
Description: W-01-WG-20190319 Matrix: Aqueous
Date Sampled:03119/2019 1530
)ate Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 03/27/20192006 BNW
03/23/2019 0847 11055
2 3005A
6020B 10 03/28/20191728 BNW
03/23/2019 0847 11055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020E
ND 40
ug/L
1
Barium
7440-39-3 6020B
20 5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND 0.50
ug/L
1
Chromium
7440-47-3 6020E
ND 5.0
ug/L
1
Iron
7439.89.6 6020E
1300 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
1
Manganese
7439-96-5 6020B
3100 50
ug/L
2
Selenium
7782.49.2 6020E
11 5.0
ug/L
1
LOO =Limit of Quantitetion B = Detected in the method blank E = Qu.nti.tion of compound exceeded the wIib.t,.n range
ND = Not detected at or above the LOQ N = R--i, I. out of cntena P = The RPD be—n two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-002
Description: W-02-WG-20190319 Matrix: Aqueous
Date Sampled:03119/2019 1605
)ate Received: 03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 03/29/20190958 SLU
11829
1
(TDS) SM 254OC-2011 1 03/22/2019 1655 MGM
10996
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
28
1.0
mg/L 1
TDS
SM 254OC-
94
25
mg/L 1
LOO=unit of Quantitetion B= Detected in the method blank E=Quanti.tion of ..pound exceeded the calibnotion range
ND = Not tletected at or above the LOQ N = Recovery is out of cntena P = The RPD be—n two QC calumny exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 9 of 87 Page 10 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-002
Description: W-02-WG-20190319 Matrix: Aqueous
Date Sampled:03/19/2019 1605
Date Received: 0312112019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-003
Description: W-03-WG-20190319 Matrix: Aqueous
Date Sampled:03/19/2019 1430
Date Received:03/21/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192012 BNW
03/23/2019 0847 11055
2
(Sulfate)300.0 5 04/02/20191052 SLU
12072
1
(TDS) SM 254OC-2011 1 03/22/2019 1655 MGM
10996
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
230
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
150
5.0
ug/L
1
Sulfate
300.0
250
5.0
mg/L 2
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
600
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
320
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
1t
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 = Quanti.tion of comp.und exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of critena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 11 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of comp.und exceeded the calibradon range
ND= Not detected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basic
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 12 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-003
Description: W-03-WG-20190319 Matrix: Aqueous
Date Sampled:0311912019 1430
Date Received:0312112019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-004
Description: W-03B-WG-20190319 Matrix: Aqueous
Date Sampled:0311912019 1415
Date Re ceived:0312112019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192018 BNW
03/23/2019 0847 11055
1
(sulfate)300.0 1 03/29/20191050 SLU
11829
1
(TDS) SM 254OC-2011 1 03/22/2019 1655 MGM
10996
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
ND
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
28
5.0
ug/L
1
Sulfate
300.0
39
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
290
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
230
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
180
5.0
ug/L
1
Selenium
7782-49-2 6020B
7.4
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quanti.tion of compound exceeded the wIib.t,.. ange
ND= Not detected at or above the LOQ N=R,—v I. out of cntena P=The RPD Wth..n two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 13 of 87
LOO = Limit of Quantitation B = Detected in the method blank E = Quanti.tion of compound exc..d.d the calibadon range
ND= Not detected at or above the LOQ N= Recovery is oul at cnlena P=The RPD be—n two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basic
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 14 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-004
Description: W-03B-WG-20190319 Matrix: Aqueous
Date Sampled:03119/2019 1415
Date Received:03121/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-005
Description: W-06-WG-20190320 Matrix: Aqueous
Date Sampled:03120/2019 1335
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192024 BNW
03/23/2019 0847 11055
1
(Sulfate)300.0 1 03/29/20191116 SLU
11829
1
(TDS) SM 254OC-2011 1 03/22/2019 1655 MGM
10996
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
ND
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
47
5.0
ug/L
1
Sulfate
300.0
10
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
270
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
650
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
48
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 = Quanti.tion of connxxnd exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of critana P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 15 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of comp.und exceeded the calibradon range
ND= Not detected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basic
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 16 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-005
Description: W-06-WG-20190320 Matrix: Aqueous
Date Sampled:03120/2019 1335
Date Received:03/21/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-006
Description: W-07-WG-20190320 Matrix: Aqueous
Date Sampled:03120/2019 1035
Date Received:03/21/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192030 BNW
03/23/2019 0847 11055
1
(Sulfate)300.0 1 03/29/20191142 SLU
11829
1
(TDS) SM 254OC-2011 1 03/22/2019 1655 MGM
10996
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
ND
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
42
5.0
ug/L
1
Sulfate
300.0
11
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
180
25
mg/L 1
Chromium
7440-47-3 6020B
5.5
5.0
ug/L
1
Iron
7439-89-6 6020B
100
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
ND
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of compound exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, is out of cntena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 17 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of compound exceeded the calibradon range
ND= Not tletected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 18 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-006
Description: W-07-WG-20190320 Matrix: Aqueous
Date Sampled:03120/2019 1035
Date Received:03/21/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-007
Description: W-08-WG-20190320 Matrix: Aqueous
Date Sampled:03120/2019 0935
Date Received:03/21/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192036 BNW
03/23/2019 0847 11055
1
(Sulfate)300.0 1 03/29/20191208 SLU
11829
1
(TDS) SM 254OC-2011 1 03/22/2019 1655 MGM
10996
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
96
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
100
5.0
ug/L
1
Sulfate
300.0
17
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
130
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
1400
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
29
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of 0... litation B = Detected in the method blank E = Quanti.tion of connxxnd exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of critena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 19 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of comp.und exceeded the calibradon range
ND= Not detected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basic
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 20 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-007
Description: W-08-WG-20190320 Matrix: Aqueous
Date Sampled:03120/2019 0935
Date Received:03/21/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-008
Description: W-09-WG-20190320 Matrix: Aqueous
Date Sampled:03120/2019 1225
Date Received:03/21/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192042 BNW
03/23/2019 0847 11055
1
(Sulfate)300.0 1 03/29/20191234 SLU
11829
1
(TDS) SM 254OC-2011 1 03/22/2019 1655 MGM
10996
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
450
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
240
5.0
ug/L
1
Sulfate
300.0
12
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
270
25
mg/L 1
Chromium
7440-47-3 6020B
20
5.0
ug/L
1
Iron
7439-89-6 6020B
730
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
17
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of compound exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of cntena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 21 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of compound exceeded the calibradon range
ND= Not tletected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 22 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-008
Description: W-09-WG-20190320 Matrix: Aqueous
Date Sampled:03120/2019 1225
Date Received:03/21/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-009
Description: PW-01-WG-20190319 Matrix: Aqueous
Date Sampled:03119/2019 1735
Date Received:03/21/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192048 BNW
03/23/2019 0847 11055
1
(Sulfate)300.0 5 03/29/20191418 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
ND
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440.39.3 6020B
110
5.0
ug/L
1
Sulfate
300.0
670
5.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
1500
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89-6 6020B
ND
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
ND
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of Qu-bunion B = Detected in the method blank E = Quanti.tion of compound exceeded the calibration range
ND = Not detected at or above the LOQ N = Recovery I. out of cnteria P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Repotted on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 23 of 87
LOO =Limit of Qu-bunion B = Detected in the method blank E = Quanti.tion of compound exceeded the calibration range
ND= Not tletected at or above the LOQ N= Recovery is out of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basic
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 24 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-009
Description: PW-01-WG-20190319 Matrix: Aqueous
Date Sampled:03/19/2019 1735
)ate Received: 03/21/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 03/27/20192105 BNW
03/23/2019 0847 11055
2 3005A
6020B 10 03/28/20191733 BNW
03/23/2019 0847 11055
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020B
430 40
ug/L
1
Barium
7440-39-3 6020B
38 5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND 0.50
ug/L
1
Chromium
7440-47-3 6020E
ND 5.0
ug/L
1
Iron
7439.89.6 6020E
5300 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
1
Manganese
7439-96-5 6020B
2700 50
ug/L
2
Selenium
7782.49.2 6020E
7.8 5.0
ug/L
1
LOO =Limit of Quantitetion B = Detected in the method blank E = Qu.nti.tion of compound exceeded the wIib.t,.n range
ND = Not detected at or above the LOQ N = R--i, I. out of cnt,na P = The RPD be—n two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-010
Description: SS-01-WS-20190318 Matrix: Aqueous
Date Sampled:03/18/2019 1620
)ate Received: 03/21/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate) 300.0 1 03/29/2019 1444 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
20
1.0 mg/L 1
TDS
SM 2540C-
150
25 mg/L 1
LOO=unit of Quantitetion B= Detected in the method blank E=Quanti.tion of ..pound exceeded the calibnotion range
ND = Not tletected at or above the LOQ N = Recovery is out of enter, P = The RPD be—n two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 25 of 87 Page 26 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-010
Description: SS-01-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1620
Date Received:03121/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-011
Description: SS-02-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1405
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192111 BNW
03/23/2019 0847 11055
1
(sulfate)300.0 1 03/29/20191510 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
230
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
51
5.0
ug/L
1
Sulfate
300.0
34
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
170
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
590
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
7.4
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 = Quanti.tion of mmp.und exceeded the calibration range
ND = Not detected at or above the LOQ N = Rem-i, I. out of cntaria P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 27 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of mmp.und exc..d.d the calibradon range
ND= Not detected at or above the LOQ N=Rii—, is oul of cntana P=The RPD W—iin twa QC mlumna exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 28 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-011
Description: SS-02-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1405
Date Received:03121/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-012
Description: SS-20-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1735
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192117 BNW
03/23/2019 0847 11055
1
(Sulfate)300.0 1 03/29/20191536 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
150
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
47
5.0
ug/L
1
Sulfate
300.0
4.3
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-
84
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
530
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
23
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 = Quanti.tion of mmp.und exceeded the calibration range
ND = Not detected at or above the LOQ N = Rem-i, I. out of cntaria P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 29 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of mmp.und exc..d.d the calibradon range
ND= Not detected at or above the LOQ N=Rii—, is oul of cntana P=The RPD W—iin twa QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basic
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 30 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-012
Description: SS-20-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1735
Date Received:03121/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-013
Description: SS-25-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1725
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192123 BNW
03/23/2019 0847 11055
1
(Sulfate)300.0 1 03/29/20191602 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
550
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
54
5.0
ug/L
1
Sulfate
300.0
4.4
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-
69
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
680
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
8.1
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of 0... litation B = Detected in the method blank E = Quanti.tion of connxxnd exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of critena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 31 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of comp.und exceeded the calibradon range
ND= Not detected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 32 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-013
Description: SS-25-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1725
Date Received:03121/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-014
Description: SS-30-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1635
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192153 BNW
03/23/2019 0847 11055
1
(Sulfate)300.0 1 03/29/20191628 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
610
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
51
5.0
ug/L
1
Sulfate
300.0
24
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
150
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
700
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
5.5
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 = Quanti.tion of mmp.und exceeded the calibration range
ND = Not detected at or above the LOQ N = Rem-i, I. out of cntaria P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 33 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of mmp.und exc..d.d the calibradon range
ND= Not detected at or above the LOQ N=Rii—, is oul of cntana P=The RPD W—iin twa QC mlumna exceed. 40%
H = Out of holding tlme W = Reported on wet weight basic
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 34 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-014
Description: SS-30-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1635
Date Received:03121/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-015
Description: SS-40-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1420
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192159 BNW
03/23/2019 0847 11055
1
(sulfate)300.0 1 03/29/20191654 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
360
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
54
5.0
ug/L
1
Sulfate
300.0
32
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
150
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
880
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
19
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of 0... litation B = Detected in the method blank E = Quanti.tion of connxxnd exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of critena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 35 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of comp.und exceeded the calibradon range
ND= Not detected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 36 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-015
Description: SS-40-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1420
Date Received:03121/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-016
Description: SS-50-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1800
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192216 BNW
03/23/2019 0847 11055
1
(Sulfate)300.0 1 03/29/20191720 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
160
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
47
5.0
ug/L
1
Sulfate
300.0
3.7
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-
72
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
480
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
9.3
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of 0... litation B = Detected in the method blank E = Quanti.tion of connxxnd exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of critena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 37 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of comp.und exceeded the calibradon range
ND= Not detected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 38 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-016
Description: SS-50-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1800
Date Received:03121/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-017
Description: SS-60-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1520
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192222 BNW
03/23/2019 0847 11055
1
(Sulfate)300.0 1 03/29/20191747 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
240
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
40
5.0
ug/L
1
Sulfate
300.0
13
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-
78
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
740
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
25
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of 0... litation B = Detected in the method blank E = Quanti.tion of connxxnd exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of critena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 39 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of comp.und exceeded the calibradon range
ND= Not detected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin twa QC calumna exceed. 40%
H = Out of holding tlme W = Reported on wet weight basic
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 40 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-017
Description: SS-60-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1520
Date Received:03121/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-018
Description: SS-70-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1505
Date Received: 03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192228 BNW
03/23/2019 0847 11055
1
(sulfate)300.0 1 03/29/20191813 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
560
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
41
5.0
ug/L
1
Sulfate
300.0
14
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-
83
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
750
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
7.9
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of 0... litation B = Detected in the method blank E = Quanti.tion of connxxnd exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of critena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 41 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of comp.und exceeded the calibradon range
ND= Not detected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 42 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-018
Description: SS-70-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1505
Date Received:03121/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-019
Description: SS-80-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1450
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192234 BNW
03/23/2019 0847 11055
1
(sulfate)300.0 1 03/29/20191931 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
360
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
45
5.0
ug/L
1
Sulfate
300.0
13
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-
90
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
500
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
5.7
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of 0... litation B = Detected in the method blank E = Quanti.tion of connxxnd exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of critena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 43 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of comp.und exceeded the calibradon range
ND= Not detected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 44 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-019
Description: SS-80-WS-20190318 Matrix: Aqueous
Date Sampled:03/18/2019 1450
Date Received:03/21/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-020
Description: SS-90-WS-20190318 Matrix: Aqueous
Date Sampled:03/18/2019 1435
Date Received:03/21/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192240 BNW
03/23/2019 0847 11055
1
(sulfate)300.0 1 03/29/20191957 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
400
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
45
5.0
ug/L
1
Sulfate
300.0
20
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
110
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
560
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
ND
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of 0... litation B = Detected in the method blank E = Quanti.tion of connxxnd exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, is out of critena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 45 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of comp.und exceeded the calibradon range
ND= Not detected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basic
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 46 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-020
Description: SS-90-WS-20190318 Matrix: Aqueous
Date Sampled:03118/2019 1435
Date Received:03121/2019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-021
Description: PZ-02-WG-20190319 Matrix: Aqueous
Date Sampled:03119/2019 1115
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20192246 BNW
03/23/2019 0847 11055
1
(Sulfate)300.0 1 03/29/20192115 SLU
11829
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
140
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
45
5.0
ug/L
1
Sulfate
300.0
25
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 2540C-
120
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
340
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
7.4
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of 0... btation B = Detected in the method blank E = Quanti.tion of mnnxxnd exceeded the calibration range
ND = Not detected at or above the LOQ N = Rem-i, I. out of cntaria P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 47 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of mmp.und exc..d.d the calibradon range
ND= Not detected at or above the LOQ N= Recovery is oul of cntana P= The RPD W—iin twa QC column exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 48 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-021
Description: PZ-02-WG-20190319 Matrix: Aqueous
Date Sampled:03119/2019 1115
Date Received: 0312112019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-022
Description: PZ-04-WG-20190319 Matrix: Aqueous
Date Sampled:03119/2019 0920
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20191919 BNW
03/23/2019 0847 11054
1
(Sulfate)300.0 1 03/29/20192259 SLU
11830
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
55
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
36
5.0
ug/L
1
Sulfate
300.0
31
1.0
mg/L 1
Cadmium
7440-43-9 6020B
1.7
0.50
ug/L
1
TDS
SM 2540C-
120
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
390
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
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 = Quanti.tion of compound exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of critena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 49 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of compound exceeded the calibradon range
ND= Not tletected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 50 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-022
Description: PZ-04-WG-20190319 Matrix: Aqueous
Date Sampled:03119/2019 0920
Date Received: 0312112019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-023
Description: PZ-05-WG-20190319 Matrix: Aqueous
Date Sampled:03119/2019 1030
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20191925 BNW
03/23/2019 0847 11054
1
(Sulfate)300.0 1 03/30/20190109 SLU
11830
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
130
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
79
5.0
ug/L
1
Sulfate
300.0
55
1.0
mg/L 1
Cadmium
7440-43-9 6020B
1.0
0.50
ug/L
1
TDS
SM 2540C-
160
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
200
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
12
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 = Quanti.tion of compound exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of critena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 51 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of compound exceeded the calibradon range
ND= Not tletected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 52 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-023
Description: PZ-05-WG-20190319 Matrix: Aqueous
Date Sampled:03119/2019 1030
Date Received: 0312112019
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: UC22009-024
Description: Dup-01-WG-20190320 Matrix: Aqueous
Date Sampled:03120/2019
Date Received:03121/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 03/27/20191931 BNW
03/23/2019 0847 11054
1
(Sulfate)300.0 1 03/30/20190135 SLU
11830
1
(TDS) SM 254OC-2011 1 03/23/2019 0152 MGM
10997
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
2000
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
55
5.0
ug/L
1
Sulfate
300.0
11
1.0
mg/L 1
Cadmium
7440-43-9 6020B
3.2
0.50
ug/L
1
TDS
SM 2540C-
180
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020B
3400
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
37
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 = Quanti.tion of compound exceeded the calibration range
ND = Not detected at or above the LOQ N = R--i, I. out of critena P = The RPD W—iin two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 53 of 87
LOO =Limit of Quantitation B = Detected in the method blank E = Quanti.tion of compound exceeded the calibradon range
ND= Not tletected at or above the LOQ N= Recovery is oul of enter. P=The RPD W—iin two QC columns exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 54 of 87

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: UC22009-024
Description: Dup-01-WG-20190320 Matrix: Aqueous
Date Sampled:03/20/2019
)ate Received:03/21/2019
Run Prep Method
2 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 04/24/20191446 BNW
Prep Date Batch
03/23/2019 0847 11054
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020B
140
40
ug/L
2
Barium
7440-39-3 6020B
110
5.0
ug/L
2
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
2
Chromium
7440-47-3 6020B
ND
5.0
ug/L
2
Iron
7439.89.6 6020B
1600
50
ug/L
2
Lead
7439-92-1 6020E
ND
1.0
ug/L
2
Manganese
7439-96-5 6020B
32
5.0
ug/L
2
Selenium
7782-49-2 6020B
ND
5.0
ug/L
2
LOO = Limit of Quantitation B = Detected in the method blank E = Qu.nti.tion of comp.und exceeded the wIib.t,.n range
ND = Not detectetl u or above the LOQ N = Remvary I. out of cntaria P = The RPD behveen two QC column. exceed. 40%
H = Out of holding tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] wvnv.shealylab.com
Page 55 of 87
QC Summary
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] v— shealylab.com
Page 56 of 87

Inorganic non-metals - MB
Sample ID: U010996-001 Matrix: Aqueous
Batch: 10996
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ
TDS ND 1 25
Inorganic non-metals - LCS
Sample ID: U010996-002 Matrix: Aqueous
Batch: 10996
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 03/22/2019 1655 TDS 1500 1400 1 96 90-110 03/22/2019 1655
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeda
LOD = Limit of Detection ND = Not datectad at or shave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-shealylaocom
Page 57 of 87
LOQ = Limit of Quantitation P = The RPD between two GC columns exceetls 40% N = Recovery ie out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeha
LOD = Limit of Detection ND = Not datected at or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] -shealylab.com
Page 58 of 87

Inorganic non-metals - MB
Sample ID: U010997-001 Matrix: Aqueous
Batch: 10997
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ
TDS ND 1 25
Inorganic non-metals - LCS
Sample ID: U010997-002 Matrix: Aqueous
Batch: 10997
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 03/23/2019 0152 TDS 1500 1500 1 97 90-110 03/23/2019 0152
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeda
LOD = Limit of Detection ND = Not datectad at or shave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-shealylaocom
Page 59 of 87
LOQ = Limit of Quantitation P = The RPD between two GC columns exceetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeha
LOD = Limit of Detection ND = Not datected at or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] -shealylab.com
Page 60 of 87

Inorganic non-metals - Duplicate
Sample ID: UC22009-012DU Matrix: Aqueous
Batch: 10997
Analytical Method: SM 2540C-2011
Sample
Amount Result % RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS 84 85 1 1.2 20 03/23/2019 0152
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected at or shave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-shealylab.com
Inorganic non-metals - Duplicate
Sample ID: UC22009-018DU Matrix: Aqueous
Batch: 10997
Analytical Method: SM 2540C-2011
Sample
Amount Result % RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS 83 80 1 3.7 20 03/23/2019 0152
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected at or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-shealylab.ccm
Page 61 of 87 Page 62 of 87

Inorganic non-metals - MB
Sample ID: U011829-001 Matrix: Aqueous
Batch: 11829
Analytical Method: 300.0
Parameter Result Q Dil LOQ
Sulfate ND 1 1.0
Inorganic non-metals - LCS
Sample ID: UQ11829-002 Matrix: Aqueous
Batch: 11829
Analytical Method: 300.0
Spike
Amount Result % Roe
Units Analysis Date Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
mg/L 03/29/2019 0839 Sulfate 20 20 1 101 90-110 03/29/2019 0932
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeda
LOD = Limit of Detection ND = Not datectad at or shave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-shealylaocom
Page 63 of 87
LOQ = Limit of Quantitation P = The RPD between two GC columns exceetls 40% N = Recovery ie out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeha
LOD = Limit of Detection ND = Not datected at or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] -shealylab.com
Page 64 of 87

Inorganic non-metals - MS
Sample ID: UC22009-02OMS Matrix: Aqueous
Batch: 11829
Analytical Method: 300.0
Sample Spike
Amount Amount Result % Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 20 20 40 1 99 90-110 03/29/2019 2023
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected at ar shave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylaocom
Inorganic non-metals - MSD
Sample ID: UC22009-02OMD Matrix: Aqueous
Batch: 11829
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 20 20 40 1 100 0.75 90-110 20 03/29/2019 2049
LOQ = Limit of Quantitation P = The RPD between two GC columns exceetls 40% N = Recovery ie out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected at ar above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —shealylab.com
Page 65 of 87 Page 66 of 87

Inorganic non-metals - MS
Sample ID: UC22009-021MS Matrix: Aqueous
Batch: 11829
Analytical Method: 300.0
Sample Spike
Amount Amount Result % Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 25 20 44 1 98 90-110 03/29/2019 2141
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected at ar shave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylaocom
Inorganic non-metals - MSD
Sample ID: UC22009-021MD Matrix: Aqueous
Batch: 11829
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 25 20 45 1 99 0.68 90-110 20 03/29/2019 2207
LOQ = Limit of Quantitation P = The RPD between two GC columns exceetls 40% N = Recovery ie out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected at ar above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —shealylab.com
Page 67 of 87 Page 68 of 87

Inorganic non-metals - MB
Sample ID: UQ11830-001 Matrix: Aqueous
Batch: 11830
Analytical Method: 300.0
Parameter Result Q Dil LOQ
Sulfate ND 1 1.0
Inorganic non-metals - LCS
Sample ID: UQ11830-002 Matrix: Aqueous
Batch: 11830
Analytical Method: 300.0
Spike
Amount Result % Roe
Units Analysis Date Parameter (mg/L) (ri Q Dil % Rec Limit Analysis Date
mg/L 03/29/2019 1905 Sulfate 20 20 1 101 90-110 03/29/2019 2233
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeda
LOD = Limit of Detection ND = Not datectad at or shave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-shealylaocom
Page 69 of 87
LOQ = Limit of Quantitation P = The RPD between two GC columns exceetls 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeha
LOD = Limit of Detection ND = Not datected at or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] -shealylab.com
Page 70 of 87

Inorganic non-metals - MS
Sample ID: UC22009-022MS Matrix: Aqueous
Batch: 11830
Analytical Method: 300.0
Sample Spike
Amount Amount Result % Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 31 20 50 1 93 90-110 03/29/2019 2325
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected at ar shave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylaocom
Inorganic non-metals - MSD
Sample ID: UC22009-022MD Matrix: Aqueous
Batch: 11830
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 31 20 50 1 98 1.8 90-110 20 03/30/2019 0043
LOQ = Limit of Quantitation P = The RPD between two GC columns exceetls 40% N = Recovery ie out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected at ar above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —shealylab.com
Page 71 of 87 Page 72 of 87

Inorganic non-metals - MB
Sample ID: U011880-001 Matrix: Aqueous
Batch: 11880
Analytical Method: 300.0
Parameter Result Q Dil LOQ
Sulfate ND 1 1.0
Inorganic non-metals - LCS
Sample ID: U011880-002 Matrix: Aqueous
Batch: 11880
Analytical Method: 300.0
Spike
Amount Result % Roe
Units Analysis Date Parameter (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
mg/L 03/29/2019 1029 Sulfate 20 20 1 101 90-110 03/29/2019 1134
LOQ = Limit of Quantkation P = The RPD between two GC columns exceetls 40% N = Recovery is o of criteria
DL = Detectlon Limit J = Estimated result < LOD and > DL += RPD Is out of crkeda
LOD = Limit of Detection ND = Not detected at or shave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-shealylaocom
Page 73 of 87
LOQ = Limit of Quantitation P = The RPD between two GC columns exceetls 40% N = Recovery ie out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeha
LOD = Limit of Detection ND = Not detected at or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] -shealylab.com
Page 74 of 87

Inorganic non-metals - MB
Sample ID: U012072-001 Matrix: Aqueous
Batch: 12072
Analytical Method: 300.0
Parameter Result Q Dil LOQ
Sulfate ND 1 1.0
Inorganic non-metals - LCS
Sample ID: U012072-002
Matrix: Aqueous
Batch: 12072
Analytical Method: 300.0
Spike
Amount
Result
% Roe
Units Analysis Date Parameter
(mg/L)
(mg/L) Q Dil % Rec
Limit Analysis Date
mg/L 04/02/2019 0947 Sulfate
20
20 1 101
90-110 04/02/2019 1020
LOQ = Limit of Quant.tion P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeda
LOD = Limit of Detection ND = Not detected at or shave the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylaocom
Page 75 of 87
LOQ = Limit of Quantitation P = The RPD betwaen two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeha
LOD = Limit of Detection ND = Not sate— at or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —shealylab.com
Page 76 of 87

ICP-MS Metals - MB
ICP-MS Metals - LCS
Sample ID: U011054-001
Batch: 11054
Analytical Method: 6020E
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 03/23/2019 847
Sample ID: UQ11054-002
Batch: 11054
Analytical Method: 6020E
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 03/23/2019 847
Spike
Amount
Result
% Rae
Parameter
Result
Q Dil
LOQ
Units
Analysis Date
Parameter
(ug/L)
(ug/L)
Q Dil % Rec
Limit
Analysis Date
Aluminum
ND
1
40
ug/L
03/26/2019 2113
Aluminum
100
99
1 99
80-120
03/26/2019 2119
Barium
ND
1
5.0
ug/L
03/26/2019 2113
Barium
100
100
1 101
80-120
03/26/2019 2119
Cadmium
ND
1
0.50
ug/L
03/26/2019 2113
Cadmium
100
98
1 98
80-120
03/26/2019 2119
Chromium
ND
1
5.0
ug/L
03/26/2019 2113
Chromium
100
95
1 95
80-120
03/26/2019 2119
Iron
ND
1
50
ug/L
03/26/2019 2113
Iron
1000
1000
1 102
80-120
03/26/2019 2119
Lead
ND
1
1.0
ug/L
03/26/2019 2113
Lead
100
100
1 102
80-120
03/26/2019 2119
Manganese
ND
1
5.0
ug/L
03/26/2019 2113
Manganese
100
99
1 99
80-120
03/26/2019 2119
Selenium
ND
1
5.0
ug/L
03/26/2019 2113
Selenium
100
97
1 97
80-120
03/26/2019 2119
LOQ = Limit of Quantkation P = The RPD between iwc GC columns exceeds 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL += RPD Is out of crkeda
LOD = Limit of Detection ND = Not detected at ar abave the LOQ
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylab.com
Page 77 of 87
LOQ = Limit of Quantitation P = The RPD betwaen two GC columns exceeds 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL += RPD Is out of crkeda
LOD = Limit of Detection ND = Not detected at ar abave the LOQ
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylab.com
Page 78 of 87

ICP-MS Metals - MB
ICP-MS Metals - LCS
Sample ID: U011055-001
Batch: 11055
Analytical Method: 6020B
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 03/23/2019 847
Sample ID: U011055-002
Batch: 11055
Analytical Method: 6020E
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 03/23/2019 847
Spike
Amount
Result
% Rae
Parameter
Result
Q Dil
LOQ
Units
Analysis Date
Parameter
(ug/L)
(ug/L)
Q Dil % Rec
Limit
Analysis Date
Aluminum
ND
1
40
ug/L
03/27/2019 1955
Aluminum
100
97
1 97
80-120
03/27/2019 2001
Barium
ND
1
5.0
ug/L
03/27/2019 1955
Barium
100
100
1 100
80-120
03/27/2019 2001
Cadmium
ND
1
0.50
ug/L
03/27/2019 1955
Cadmium
100
96
1 96
80-120
03/27/2019 2001
Chromium
ND
1
5.0
ug/L
03/27/2019 1955
Chromium
100
98
1 98
80-120
03/27/2019 2001
Iron
ND
1
50
ug/L
03/27/2019 1955
Iron
1000
1000
1 104
80-120
03/27/2019 2001
Lead
ND
1
1.0
ug/L
03/27/2019 1955
Lead
100
100
1 102
80-120
03/27/2019 2001
Manganese
ND
1
5.0
ug/L
03/27/2019 1955
Manganese
100
96
1 96
80-120
03/27/2019 2001
Selenium
ND
1
5.0
ug/L
03/27/2019 1955
Selenium
100
110
1 107
80-120
03/27/2019 2001
LOQ = Limit of Quantkation P = The RPD between two GC columns exceeds 40% N = Recovery is - of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL += RPD Is out of crkeda
LOD = Limit of Detection ND = Not detected at or above the LOQ
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylab.com
Page 79 of 87
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is - of criteria
DL = Detection Limit J = Estimated result < LOQ and > DL += RPD Is out of crkeda
LOD = Limit of Detection ND = Not tletected at or above the LOQ
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylab.com
Page 80 of 87

ICP-MS Metals - MS
Sample ID: UC22009-012MS Matrix: Aqueous
Batch: 11055 Prep Method: 3005A
Analytical Method: 6020B Prep Date: 03/23/2019 847
Sample
Spike
Amount
Amount
Result
% Rec
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil
%Rec
Limit
Analysis Date
Aluminum
550
100
1300
N 1
763
70-130
03/27/2019 2129
Barium
54
100
150
1
96
70-130
03/27/2019 2129
Cadmium
ND
100
93
1
93
70-130
03/27/2019 2129
Chromium
ND
100
97
1
97
70-130
03/27/2019 2129
Iron
680
1000
1800
1
111
70-130
03/27/2019 2129
Lead
ND
100
99
1
99
70-130
03/27/2019 2129
Manganese
8.1
100
100
1
95
70-130
03/27/2019 2129
Selenium
ND
100
100
1
100
70-130
03/27/2019 2129
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeha
LOD = Limit of Detecton ND = Not datected at ar above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylab.com
ICP-MS Metals - MSD
Sample ID: UC22009-012MD Matrix: Aqueous
Batch: 11055 Prep Method: 3005A
Analytical Method: 6020B Prep Date: 03/23/2019 847
Sample
Spike
Amount
Amount
Result
%Rec
% RPD
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil
% Rec
% RPD
Limit
Limit
Analysis Date
Aluminum
550
100
1400
N 1
863
7.3
70-130
20
03/27/2019 2135
Barium
54
100
150
1
95
0.80
70-130
20
03/27/2019 2135
Cadmium
ND
100
92
1
92
0.84
70-130
20
03/27/2019 2135
Chromium
ND
100
95
1
95
1.3
70-130
20
03/27/2019 2135
Iron
680
1000
1900
1
117
3.3
70-130
20
03/27/2019 2135
Lead
ND
100
99
1
99
0.57
70-130
20
03/27/2019 2135
Manganese
8.1
100
100
1
94
0.59
70-130
20
03/27/2019 2135
Selenium
ND
100
100
1
100
0.86
70-130
20
03/27/2019 2135
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crterla
LOD = Limit of Detection ND = Not detected at ar above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —shealylab.com
Page 81 of 87 Page 82 of 87

Chain of Custody
and
Miscellaneous Documents
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] viww.shealylab.com
Page 83 of 87
SHEALY ENVIRONMENTAL SERVICES, INC.
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Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] -shealylab.com
Page 84 of 87

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106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-shealylab.com
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106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-shealylab.com
Page 86 of 87

SHEALY ENVIRONMENTAL SERVICES, INC.
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Yes
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pH Strip [D18.2225 CLlorina Strip ID: NA _ Tcswd by: LKH
Original lenipmalure upon reccipt 1 Dcri vcd (Currcuted) temperature upon receipt YSnlid Snap -Cap ID; NA
1.3 11.3 oC 1.6 11.6 aC NA /NA °C NA INA °C
Methad: mTemptuature 61ank ❑Agninst Bowles IA (tun rD: 5 IR s'nm Comecfion I'acror. 0 °C
Method of coolant: 0 Wet Ice ❑ Tee Packs ❑ Dry lot Q None
❑ Yea
[I No
0NA
3. If tompentmuW re of any cooler exce6.0'oC, was Prujecl NlanaecrN ofified'i
PM was NutiMcd by: phone? email I face-roface (circle nm),
❑ Yes
1 171 Nol
ONA
4. In the urn—mial courier's pachng slip attached m this form?
0 Yea
❑ No
5. Were prorw custody procedures (rel inquishr�rccaived) inllowerl?
0 Yes
El No
6. Were sample Ma listed on the COC?
0 Yes
❑ No
7. Were sample IDs lisp on all sarriple conlaincrs?
0 Yes
❑ No
& Was collection date & lime listed on the COC?
Yes
❑No
R. Was tolledion dare & time listed on all Semple containers?
QJ Yes
❑ No
10. Did Iill contedFier label information (1D, date, tint] agree with the CDC'?
0 Yes
❑ No
11. were tests [o be pelts rmed ]istrxl an the COC'7
0 Yes
❑ No
12 T)irl all samples arrive in the proper containers for each test an&or in pond world too
(unbroken, lids tar, eto_J?
1'es
❑ No
13, Was adequate sample volume available?
0 Yes
❑ Nn
14, Were all sample. received within Si flre heldi ng time or 48 hours, vhi rhel comes first?
rr Yes
VD
I5, W=any samples containers miRSInglexotas (circle one) samples Not lisLiw on CDC?
❑ Y-
❑ No
®NA
16, Fot VOA and RSK-175 samples, were bubbles presean = "pea -size" tre'or 6mm in diameter)
in any of the VOA viah;?
® Yee
11 No
El NA
17. Were all DTiCVmclnls/nulricnt ..?I. received at a pH of c.2'
❑ Y.
No
NA
18. R'ere all a ide samples received at a H 12 and slit firlr sam les received at a pH 5 4?
❑Yes
❑No
®NA1.We1+e¢
applicable NEI)I'KINIcyamddphetta]i625 i=O.SmgyL samples —of residnaL
chlnrinc?
❑ Yes
❑ No
®T4A
20. Were client irmarkstnequests (Le. requested dilutions, MSIMSD designationK eta...)
correctly transcribed fram the COC into the comment section in LlMS?
D Ye5
No
121.
Was du: quote number listed on the container lapel? if _L, 9
Sample Preservation (Must bee—plch'd for any snmple(s) Incorrectly preserved or ■vilh hcadspace.)
smnple(s) NA were trceived tncofreedy preserved and were adjusted awordin¢Iv
in sample rcociving with NA mL of circle Due; H2SOe, [-IN03, HCI, NaDI I using SA # NA _
Time of preservation NA If more }ban ane pmservative is Deeded, please note in the comments below,
Sxunple(s) NA were term vcd with bubbles 16 tam in diaLmbet.
samples(s) NA. were received wish TRC ? 0.5 okWL (If#119 is nv } mid were
adjusted aowrdieply in Sample rcceM n-, with sodium !Mosul[-tc (NayStO,) with Shealy ID: NA
Sit beroode Labels appli cd by: LKH Date: 03-22-2019
Cununenisr
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] viww.shealylab.com
Page 87 of 87
Shealy Environmental Services, Inc.
Document Number. ME001 W6-02
Report Revision Notice
Page 1 of 1
Effective Date: 8/8/2018
Revision Date:
04/25/19
Initial Report Submission Date:
04/03/19
Lot Number:
UC22009
Client:
ERM NC, Inc.
PM:
KMN2
Classification of Report Revision:
❑Client identified X Non-conformance
What changed from original report: (please be specific)
Per the client, sample -024 was a duplicate and the metals results (particularly aluminum) did
not match the parent sample results. The sample was re -analyzed in duplicate and the
aluminum result was significantly lower than originally reported. Upon further investigation,
the lab found that the sample was contaminated from the sample analyzed immediately prior,
leading to erroneously high results for aluminum and iron. All metals results have been revised
to report the re -analysis results.

GROUNDWATER AND SURFACE WATER MONITORING SEMI-ANNUAL SUMMARY REPORT —MARCH 2O19
APPENDIX C GROUNDWATER SAMPLING LOGS
www.erm.com Version: 1.0 Project No.: 0441331 Client: R.J. Reynolds Tobacco Co. June 2019
2019-03 Edwards Rd LF Rural Hall GW Report.docx

,�
l
__-
WAfiER MATRIX SAMPLING �" - -
_-----�,
---_ __... � — -- nrr .,.,P�ii
FIELD DATA FORM
Site Name: RJRT -Rural Hall Job #:
Sample Type: Circle one - onitor We PT, Surface Water, Potable WSW; other)
Sample ID: W-1
Date: ; �� I /`
Sampling Personnel: Charles Finlon l�ylana Hattenberger
Weather Conditions: Sunny Partly Cloudy, Cloudy, Rain; Other
Time: n a
Well Type: Flush Surtace Completion, Ick Up�Completion Well Tag Present: Yes No
Well Locked: Yes No Lock Present: e_ No Well ID info. on Tag: Yes No
Well Bolted: Yes, No, � Well Cap: Yes,(Ng7 - Well Cap Condition: Good, Replace,' Other; ^ �(1(�I' � ({�
Well Pad Condition: L`Goo , Cracked, Replace, Other: Well Location Grass, �sphalt,`CorrcPete, Woods, Other; i �%-@. ��'�
Additional Comments:
Total Depth of Well (T.D.): 20 Screen Length: 5, 10, 15, 20 feet -other:
De th to Water D.T.W : t�l Well Diameter: 2, 4, 6, s Inches -other:
Field Parameters measured with: YSI /Hach 2100Q Casing Type: PVC, Steel other:
Purge Rate: mL/min Sampling Device: eristalti Monsoon, Grundfos, Bailer, PDB, Other:
Tubing Type: Polyethylene. Measuring Point: TOC other:
Pump Intake (ft be ow M.P.): Color: ;� � Odor: Yes, No
Time: Volume DTW: Temp pH SpC DO ORP Turb
min Pur ed feet (°c) std units uS/cm m /L mV NTU
Stabalization (see note +/- +/_ +/- +/- +/- +/-
Criteria2 (gallons) below)' 3% 0.1 unit 3% 10% 10 mV 10%4 Comments:
�� � .� 1 � �0 �/i� 1 ,C -I�1 � � c�
���
Official Sampling Date &Time: ��IG� �I�� /
Samples Collected:
Metals
Analysis Requested:
6010
Preservative:
HNO3
Hold Time (days):
28
Lab:
Shealy
Sulfate
Sulfate
Unpreserved
28
Shealy
TDS
TDS
Unpreserved
28
Shealy
Notes:
(ij - Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that may be resting on the well bottom.
(2j -Stabilization cdleria based on three most recent consecutive measurements.
(3) -Total drawdown in well to be less than 0.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 ft).
(q) +/- 10 % when turbidity is over 10 NTUs.
'�' I

Site Name: RJRT - Rural
Sample Type: Circle one -
Hall Job #:
onitor We , PT, Surface Water, Potable WSW; other)
Sample ID: W-2
Date: J w t \
Sampling Personnel:
tharles Finlon
Dylana Hattenberger'
Weather Conditions: unn ,
Partly Cloudy, Cloudy, Rain; Other
Time:L
Well Type: Flush Surface Completion, Stick Up Completion
Well Locked: Ye No Lock Present:(Ye), No
Well Tag Present:
Well ID info. on Tag:
Ye7 No
`Yes) No
Well Bolted: Yes, No /A..
Well Cap: Yes, No
Well Cap Condition:
(Good) Replace, Other;
Well Pad Condition. TO
Cracked, Replace, Other:
Well Location: Grassy Asphalt,
Concrete,
Woods, Other;
Additional Comments:
Total Depth of Well (T.D.):
17
Screen Length:
51 10, 15,
20
feet -other:
Depth to Water D.T.W : (t)
Field Parameters measured with: YSI / Hach
2100Q
Well Diameter:
Casing Type:
20 4, 6, 8
PVC, Steel
Inches -other:
other:
Purge Rate:
mUmin
Sampling Device:
<Zeristaltij Monsoon,
Grundfos, Bailer, PDB, Other:
Tubing Typ :.. Polyethylen
Pump Intake (ft below M.P.):
Measuring Point:
Color: CWA
fOC
Odor:
other:
Yes, No
Time:
min
Volume
Purged
DTW:
feet
Temp
(eC)
pH
std units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria2
(gallons)
(see note+/-
below)'
3%
0.1 unit
3%
10%
10 mV
10%4
15�I C
o t1bI
Q •
I
.
,L
SNI
1 U0�
iDA� s
130
l0,
LI
11
t{b
I ( .!�L
q 1
15 Gv X
0 (; i
0 t/
het
Official Sampling Date &Time:
Samples Collected: Analysis Requested: Preservative:
Metals 6010 HNO3
Sulfate
TDS
Sulfate
TDS
Unpreserved
Unpreserved
Notes:
(1) - Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that may be resting on the well bottom.
(2) -Stabilization criteria based on three most recent consecutive measurements,
(3) - Totai drawdown in well to be less than 0.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 ft).
(4) +1- 10 %when turbidity is over 10 NTUs.
Hold
Time (days Lab:
28 Shealy
28 Shealy
28 Shealy

WATER MATRIX SAMPLING
FIELD DATA FORM ERM
Site Name: RJRT - Rural
Sample Type: Circle one -(t!onitor
Hall Job #:
We PT, Surface Water, Potable WSW; other)
Sample ID: W-3
Date: /1
Sampling Personnel:
Charles Finlon
ylana Hattbnber �r
Weather Conditions:<�Sunn
Partly Cloudy, Cloudy, Rain; Other
Time:
Well Type: Flush Surface Completion, 6tick Up Cornpletlo'nN
Well Tag Present:
"Yes)_ No
Well Locked: ,,Ye, No
Lock Present:
Well ID info. on Tag:" des' No,
Well Bolted: Yes, No(N%A}
Well Cap: Yes, No
Well Cap Condition:
(Goad, Replace, Other;
Well Pad Condition: Good,
Cracked, Replace, Other:
Well Location: (, rass
Asphalt,
Concrete,6woods)Other;
Additional Comments:
Total Depth of Well (T.D.):
17
Screen Length:
51 10, 15,
20 feet -other:
Depth to Water D.T.W : (1) c(, 1
Well Diameter:
2, 4, U,
Inches -other:
Field Parameters measured
with: SI/ Hach
2100Q
Casing Type:
PVC, Steel other:
Purge Rate:
mL/min
Sampling Device:
eristalti
Monsoon, Grundfos, Bailer, PDB, Other:
Tubing Type: olyethylen
Measuring Point:
'`TO
other:
Pump Intake (ft below-M.P.):
Color:
Odor: Yes, No
Time:
min
Volume
Purged
DTW:
feet
Temp
(°C)
pH
std units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria2
(gallons)
(see note+/-
below)'
3%
0.1 unit
3%
10%
10 mV
10%4
�
s
tl ,
'z ILI
5 .
12
Official Sampling Date &Time: I q Xj
Samples Collected: Analysis Requested: Preservative: Hold Time (daysZ Lab:
Metals 6010 HNO3 28 Shealy
Sulfate Sulfate Unpreserved 28 Shealy
TDS TDS Unpreserved 28 Shealy
Notes:
(1) - Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that may be resting on the well bottom.
(2) -Stabilization crileda based on three most recent consecutive measurements.
(3) -Total drawdown in well to be less than 0.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 ft).
(4) +/- 10% when turbidity is over 10 NTUs.

WATER MATRIX SAMPLING
FIELD DATA FORM rp .
Site Name: RJRT - Rural
Sample Type: Circle one -
Hall Job #:
onitor We PT, Surface Water, Potable WSW; other)
Sample ID: W-3B
Date: i
Sampling Personnel:
6arleslFinlon Dylana Hattenberger
Weather Conditions: un y,
Partly Cloudy, Cloudy, Rain; Other
Time: t 3 ; 4 S
Well Type: Flush s ace Completion, Sti Lc Up -Completion
Well Tag Present:
9, No
Well Locked: Yes, No
Lock Present: Y , No
Well ID info. on Tag: No
Well Bolted: Yes, No, /A
Well Cap: Yes, o
Well Cap Condition: 4ad, Replace, Other;
Well Pad Condition: GOA,
Cracked, Replace, Other:
Well Location: 'ra
Asphalt,
Concrete,
Woods, Other;
Additional Comments: o-
C
Total Depth of Well (T.D.):
210
Screen Length:
51 10, 15,
0
feet -other:
Depth to Water D.T.W : tt)
' . ,�
Well Diameter:
21 4, s, s
Inches -other:
Field Parameters measured
with: YSI / Hach 2100Q
Casing Type:
PVC, Steel
other:
Purge Rate:
mUmin
Sampling Device7<
eristalti Monsoon, Grundfos, Bailer, PDB, Other:
Tubing Type: Polyethylene
Measuring Point:
TOC
other:
Pump Intake (ft below KID.):
Color:
Odor:
Yes, td
Time:
min
Stabalization
Criteria2
S
Volume
Purged
(gallons)
n.I
DTW:
feet
(see note+/-
below)'
a
Temp
CC)
3%
i
pH
std units
0.1 unit
V°
SPC
uS/cm
3%
qj<rw
DO
mg/L
10%
ORP
mV
10 mV
Turb
NTU
10%4
Comments:
c3C��
�
� �
C3
)C�,•`"lei
i ��
�'
C'`1r,5
S 3 '
3. L5
Official Sampling Date &Time:
Samples Collected: Analysis Requested: Preservative:
Metals 6010 HNO3
Sulfate
TDS
Sulfate
TDS
Unpreserved
Unpreserved
Notes:
(1) - Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that may be resting on the well bottom.
(2) -Stabilization criteria based on three most recent consecutive measurements.
(3) -Total drawdown in well to be less than o.i m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 ft).
(4) +/- 10 % when turbidity is over 10 NTUs.
Hold
Time (days): Lab:
28 Shealy
28 Shealy
28 Shealy

WATER MATRIX SAMPLING
FIELD DATA FORM
ERM
Site Name: RJRT - Rural
Sample Type: Circle one -ttonitor
Hall Job #:
We PT, Surface Water, Potable WSW; other)
Sample ID: W-6
Date: I t
Sampling Personnel:
Charles FinlC Dylana Hattenberger
Weather Conditions: (Sun.
, Partly Cloudy, Cloudy, Raln; er
Time:
Well Type: F sh Surface Completion, Stick Up Completion
Well Tag Present:
Ye No
Well Locked:
Ye , No
Lock Present: Yes, No
Well ID info. on Tag:
es, No
Well Bolted: Yes, N , w
ell Cap: Yes
:
oo , Replace, Other;
Well Pad Condition: Good,
racke eplace, Other:
Well Locatio Gras
, Asphalt, Concrete,
Woods, Other;
Additional Comments:
Total Depth of Well (T.D.):
200
Screen Length:
51 10, 15, 20
feet -other: 30'
Depth to Water D.T.W : t'I
} , (��
Well Diameter:
21 420 a
Inches -other:
Field Parameters measure
with: YSI / Hach 2100Q
asing Type:
PVC, steel
other:
Purge Rate: ', 6�}
mUmin
Sampling Device:
Peristaltic, Monsoon,
rundfos Bailer, PDB, Other:
Tubing Typq olyethylene
Measuring Point:
TOC
other:
Pump Intake (ft below M.P): J,tb
Color:
Odor:
Yes, o
Time:
min
Volume
Purged
DTW:
feet
Temp
CC)
pH
std units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria2
(gallons)
(see note+/-
below)'
3%
0.1 unit
3%
10%
10 mV
10%4
%.
)
j ,&
43
3Sic)
ts40
� 7 43
Official Sampling Date &Time:
Samples Collected: Analysis Requested: Preservative:
Metals 6010 HNO3
Sulfate
TDS
Sulfate
TDS
Unpreserved
Unpreserved
Notes:
(i) - Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that may be resting on the well bottom.
(2) -Stabilization criteria based on three most recent consecutive measurements.
(3) -Total drawdown In well to be less Than 0.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 fl).
(4) +1- 10 % when turbidity is over 10 NTUs.
Hold
Time (days): Lab:
28 Shealy
28 Shealy
28 Shealy

WATER MATRIX SAMPLING T
FIELD DATA FORM ERM
Site Name: RJRT - Rural Hall
Job #:
Sample Type: Circle one -
onitor We
PT, Surface Water, Potable WSW; other)
Sample ID: W-7
Date:
Sampling Personnel:
Cha ininn
Dylana Hattenberger
Weather Conditions: Sunny,
Partly Cloudy, Cloudy, Rain; Other
Time:
Well Type: Flush Surface Completio Stick Up Completio
Well Tag Present:
Yes No
Well Locked: Yes No
Lock Presen : Yes, No
Well ID info. on Tag:
Yes No
Well Bolted: Yes, No, /
Well Cap:
No
Well Cap Condition:
tdoodJ Replace, Other;
Well Pad Condition:o Cracked, Replace, Other:
Well Location Grass
Asphalt, Concrete,
Woods, Other;
Additional Comments:
Total Depth of Well (T.D.):
341
Screen Length:
51 10, 15, 20
feet -other: 42.341 Open Borehole
Depth to Water D.T.W : (')
�; LI
Wpll Diameter:
2, 4, 6, 8 .
Inches -other:
Field Parameters measured
with:
YSI / ach
2100Q
Casing Type:
PVC, steel
other:
Purge Rate: n,
mUmin
Sampling Device:
Peristaltic Monsoon,
rundfos Bailer, PDB, Other:
Tubing Type: Polyethylene
Measuring Point:
OC
other:
Pump Intake (ft below M.P.):
Color: ^ ?
Odor:
Yes, No
Time:
Volume
DTW:
Temp
pH
SPC
DO
ORP
Turb
min
Pur ed
feet
(°C)
std units
uS/cm
m /L
mV
NTU
Stabalization
(see note
+/-
+/-
+/-
+/-
+/-
+/-
Criteria2
(gallons)
below)3
3%
0.1 unit
3%
10%
10 my
Comments:
ro
��
niL(�
p10%4
t
�C
i
t�A�qTL
`��'
vq)%
4Pd ei4,
5.3
742eo/
iSL1 s
962
15
�to eS2
Official Sampling Date &Time: 24ao
Samples Collected: Analysis Requested: Preservative:
Metals 6010 HNO3
Sulfate
TDS
Sulfate
TDS
Unpreserved
Unpreserved
Notes:
(1) - Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that may be resting on the well bottom.
(2) -Stabilization criteria based on three most recent consecutive measurements.
(3) -Total drawdown in well to be less than 0.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 fl).
(4) +/- 10% when turbidity is over 10 NTUs.
Hold
Time (days): Lab:
28 Shealy
28 Shealy
28 Shealy

WATER MATRIX SAMPLING
FIELD DATA FORM ERM
Site Name: RJRT - Rural
Sample Type: Circle one -
Hall Job #:
onitor We PT,.Surface Water, Potable WSW; other)
Sample ID: W-8
Date:
Sampling Personnel:
Charles FinloW (.DTI Hat en erger
Weather Conditions: cSu`nny, Partly Cloudy, Cloudy, Rain; Other
Time:
Well Type: Flush Surface Completion, . Stick�Up-Compleiion�
Well Tag Present: ('Yes, No
Well Locked: cy No
Lock Present: (Yes) No
Well ID info. on Tag:
(S> No
Well Bolted: Yes, No, /A)
Well Cap: (Yes! No
Well Cap Condition:
C69.o , Replace, Other;
Well Pad Condition:(' ooc
Cracked, Replace, Other:
Well Location: Grass, Asphalt,
Concrete,
Woods, Other;
Additional Comments:
P
Total Depth of Well (T.D.):
65
Screen Length:
51 102 15,
110
feet -other:
Depth to Water D.T.W : (')
G
Well Diameter:
21 4, s, s
Inches -other:
Field Parameters measured
with: {f,YSJ d Hach 2100Q
Casing Type:
PVC, Steel
other:
Purge Rate:
mUmin 'w
Sampling Device:
Peristalti
.Monsoon,
rundfos Bailer, PDB, Other:
Tubing Type 4.Polyethyln
Measuring Point: ' TOC'
other:
Pump Intake (ft below M. .):
�'
Color: r i 6L'L
Odor:
Yes, No` `
Time:
min
Volume
Purged
DTW:
feet
Temp
(eC)
pH
std units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria2
(gallons)
(see note
below)3
+/-+/-
3%
0.1 unit
3%
10%
10 my
10%4
a
L11
,1127
S(v
K�/
�! 6
Official Sampling Date &Time: �Wu�Gt I 13 't
Samples Collected: Analysis Requested: Preservative:
Metals 6010 HNO3
Sulfate
TDS
Sulfate
TDS
Unpreserved
Unpreserved
Notes:
(1) - Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that may be resting on the well bottom.
(2) -Stabilization criteria based on three most recent consecutive measurements.
(3) -Total drawdown in well to be less than 0.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 ft),
(4) +1- 10 % when turbidity is over 10 NTUs.
HOId
Time (days): Lab:
28 Shealy
28 Shealy
28 Shealy

WATER MATRIX SAMPLING
I ko
FIELD DATA FORM ERM
Site Name; RJRT - Rural
Sample Type: Circle one -
Hall Job #:
qEo5nitor We PT,.Surface Water, Potable WSW; other)
Sample ID: W-9
Date: r
Sampling Pers nnel: <
Charles Finlon Jana Hattenberger
Weather Conditions Sun
Partly Cloudy, Cloudy, Rain; Other
-
Time: A`2
Well Type: Dirish Surface Completion, Stick Up Completion'
Well Tag Present:
'yes',j No
Well Locked: (,Y96, No
Lock Present: (Ye), No
Well ID info. on Tag.
s No
Well Bolted: Yes, No N16
Well Cap: Yes, No
Well Cap Condition:
Good Replace, Other,*
Well Pad Condition: oo
Cracked, Replace, Other:
Well LOcatio Grass, Asphalt, Concrete, Woods, Other;
Additional Comments:
Total Depth of Well (T.D.):
259
Screen Length:
5, 10, 15, 20
feet -other: o'
Depth to Water D.T.W : (')
, °1��
Well Diameter:
2, a, s, 8
Inches -other:
Field Parameters measured
with: Y / Hach 2100Q
Casing Type:
PVC, steel
other:
Purge Rate: arc
mL/min
Sampling Device:
Peristaltic, Monsoon,(rundfos
Bailer, PDB, Other:
Tubing Typ Polyethylene
Measuring Point:
TO
other:
Pump Intake (ft below M.P.): '� �j
Color:
Odor:
Yes, No
Time:
min
Volume
Purged
DTW:
feet
Temp
(°C)
pH
std units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria2
(gallons)
(see note
below)'
+/-
3%
0.1 unit
3%
10%
10 mV
10%"
+
1
[:�
r
SI
N A L
I A
.................
.......
Official Sampling Date &Time:
Samples Collected: Analysis Requested: Preservative:
Metals 6010 HNO3
Sulfate
TDS
Sulfate
TDS
Unpreserved
Unpreserved
Notes
(1) - Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that may be resting on the well bottom.
(2) -Stabilization criteria based on three most recent consecutive measurements.
(3) -Total drawdown in well to be less than 0.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 ft).
(4) +/- 10 % when turbidity is over 10 NTUs.
Hold
Time (days): Lab:
28 Shealy
28 Shealy
28 Shealy

WATER MATRIX SAMPLING
FIELD DATA FORM 0
ERM
Site Name: RJRT - Rural Hall
Sample Type: Circle one (Monitor Well,
Job #:
DPT, Surface Water, Potable WSW; other)
Former
WSW
Sample ID: PW-1
Date:
Sampling Personnel:
Charles Finlon
D lana Hatters
Weather Condition Sunny, artly Cloudy,
Cloudy, Rain; Other.
Time: MV
Well Type: lush
Surface Com I R�> Stick
Up Completion .
Well Tag Present:
Yes, No
Well Locked: Yes,
Lock Present: Yes,
o p,
Well ID info. on Tag:
Yes,__ o')
Well Bolted: Yes, o; N/A
Well Cap:
es No
Well Cap Condition:
Good;' Replace, Other;
Well Pad Condition: (6000
Cracked, Replace, Other:
Well Location: Grass, Asphalt,oncrete?
Woods, Other;
Additional Comments:
Total Depth of Well (T.D.):
405
Screen Length:
51 10, 15,
20
feet-othe • o en Borehole
Depth to Water D.T.W : t�)
o "
G
Well Diameter:
21 41 s, s
Inches -other:
Field Parameters measured
with: 31 / Hach
2100Q
Casing Type:
PVC, steel
her:
Purge Rate: L�
mUmin
Sampling Device:
Peristaltic,
Monsoon,
Grundfos, Bailer, PDB, Other:
Tubing Type• ten
Pump Intake below M.P.)
110
Measuring Point:OC
Color: lSl.G�
Odor:
other:
Yes, (No)
Time:
min
Volume
Purged
DTW:
feet
Temp
(ec)
pH
std units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria2
(gallons)
(see note
below)'
+/-
3%
+/-
0.1 unit
+/-
3%
+/-
10%
+/-
10 mV
+/-
10%4
1� C)
^b
1.
1
.17
0
I.
Official Sampling Date &Time:
Samples Collected: Analysis Requested: Preservative:
Metals 6010 HNO3
Sulfate Sulfate Unpreserved
TDS TDS Unpreserved
Notes:
(1) - Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that may be resting on the well bottom.
(2) -Stabilization criteria based on three most recent consecutive measurements.
(3) -Total drawdown in well to be less than o.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 ft).
(4) +/- 10 % when turbidity is over 10 NTUs.
Hold
Time (days): Lab:
28 Shealy
28 Shealy
28 Shealy

WATER MATRIX SAMPLING
FIELD DATA FORM ERM
Site Name:
Sample Type: Circle one - (Monitor Well, DPT,
Job #:
urface Wate, Potable WSW; other)
Sample ID:y
Date:
Sampling Personnel: CU 6
UA lvk&(kcr
AAA fa
Weather Conditions: Sunny,
Partly Cloudy, Cloudy,
Rain; Other
Time:
Well Type: Flush Surface Completion, Stick Up Completion
Well Tag Present:
Yes, No
Well Locked: Yes, No
Lock Present: Yes,
No
Well ID info. on Tag:
Yes, No
Well Bolted: Yes, No
Well Cap: Yes, No
Well Cap Condition:
Good, Replace, Other;
Well Pad Condition: Good,
Cracked, Replace, Other:
Well Location: Grass, Asphalt,
Concrete,
Woods, Other;
Additional Comments:
Total Depth of Well (T.D.):
Screen Length:
51 10, 15,
20
feet -other:
Depth to Water D.T.W : t')
Well Diameter:
2, 4, 60 s
Inches -other:
Field Parameters measured
with:
Casing Type:
PVC, Steel
other:
Purge Rate:
mL/min
Sampling Device:
Peristaltic,
Monsoon,
Grundfos, Bailer, Other:
Tubing Type: Polyethylene, Teflon, Other:
Measuring Point:
TOC
other:
Pump Intake (ft below M.P.):
Color:
Odor:
Yes, No
Time:
min
Volume
Purged
DTW:
feet
Temp
(ec)
pH
std units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria`
(gallons)
(see note+/
be(ow)'
3%
0.1 unit
3%
10%
10 mV
-
10%4
( 6.r. 0-Wiz~
�
._. f"`��
t. Ci
3
( _
(f
-
( .
�g7
9
tp�
�
!
i
�
1
i�
asi 13e
+✓
q a}
t
Official Sampling Date &Time:
Samples Collected: Analysis Requested: Preservative:
Notes:
(1) - Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that may be resting on the well bottom.
(2) -Stabilization criteriabased on three most recent consecutive measurements.
(3) -Total drawdown In well to be less than 0.1 m (0.32 fl). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 il).
(4) +1- 10 % when turbidity is over 10 NTUs.
Hold Time (days): Lab:

WATER MATRIX SAMPLING W
FIELD DATA FORM ERM
Site Name:
Sample Type: Circle one -
Job #:
onitor Well, PT, Surface Water, Potable WSW; other)
Sample ID:
Date:
Sampling Personnel:.dt.�
Weather Conditions: Su
Partly Cloudy, Cloudy,
Rain; Other
Time:
Well Type: Flush Surface Completion,
Stick Up Completion
Well Tag Present:
Yes, No
Well Locked: Yes, No
Lock Present: Yes, No
Well ID info. on Tag:
Yes, No
Well Bolted: Yes, No
Well Cap: Yes, No
Well Cap Condition:
Good, Replace, Other;
Well Pad Condition: Good,
Cracked, Replace, Other:
Well Location: Grass, Asphalt, Concrete,
Woods, Other;
Additional Comments:
Total Depth of Well (T.D.):
Screen Length:
51 10, 15, 20
feet -other:
Depth to Water D.T.W : (t)
Well Diameter:
21 41 61 84
Inches -other:
Field Parameters measured
with:
Casing Type:
PVC, Steel
other:
Purge Rate:
mUmin
Sampling Device:
Peristaltic, Monsoon,
Grundfos, Bailer, Other:
Tubing Type: Polyethylene, Teflon, Other:
Measuring Point:
TOC
other:
Pump Intake (ft below M.P.):
Color:
Odor:
Yes, No
Time:
min
Volume
Purged
DTW:
feet
Temp
CC)
pH
std units
SPC
uS/cm
DO
mg/L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria2
(gallons)
(see note
below)3
+/-
3%
+/-+/-
0.1 unit
3%
10%
10 mV
10%4
wkc C Sarrn
p6.f
l
' `
l• S
1451.0
(vO.'l
QCa
-{tyt/�S
C
YavvtiOV
s
clec
i ➢, 9
Official Sampling Date &Time:
Samples Collected: Analysis Requested: Preservative:
Notes:
(1) - Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that may be resting on the well bottom.
(2) - Stabilization cdteria based on three most recent consecutive measurements.
(3) -Total drawdown in well to be less than 0.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 ft).
(4) +/. 10% when turbidity is over 10 NTUs.
Hold Time (days): Lab:

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