3405_Forsyth_RJRRuralHall_Indus_Fall2019GW_FID1377442_20191120

DENR USE ONLY: I I (_JPaper Report UElectronic Data - Email CD (data loaded: Yes / No ) Doc/Event #:
NC DENR '
Division of Waste Management - Solid Waste
Notice: This
form and
any
information attached
to it are "Public Records"
as defined
in NC
General
available for
inspection
and
examination by any
person upon request (NC
General Statute 132-6),
Environmental Monitoring
Reporting Form
52-1. As such, these documents are
Instructions:
• Prepare one form for each individually monitored unit.
• Please type or print legibly.
• Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
• Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
• Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
• Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646,
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
ERM NC, Inc. (consultant)
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Alan Martin Phone: [phone]
E-mail: [e-mail]
Facility name: Facility Address: Facility Permit #
R.J. Reynolds Industrial Landfill Edwards Road (S.R. 1903)Rural Hall, Forsyth County 34 05
NC Landfill Rule: Actual sampling dates (e.g.,
(.0500 or .1600) October 20-24, 2006)
ber 3-4, 2019
Environmental Status: (Check all that apply)
Initial/Background Monitoring Detection Monitoring Assessment Monitoring ❑X Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells
Groundwater monitoring data from private water supply wells
Leachate monitoring data ❑
Surface water monitoring data
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
Notification attached?
No. No groundwater or surtace water standards were exceeded.
X Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
Alan Martin, PG)Project Manager v��nc�=saPr.`Fam��p,1-�b41-8345
Facility Representative Name ((Pr
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Signature
1 Title
ERM NC, Inc. - 300 Summit Avenue, Suite 330, Charlotte, NC 28203
Facility Representative Address
NC Professional Geologic Corporation # C-470
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Telephone Number
Affix NC
Licensed/ Professional Geologist Seal
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009

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Groundwater & Surface
Water Monitoring Semi-
RJReynolds Annual Summary Report —
September 2019
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
November 2019
Project No.: 0502068
1
The business of sustainability ERM

ERM ERM, NC, Inc. Telephone: [phone]
300 West Summit Avenue Fax: [phone]
Suite 330 www.erm.com
Charlotte, NC 28203
November 20, 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 — September 2019
Permit #34-05 - Edwards Road Landfill
Edwards Road
Rural Hall, Forsyth County, North Carolina
Dear Ms. Drummond:
On behalf of R.J. Reynolds Tobacco Company, ERM NC, Inc. (ERM) is submitting the summary
report for the September 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.
Additionally, please update NCDEQ records with the new address for ERM's Charlotte, NC office as
shown above. Phone numbers have remain unchanged.
Sincerely,
AanMaftin P.G.
Project Manager
Attachments:
Environmental Monitoring Reporting Form
Groundwater and Surface Water Monitoring Semi -Annual Summary Report
cc: Mr. Scott Snow - R.J. Reynolds Tobacco Company
Mr. Max Hopkins - R.J. Reynolds Tobacco Company
Mr. Tom Wilson - ERM
Mr. Dave Wasiela - ERM
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Signature Page
November 2019
Groundwater & Surface Water
Semi -Annual Summary Report
2019
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
.•.c.ENs�o •.9
Alan Martin P.G.
Project Manager
gQD.4P�
Thomas M. Wilson, P.G.
Principal in Charge
ERM NC, Inc.
300 West Summit Avenue, Suite 330
Charlotte, North Carolina 28203
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
Monitoring
— September
www.erm.com Version: 1.0 Project No.: 0502068 Client: R.J. Reynolds Tobacco Co. November 2019
2019-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING CONTENTS
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2019
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.......................................................................................................................................4
5. PRELIMINARY ANALYSIS................................................................................................................ 6
6. REFERENCES................................................................................................................................... 7
List of Figures
Figure 1 Site Location Plan .......................................................
Figure Figure 3 Groundwater Flow Directions ...................................
Figure 4 Groundwater Sampling Results — September 2019..
Figure 5 Surface Water Sampling Results — September 2019
Figure 6 Sulfate Isocontour Map - Groundwater ......................
Figure 7 Hydrogeologic Conceptual Model ..............................
Figure 8 Sulfate Trends - Groundwater ...................................
Figure 9 Sulfate Trends — Surface Water ................................
List of Tables
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..........................................................................................
APPENDIX A HISTORICAL GROUNDWATER AND SURFACE WATER QUALITY
ANALYTICAL DATA
APPENDIX B LABORATORY DATA SHEETS
APPENDIX C GROUNDWATER SAMPLING LOGS
i
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2019-09 Edwards Rd LF Rural Hall GW Repon.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2019
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 September 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 213) in
portions of the landfill site. A Corrective Action Plan (ERM) to restore groundwater quality beyond the
compliance boundary, to stop unacceptable impacts to the adjacent surface waters, and to reduce the
overall groundwater contamination at the facility was approved by the North Carolina Department of
Environmental Quality (NCDEQ, formerly known as Department of Environment and Natural Resources)
on February 19, 2014. The selected remedy includes source area contaminant control via the previous
installation of the synthetic liner (cap) over the limits of waste plus drainage improvements (completed in
2012) to minimize rainfall infiltration, leachate generation and discharge of constituents to groundwater, to
allow intrinsic remediation of the existing affected -groundwater.
The September 2019 groundwater and surface water sampling event represents the fifteenth 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 September 3 - 4, 2019
and are summarized in the following table:
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2019-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2019
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Sampling and Analyses Plan
SUMMARY OF MONITORING PROGRAM
Analytical Parameters
Sample
Metals a Sulfate
Total Dissolved
Field
Location I.D.
(EPA 6020B/ (EPA 300.0)
Solids
b
Parameters
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 c
Dry, no sample collected
PZ-2
✓ ✓
✓
✓
PZ-3 c
Dry, no sample collected
PZ-4 c
Dry, no sample collected
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
10
10
10
10
TOTAL
22
22
22
22
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, PZ-3, and PZ-4 were dry during the September 2019 sampling event.
Depth -to -water measurements and groundwater elevations for available monitor wells from the
September 2019 sampling event are presented in Table 2. Groundwater flow directions are presented on
Figure 3. Groundwater and surface water analytical data from the September 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 2019 sampling event are presented in Appendix B. Copies of the sample logs are provided in
Appendix C. Groundwater and surface water sample analytical results from the September 2019
sampling event are presented on Figures 4 and 5, respectively. Figure 6 depicts the isoconcentration
contours of sulfates in groundwater at the site and Figure 7 presents a hydrogeologic conceptual site
model and cross-section. Sulfate concentrations in groundwater and surface water over time are
presented graphically on Figures 8 and 9, respectively.
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2019-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING DESCRIPTION OF WATER QUALITY CONDITIONS
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2019
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
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 September 2019 depth to water measurements, Site groundwater elevations and hydraulic
gradients for the Site were calculated as summarized below.
Horizontal Hydraulic Gradient - Saprolite/PWR
September 03, 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
15.05
807.63
27.63
180
0.1535
Leak Creek a
780.0
0.00
780.0
W-3
804.43
3.19
801.24
15.74
80
0.1968
Leak Creek a
785.5
0.00
785.5
Average Hydraulic Gradient
0.1752
2 Leak Creek bed elevation represents groundwater discharge line
Based on the September 2019 hydraulic gradients, the groundwater flow rate (seepage velocity) in the
saprolite/PWR aquifer zone was calculated as summarized below.
Groundwater seepage Velocity calculation = Ki/ne
where:
K = hydraulic conductivity 0.080 ft/day (estimated)
i = horizontal hydraulic gradient 0.1752 ft/ft (measured)
ne = effective porosity 0.25 estimated
Groundwater Seepage Velocity (Saprolite/PWR) =
_ (0.08) ( 0.1752) / (0.25) = 5.61 x 10-2 ft/day
or 20.5 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.
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2019-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING DESCRIPTION OF WATER QUALITY CONDITIONS
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2019
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
4.2 Groundwater
During the September 2019 groundwater sampling event, nine monitor wells, including PW-1, were
sampled utilizing a low flow, low volume sample collection technique. During the event, two piezometers
were sampled using a bailer due to insufficient volume for low flow sampling procedures. Piezometers
PZ-1, PZ-3, and PZ-4 were dry during the sampling event.
Presently, groundwater within the Site contains concentrations of sulfates, total dissolved solids, and
three metals above the applicable North Carolina groundwater standards (NC 2L standard). Sulfate, the
primary constituent related to the landfill, was detected in two groundwater samples in excess of the NC
2L standard. Iron was detected in eight of the 12 groundwater samples in excess of the NC 2L standard.
Manganese was detected in six of the 12 groundwater samples in excess of the NC 2L standard.
Cadmium was detected in two 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 seven 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 two 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 September 2019 samples were collected
approximately 7 years after the cap installation. Sulfate concentrations from the September 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 September 2019 sulfate concentrations from shallow monitor well W-3, also near the limits of
waste, indicate a continuing trend of fluctuating to decreasing sulfate levels since completion of the landfill
cap installation in September 2012. During the same period, sulfate concentrations at bedrock monitor
well W-31B, 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, but remain within the range of the historical
analytical results and decreased from 2018 (510 pg/L) to 2019 (110 pg/L).
Overall, the September 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 September 2019 sampling event, 10 surface water samples were collected. The September
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 September 2019 sampling event were below the applicable North Carolina surface
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2019-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING DESCRIPTION OF WATER QUALITY CONDITIONS
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2019
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
water standards (NC 213 standards). Manganese was below the applicable North Carolina surface water
standards in all of the surface water samples. Iron was reported in three surface water samples above the
North Carolina surface water standard however each of the samples was collected from upgradient of the
landfill (SS-20, SS-25 and SS-50). Sulfate concentrations from the surface water samples with historical
results display a generally declining to stable trend when compared to the September 2012 surface water
results. Laboratory results from the surface water samples collected indicate concentrations of aluminum
in exceedance of the applicable North Carolina surface water standard (NC 213 standard) at eight of the
11 sample points, including the upstream (and background) samples at SS-20, SS-25 and SS-50.
Overall, September 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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2019-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING PRELIMINARY ANALYSIS
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2019
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
5. PRELIMINARY ANALYSIS
The September 2019 monitoring results demonstrate:
■ Sulfate, total dissolved solids and three 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, are generally decreasing including at the PW-1.
■ No elevated concentrations of sulfates, metals or total dissolved solids have been detected in the off -
site groundwater sample. The September 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 (13,000 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 and sulfates in all 10 surface water
samples did not exceed the applicable NC 213 standards. Iron was detected in the three upgradient,
background surface water samples above the NC 213 standard. Concentrations of aluminum detected
in surface water samples exceeded the NC 213 standards at eight of the 10 locations, including the
three 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 September 2019 samples were collected approximately 7
years after the cap installation and indicate that groundwater quality improvements are evident in the
monitoring wells located at the landfill perimeter. The September 2019 surface water quality results
indicate that there are no exceedances of the NC 213 standards at any of the 10 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 March 2020
Submit Water Quality Monitoring Summary Report to NCDEQ June 2020
Conduct Semi -Annual Water Quality Monitoring Event September 2020
Submit Water Quality Monitoring Summary Report to NCDEQ December 2020
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2019-09 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING REFERENCES
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2019
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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2019-09 Edwards Rd LF Rural Hall GW Repon.docx
November 2019 Page 7

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2019
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Figures
Figure 1 Site Location Plan
Figure 2 Site Plan
Figure 3 Groundwater Flow Directions
Figure 4 Groundwater Sampling Results — September 2019
Figure 5 Surface Water Sampling Results — September 2019
Figure 6 Sulfate Isocontour Map - Groundwater
Figure 7 Hydrogeologic Conceptual Model
Figure 8 Sulfate Trends - Groundwater
Figure 9 Sulfate Trends — Surface Water
Tables
Table 1 Monitor Well Construction Details
Table 2 Groundwater Elevations
Table 3 Groundwater and Surface Water Sampling Event Summary Data
Table 4 Groundwater Field Parameters
REFERENCES
www.erm.com Version: 1.0 Project No.: 0502068 Client: R.J. Reynolds Tobacco Co. November 2019 Page 8
2019-09 Edwards Rd LF Rural Hall GW Report.docx

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ti ��i... f7,�� .�f =�, :r / '�; J/,��:-JJ\\lei' /%� ,•����i�1 o411(C,
0 2,000 !1 '
y Legend
U
pCompliance Boundary' Limits of Permit
U
V
J
n
]
ERM NC, Inc.
ERM `47°4°'erm.com 1:24,000 1 inch = 2,000 feet
q-- C.—rinht D 9n93 National C--Anhi, Rn,iaty --h-1
Figure 1
Site Location Map
Edwards Road Landfill Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina

rf'►
X
i 06. Johnston Legend
Saprolite/PWR Monitor Well
Bedrock Monitor Well
Beck
�.
J ,, f - " � t, Abandoned Monitor Well
-i
b
ss ao
.,.tea Beck ' y PZ-3 SS-90 ... - ,r Piezometer
W_g 0 Soil Boring/Piezometer
SS-70 PZ-4 PZ
p ?lii[ Soil Boring
PZ-5 ss-ao Surface Water Sample Location
pss-so : ` Pz-1 < As -Built Landfill Contours (20 )
k V>
Compliance Boundary
'Payne
�., •� �� ass-o2 -' Limits of Permit
Q4 1000 n 2, �06 Streams
IR. J. !! PW 1 W 1 Guth* 0
arcels
Reynolds \l 10 P
r w ♦ / j B-4 Notes
W-6 ♦
B5 Pa�•� 1. Contour interval is 20-ft.
yne 2. Limits of landfill are approximate based on
Spnnkle 1 5�
n• W_3 , . Freeman G� available historic data.
"t4 P 3B� a Streams m on NC F oodplain
3 S estimated based
B-9 -==__ B_10 � g_g �% W- Mapping Program, 2008
B-7
SS-01 Frierson
o } J. B`2+r, Phipps ..
6 Reds - ,
W 4 B-11 SS-20 ASS-25=0000# Wagners`
W-9
INS
S+ 'p Boyd SS-30 Phipps Kleitchens
100
S, B-14
,W 5
Ken Stewart
Q
o
00�
r 1000 0 o SS-10 Don Stewart Ken Stewart_ ;
z y 1:7,200 1 inch = 600 feet
n Hawks Dave QO
n 1000 SS-15 Don Stewart Stewart
3 Freedom FP
Mozelle Figure 2
At Baptist Stewart
i _ Church Freedom J�P Site Area Map
o Baptist 900
cnuron Edwards Road Landfill
Permit #34-05
`R.J. Reynolds Tobacco Co.
1000
Ru o Rural Hall, North Carolina
o m 9p0 �` NA<t-GE w
3 0 300 600 900 �'r RMANTpN RD U ERM NC, Inc.
JFeet p goo gp0 90 www.erm.com ERM
70 0
1Source: NCOneMap Data Services (Imagery, parcels), Forsyth County GIs Data Download (Streets, buildings)

Beck
Beck
oG
W �.w 6
SS-50� 81.25)
- B-9 --- B-10
1.1 E
R. J.
Reynolds
W-4 B-11 SS-2
A
�{- 1000 Boyd
�0B-14
000
1000
0 300 600 900
Feet
SS-10
W
O
900
011ir
Boo C J,
SS-80
PZ-3 SS-90
SS-70 PZ-4 (809.39) O PZ-2 a
W-7 t_ -\"'
. ,
(838.60) PZ- ��� `� SS 40
°.*
SS-60 PZ-1
10
Payne
9 v �W 2 �SS 02
,� ,-
�- /' (811.07) o
PW-1 � 'A `/ e
R. J. (855.16) r W-1 r. /
Reynolds 00 \ ,Q (807.63) 00
Guthrie /
r� �B4 �O
B-5 cb�0
/. W-3 Sprinkle
(801.24) Freeman G�
I
B 8 ` �W-3B 0,
` 1 ( 004.32) SS-01 i
B-7
Frierson
B-12+ \ Phipps
}� ` W-9
0 � -25 �S\ � (801.84) Wagner
SS-30 0
Payne
d
�/ Phipps Kledchens �,
W-5
0 Ken Stewart
X�
Don Stewart
Hawks Dave
Don Stewart
SS-15 Stewart
Freedom �P
Baptist Mozelle
Church Stewart �Q\
Freedom
Baptist 900
Church
0 a
m 9ao RuP,4L- < G
w
go
E w
�. I I R I l T R() _ r g0° 9°° # 900
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
O Abandoned Monitor Well
Piezometer
0 Soil Boring/Piezometer
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

o1 a►:
Compound
PW-01
PW-01 (FD)
09/04/2019
09/04/2019
Aluminum
330
170
Barium
35
35
Cadmium
< 0.50
1 < 0.50
Chromium
< 5.0
< 5.0
Iron
3,000
3,300
Lead
< 1.0
< 1.0
Manganese
3,000
3,100
Selenium
20
< 5.0
Sulfate
750,000
740,000
Dissolved Solids, Total
1,700,000
1,700,000
Compound
W-06
09/04/2019
Aluminum
100
Barium
38
Cadmium
< 0.50
Chromium
< 5.0
Iron
100
Lead
< 1.0
Manganese
< 5.0
Selenium
< 5.0
Sulfate
12,000
Dissolved Solids, Total
1 270,000
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
900
Compound
W-07
00
`'
Compound
Aluminum
r A Barium
PZ-05
g00
E
Corr
09/0412019
09/03/2019
Aluminum
280
270
Aluminum
Barium
78
75
Barium
Cadmium
< 0.50
't
"
Cadmium
7.6
Cadmium
Chromium
< 5.0
Chromium
< 5.0
Chromium
Iron
1,800
Iron
1,100
Iron
Lead
< 1.0
Lead
< 1.0
Lead
Manganese
150
Manganese
470
Manganes
Selenium
< 5.0
Selenium
< 5.0
Selenium
Sulfate
6,000
ISulfate
170,000
Sulfate
Dissolved Solids, Total
220,000
IDissolved Solids, Total
400,000
Dissolved
R. J.
Reynolds
w; a
o0
SS-80
Beck
VUE
- B-9 ---_ B-10
1.1 E
W-4 B-11
1000 Boyd
r
PZ-3
W-88
�i SS-70_\_PZ-4,
W-7 PZ
ro 't 41
A `
SS-60 PZ-1
wolf4J
J , ISS-02
n t,•�� W-2
rPW_1 W-1
W-08 ' gyp:
nd 09/04/2019 / C
270
300
< 0.50
< 5.0
370 °
< 1.0
11
< 5.0
61,000
Is, Total 180,000
Compound
Aluminum
Barium
Cadmium
Chromium
Iron
Lead
Manganese
Selenium
Sulfate
Dissolved Solids, Total
PZ-02
09/03/2019
160
62
5.3
< 5.0
770
< 1.0
450
< 5.0
I
/ SS-90 yy_02
� _ � Compound 09/03/2019
PZ 2 il'. Aluminum 5,100
a _ Barium 170
Cadmium < 0.50 4/
SS-40 Chromium < 5.0
R. J. Guthrie
Reynolds O O
00
> ,~ ♦ B_5
Sprinkle
i W-3
a,
B�
SS 0�
B-12+ hipps
0 `
SS-20 4rrSS-25��� W_9
4 O
SS-30 �
W-5 _4� /
113-14 0 Keewart
SS-15 Free
V I Ba/
Chi
C
Don Stewart \ I
Compound
W -09
09/04/2019
Aluminum
< 40
Barium
130
Cadmium
< 0.50
Chromium
< 5.0
Iron
< 50
Lead
< 1.0
Manganese
< 5.0
Selenium
< 5.0
Sulfate
13,000
Dissolved Solids, Total
180,000
-.-CRAfAAI o
/RRD
Iron 4,800
�a Lead < 1.0
AINManganese 29
Payne Selenium < 5.0
y
-��� .ti Sulfate 18,000
- Dissolved Solids, Total 160,000
00 -
s
i
W-01
phi Compound 09/03/2019
Q-0 Aluminum 180
y�� p Barium 24
Q� Cadmium < 0.50 ty4
Freeman, G Chromium < 5.0
Iron 340 ,f
., ��j
Lead < 1.0
Frierson Manganese 3,800
Selenium 14
Sulfate 970,000;
Dissolved Solids, Total 2,200.000
W -03B
\%e.
Compound 09/03/2019
Aluminum < 40
Barium 42
Cadmium < 0.50
Chromium < 5.0
Iron < 50
Lead < 1.0
Manganese 35
Selenium < 5.0
Sulfate 24,000
Dissolved Solids, Total 260,000
9p0
Compound
W -03
09/03/2019
Aluminum
< 40
Barium
27
Cadmium
< 0.50
Chromium
< 5.0
Iron
< 50
Lead
< 1.0
Manganese
110
Selenium
5.4
Sulfate
200,000
Dissolved Solids, Total 1 500,000
/W
W
p
U
9p0
• kyy
iM 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')
triCompliance Boundary
Limits of Permit
0 Parcels
Notes
1. Contour interval is 20-ft.
2. Limits of landfill are approximate based on
available historic data.
s 3. Streams estimated based on NC Floodplain
Mapping Program, 2008
4. All concentrations in micrograms per liter
(ug/L)
1 1 1:7,200 1 inch = 600 feet
Figure 4
Groundwater Sampling
Results - September 2019
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �d
www.erm.com ERM

0
00
Beck
Compound
SS-50
09/03/2019
Aluminum
1,400
Barium
54
Cadmium
< 0.50
Chromium
< 5.0
Iron
3,000
Lead
< I.
Manganese
93
Selenium
< 5.0
Sulfate
1,400
Dissolved Solids, Total
78,000
Compound
SS-20
09/03/2019
Aluminum
3,700
Barium
110
Cadmium
< 0.50
Chromium
< 5.0
Iron
5,300
Lead
2
Manganese
130
Selenium
< 5.0
Sulfate
3,100
Dissolved Solids, Total
1 94,000
NC 2B 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
Compound 09/03/2019
Barium
Cadmium
Iron
Sulfate
Dissolved Sol
55
\
< 0.50
< 5.0
410
< 1.0
5.0
<
16,000-;.._
Total
tal
110,000
SS-80
D y
Compound
09/03/2019
240
67
< 0.50
Aluminum
Barium
Cadmium
Chromium
< 5.0
Iron
500
Lead
< 1.0
�I
Manganese
9.9
Selenium
< 5.0
Sulfate
13,000
130,000
Johnston
Dissolved Solids, Total
Boo
SS
Beck PZ-3
W-8
SS-70--PZ-4. PZ-2
=in ftft
SS-90
Compound 69/03/2019 SON
Aluminum 71
Barium 69
Cadmium < 0.50 �JC�
Chromium < 5.0
Iron 230
Lead < 1.0
Manganese 8.2
Selenium < 5.0
Sulfate 31,000
Dissolved Solids, Total 160,000 J F
1
SS-40
Compound 09/03/2019
Aluminum 75
SS-90 Barium 77
rOW-7 '�Z-5� `� / SS 40
,.
" SS-60 PZ-1
�-� % - {
i' ,.v , /, �SS-02
W-2,/ -
R. J. PW-1 W-1
J O Guthrie
Reynolds � O
a 00 �1 /
B-4
SS-50 ) Wr .6 J# i B_5
st°PO - � ��K'�� Sprinkle \
^�� y W 3 Freeman.
17-
B-9 -� B-10 B�� B7� -3B
` �
R. J. SS-01,
Reynolds B-12+ Phipps
W-4 B-11 SS-20 'SS-25��� W-9 w
agi
SS-30 ' o
1000 Boyd
W-5 s Kleitc
�B-14 0�� Ken Stewart �-
�S_10 /
Compound
SS-25
69/03/2019
Aluminum
1,700
Barium
70
Cadmium
< 0.50
Chromium
< 5.0
Iron
2,700
Lead
< 1.0
Manganese
45
Selenium
< 5.0
Sulfate
3,200
Dissolved Solids, Total
100,000
I Don Ste T ""
SS-30
Compound 09/04/2019
SS-15 Freedom Aluminum 350
Baptist Barium 86
Church Cadmium < 0.50
F Chromium < 5.0
77 Iron 570
00, < 1.0
Manganese 14
Selenium < 5.0
Sulfate 34,000
Dissolved Solids, Total 220,000
!T p n Rp 900 , 900
Cadmium
< 0.50
Chromium
< 5.0
Iron
190
Lead
< 1.0
Manganese
10
Selenium
< 5.0
Sulfate
Dissolved Solids, Total
51,000
230,000
0 0
s
Com
o,
Aluminum
Q-�
Barium
5
Cadmium
CO
Chromium
Iron
'
Lead
Mangane:
Frierson Selenium
\ Sulfate
Dissolved
4
SS-02
09/03/2019
150
80
< 0.50
< 5.0
240
< 1.0
30
< 5.0
60,000
Total 250,000
Compound
SS-01
09/04/2019
Aluminum
250
Barium
77
Cadmium
< 0.50
Chromium
Iron
< 5.0
380
Lead
< 1.0
Manganese
11
Selenium
< 5.0
Sulfate 32,000
Dissolved Solids, Total 200,000
/w
W
U
� 900
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
" Notes
1. Contour interval is 20-ft.
2. Limits of landfill are approximate based on
available historic data.
3. Streams estimated based on NC Floodplain
Mapping Program, 2008
4. All concentrations in micrograms per liter
(ug/L)
1:7,200 1 inch = 600 feet
Figure 5
Surface Water Sampling
Results - September 2019
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �d
www.erm.com ERM

SULFATE CONCENTRATIONS - MOST RECENT (pg/L)
° MONITORING WELLS PIEZOMETERS SURFACEWATER
>
w-1 970,000 PZ-1** 11,000
SS-01
Y
Z)
W-2 18,000 PZ-2 46,000
SS-02
W-3 24,000 PZ-3** 18,000
SS-10*
W-3B 200,000 PZ-4** 31,000
SS-15*
W-6 12,000 PZ-5 170,000
SS-20
x '
W-7 6,000
SS-25
W-8 61,000
SS-30
W-9 13,000
SS-40
PW-1 750,000
SS-50
3
SS-60**
SS-70
-
NC Groundwater & Surface Water Standard=250,000 pg/L
SS- 80
L
i
Sample collected in SEPTEM BER 2019 unless otherwise noted
SS- 90
Sample collected in August2009
n
u
No sample collected. Previous sample results presented. See tables and appendices.
3
0
W
21 .
'Ao
U f1
O♦ 'y
y` Z
0
0
v 1000
0
0 300 600 900
u Feet
32,000
60,000 pry
11,000
7,500
3,100
3,200
34,000
51,000
1,400
13,000`
16,000
13,000
31,000
SS-70
(16,000)
PZ-5 +L
(170,000) ,
A
R. J.
Reynolds `_ I
W-6
M9 nnm
RtJ
RqL- \
NgIIL;GFRM, TO
/ l 1VRD
I®
n
60° SS-80
(13,000)
SS-90
W-8V -1 )
W-8
��'` (61000)PZ-2
!y��?' (46,000)�
14�1
/ SS-40
W-2 s
(18,000) f
W-1 �,
(970,600)
I _—J
Payne 2t
Freeman GY
Frier�n �
.W.ag: erCi�
900
LU
wLU
U
900
t
N
•
kyy
Legend
Q Saprolite/PWR Monitor Well
Q Bedrock Monitor Well
Piezometer
Surface Water Sample Location
Water Supply Well
Streams
As -Built Landfill Contours (20')
trjCompliance Boundary
_ Limits of Permit
0 Parcels
Sulfate Isoconcentration
Contours
JW 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
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �b
www.erm.com ERM

A
NORTHWEST
0 900
x
N
J
N
H
W
LL 700
Z
O
Q
W
J
W 600
UNNAMED
TRIBUTARY
L.
SS-60
SULFATES
13,00011g/L
W-7 PW-1
SULFATES SULFATES
6,000 lag/L 750,000 lag/L
SYNTHETIC CAP INSTALLATION
COa1PLETE 3Q2012
IL _ � II -
LOCAL PERCHED WATER FLOW
LOCAL GROUND WATER FLOW
BEDROCK ` ' L L ti'ti W-3
"N'. SULFATES LEAK
a 24,00011g/L CREEK
�c = ARTESIAN
WELL
00 `O� • ��
SS-02
SULFATES
60,000 lag/L BEDROCK
AQUIFE
W-3B
4�SULFATES ATES
200,0N9/Lo 4", u\
0 200 400 600
CROSS SECTION LOCATION® J
A W-7 �. W-8
vv
moo`` W-2
W-1
® W_I
�P
N30E 33SE
-3
-3B N20E15SE
(ARTESIAN)
SCALE IN FEET W--9
0 150 300 500 Ay
800 1000 1200 1400 1600
DISTANCE (FEET)
SULFATE CONCENTRATIONS - MOST RECENT (lag/L)
MONITORING WELLS PIEZOMETERS SURFACEWATER
W-1 970,000 PZ-1** 11,000
SS-01
W-2 18,000 PZ-2 46,000
SS-02
W-3 24,000 PZ-3** 18,000
SS-10*
W-313 200,000 PZ-4** 31,000
SS-15*
W-6 12,000 PZ-5 170,000
SS-20
W-7 6,000
SS-25
W-8 61,000
SS-30
W-9 13,000
SS-40
Pw-1 750,000
SS-50
SS-60**
SS-70
NC Groundwater & Surface Water Standard = 250,000 pg/L
SS- 80
Sample collected in SEPTEM BER 2019 unless otherwise noted
SS- 90
Sample collected in August 2009
`* No sample collected. Previous sample results presented. See tables and appendices.
Al
SOUTHEAST
238 FT\
W-9
SULFATES
13,000 lag/L
1800 2000
32,000
60,000
11,000
7,500
3,100
3,200
34,000
Figure 7
51,000
Hydrogeologic
1,400
Conceptual Model
13,000
Edwards Road Landfill
16,000
Permit #34-05
13,000
R.J. Reynolds Tobacco Co.
31,000
Rural Hall, North Carolina
ERM NC, Inc.
www.erm.com ERM

ft
°gVL MONITORING WELL W-1 ^ AMSL °9L MONITORING WELL W-2 AMSL °9L MONITORING WELL W-3 AMSL
u
SAPROLITF AOUIFFR Synthetic cap
4,000,000
installed 3Q2012
❑
3,500,000
3,000,000
'4
2,500,000
❑
2,000,000
1,500,000
1,000,000
-
500,000
0
01J
r , V
SAPROLITE / PWR AQUIFER
Synthetic cap
0- ,
814
installed 3Q2012
816
3,500,000
1
813
814
3,000,000
-
1,
812
812
811
2,500,000
1,
810
810
2,000,000
- ❑ ----
808
809
1s00,00-qlj0
-
806
808
�
1,000,000
804
807
806
500,000
802
-
-
905
0
A00
u
SAPROLITE / PWR AQUIFER Synthetic cap
installed 3Q2012
400,000
200,000
000,000
800,000
600,000
°
400,000
200,000
-
°
• a
0
OvJ
804
803
802
801
800
799
798
797
796
-
�O
- - -
1
90 9, 10, 996 90 ell 41 006 4,b
11
- - -
4" 41 111
46
O^� O^6
^900
191 ^99", 109,
^90° 1090
titi�L00� ti0°6 ti0°O �O^O
�O^� �O^� ry0^6
19
1
1111ry000 �O^O
�O^�
�O^� �O^6 1O^O le
^990
^00� ^9� ^9�
^000 �000 1006
1�1
1O111
1O^° 19
�
MONITORING WELL W-3B
AMSL
"
BACKGROUND MONITORING WELL W-4 & W-6
AMsL
MONITORING WELL W-7
ft
AMSL
1,200,000
810
800,000
888
250,000
841
BEDROCK AQUIFER
Synthetic cap
BEDROCK AQUIFER
Synthetic cap
BEDROCK AQUIFER,
Installed 4Q2010
Synthetic cap
installed 3Q2012
809
3Q2012
installed 3Q2012
840
❑
700,000
_installed
886
1,000,000
'
808
W-4: 1995-2003 W-6: 2003-Present
200,000
839
600,000
9
+
884
800,000
807
838
500,000
150,000
Y
Q
806
882
837
600,000
400,000
805
880
836
300,000
100,000
400,000
804
4
835
I
878
803
zoo,000
834
50,000
200,000
876
❑
GW Elevation
802
100,000
-
A
Pm
833
>804.53 (artesian)
0
801
0
--
- - - T -
874
0
-
832
9'1 00
O^
03 O5 O1 00
^^ ^1 `6
0
0h
90 O^ 03 Oh O'1 00
^^
.�0
^9 ^°
ry0
ry0 ry0 ry0 ry0
ry0 ry0 ry0
ram°
61
^0 ^0 ry0 ry0 ry0 ry0 �O ry0
ry0
�O �O ry0
�O
ry0
ry0 �O
ry0
UWL
MONITORING WELL W-8
AMSL
MONITORING WELL W-9
0RA�
"�
MONITORING WELL PW-1
0R �l
350,000
PWR AQUIFER,
Installed 4Q2010
300,000
Synthetic cap
installed 3Q2012
250,000
200,000
150,000
1001000
50,000
0
812 350,000
810 300,000
808 250,000
806 200,000
804 150,000
802 100,000
800 50,000
798 0
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)
-� D
0lv J,VVV,VVV
808 3,000,000
806 2,500,000
804 2,000,000
802 1,500,000
800 1,000,000
798 500,000
796 0
000
864
862
860
858
856
854
852
850
1
1
00 119° 1
00", 1
1
0, ^°°.S° 1
1
00 °°O ry°°`L °°b °°0 °°0 °^O 10" 1°^11
101
0 1�1
0 °r10
BEDROCK AQUIFER
Synthetic cap
installed 3Q2012

SURFACE WATER SS-70
u9/L SURFACE WATER SS-01
1,400,000
1,200,000
1,000,000
800,000
600,000
400,000
200,000
0
00 00 Off' Ob 00 qO 00 °�% OP 00 00 ,�R.
^O ^O ^9 ^9 ^O ^O ry0 �O ry0 ry0 ry0 ry0 I f ry0 ry0 ry0 ry0�'
ug/L SURFACE WATER SS-30
400,000
Synthetic cap
350,000 installed 3Q2012
300,000
250,000
200,000 - k
150,000
100,000
50,000
0
�ycP ,yo o ,yo do ,yo II ,yo ,yo II ,yo 1yo ,yoNq tioti
ug/L
250,000
200,000
150,000
100,000
50,000
ug/L
SURFACE WATER SS-02
1,000,000
Synthetic
cap
-
900,000
- installed 3Q2012
800,000
700,000
600,000
500,000
400,000
300,000
200,000
Ai
100,000
0
O° °*' O, °0 00
^O ^9 ^O ^9 ^O
O° Off' Off' 00 00
,y0 �O �O �O ,y0
ug/L
SURFACE WATER SS-40
800,000
Synthetic
cap
700,000
installed
3Q2012
600,000
500,000
400,000
300,000
Y
200,000
�
r
-
100,000
0
09
^o ^^ �ti
,pO ,�O ,�O
o3 ^° ^h ^°
�O �O �O ry0 ,�O^�
^°
�O
° yo
r0^�O
ug/L SURFACE WATER SS-80
300,000
Synthetic cap
installed 3Q2012
250,000
200,000
150,000
100,000 A / A
i
50,000
0,' 0
o^h O^0 0^1 0^0 o^O off° 0°9 0^° o^^ o^� 0^0 o^b o^0 0^0 O^� O^0
ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti
LEGEND
NC21- GW STD NC2B SW STD
Sulfates 250,000 ug/L 250,000 ug/L
0 Total Dissolved Solids 500,000 ug/L 500,000 ug/L
ug/L
SURFACE WATER SS-25
180,000
160,000
Synthetic cap
installed 3Q2012
140,000
120,000
100,000
80,000
60,000
40,000
20,000
0
09 ^O
^^ ^5 ^O '� ^0
O
ry0
�O
ry0 ,�O ry0 ry0 ry0 ry0,��O^O
ry0 ry0
ry0�'
ug/L
SURFACE WATER SS-60
800,000
Synthetic cap
700,00o
installed
3Q2012
600,000
-
500,000
400,000
300,000
200,000
100,000
0
'pNO pN ,yo
'yo
ug/L SURFACE WATER SS-90
600,000
500,000
400,000
300,000
200,000
100,000
0
°^^ ,°^ry �°^O ti°^b ti°^O ti°^O ti°^^

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-6 in 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
Page 1 of 2
Monitor Well ID
TOC Elevation
Start Screen Depth
End Screen Depth
Geologic Unit
PW-01
W-01
W-02
W-03
W-03B
W-05
920.66
822.68
827.30
804.43
804.32
21.5
10
7
7
190
13
405
20
17
17
210
23.5
Bedrock
Saprolite
Saprolite/PWR
Saprolite/PWR
Bedrock - Artesian
Bedrock
Date
Depth to
Water
(ft BTOC)
Groundwater
Elev
(ft MSL)
Depth to
Water
ft BTOC
Groundwater
Elev
ft MSL
Depth to
Water
ft BTOC
Groundwater
Elev
ft MSL)
Depth to
Water
ft BTOC
Groundwater
Elev
ft MSL
Depth to
Water
ft BTOC
Groundwater
Elev
ft MSL
Depth to
Water
(ft BTOC)
Groundwater
Elev
(ft MSL
2006-10-19
11.59
811.09
13.32
813.98
7.54
796.89
2007-04-27
10.88
811.80
13.96
813.34
6.98
797.45
2007-11-19
13.29
809.39
16.08
811.22
7.78
796.65
2008-04-30
12.84
809.84
14.68
812.62
7.04
797.39
2009-04-30
--
--
13.23
809.45
15.18
812.12
7.12
797.31
--
--
--
2009-10-12
72.00
848.66
14.53
808.15
17.50
809.80
7.63
796.80
-1.22
805.54
10.08
2010-04-19
67.00
853.66
10.75
811.93
14.16
813.14
6.37
798.06
-1.05
805.37
8.38
2010-10-11
--
--
12.04
810.64
15.85
811.45
6.99
797.44
-0.89
805.21
9.73
2011-01-05
--
--
11.97
810.71
13.53
813.77
6.88
797.55
-0.98
805.30
9.67
2011-02-28
65.30
855.36
11.66
811.02
14.57
812.73
6.65
797.78
-1.37
805.69
9.50
2011-04-20
64.75
855.91
10.92
811.76
14.05
813.25
6.25
798.18
-1.63
805.95
7.85
2011-10-17
--
--
12.55
810.13
15.18
812.12
7.24
797.19
-1.36
805.68
--
2012-02-06
64.96
855.70
11.97
810.71
13.52
813.78
6.52
797.91
--
--
2012-03-16
--
--
11.95
810.73
15.45
811.85
6.64
797.79
2012-09-24
66.03
854.63
11.93
810.75
15.36
811.94
4.87
799.56
2013-04-17
65.80
854.86
11.98
810.70
14.03
813.27
4.51
799.92
2013-09-10
66.75
853.91
13.01
809.67
15.75
811.55
3.45
800.98
2014-04-07
56.15
864.51
11.74
810.94
16.76
810.54
3.29
801.14
2014-09-03
67.28
853.38
14.37
808.31
16.65
810.65
3.29
801.14
2015-04-02
64.75
855.91
13.29
809.39
13.93
813.37
3.78
800.65
2015-09-08
--
--
--
--
--
--
--
--
--
--
--
--
2015-09-10
65.49
855.17
15.18
807.50
17.01
810.29
4.20
800.23
2016-03-08
62.75
857.91
12.42
810.26
13.32
813.98
2.80
801.63
2016-09-06
67.21
853.45
14.92
807.76
16.68
810.62
3.31
801.12
2017-03-27
65.34
855.32
15.50
807.18
15.33
811.97
3.89
800.54
2017-09-25
65.50
855.16
16.02
806.66
16.89
810.41
3.32
801.11
2018-03-05
66.00
854.66
16.10
806.58
11.90
815.40
4.45
799.98
2018-09-12
65.44
855.22
15.88
806.80
16.95
810.35
4.24
800.19
--
--
2019-03-19
61.00
859.66
11.20
811.48
6.23
821.07
1.88
802.55
0.00
804.32
2019-03-20
--
--
--
--
I --
2019-09-03
65.50
855.16
15.05
807.63
1 16.23
811.07
3.19
801.24
0.00
1 804.32
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.

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

TABLE 3
GROUNDWATER AND SURFACE WATER ANALYTICAL RESULTS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
1 of 1
Analyte
Aluminum
Barium
Cadmium
Chromium
Iron
Lead
Manganese
Selenium
Sulfate
Dissolved
Solids, Total
NC 2L Groundwater Standard
NE
700
2
10
300
15
50
20
250,000
500,000
NC 2B Surface Water Standard
87
11000
2
50
1,000
25
200
5
250,000
500,000
Sample
Location/ID
Sample Date
Groundwater Monitoring Wells
PW-01
9/4/2019
330
35
< 0.5
< 5
3,000
< 1
3,000
20
750,000
1,700,000
PW-01 (FD)
9/4/2019
170
35
< 0.5
< 5
3,300
< 1
3,100
< 5
740,000
1,700,000
W-01
9/3/2019
180
24
< 0.5
< 5
340
< 1
3,800
14
970,000
2,200,000
W-02
9/3/2019
5,100
170
< 0.5
< 5
4,800
< 1
29
< 5
18,000
160,000
W-03
9/3/2019
< 40
27
< 0.5
< 5
< 50
< 1
110
5.4
200,000
500,000
W-03B
9/3/2019
< 40
42
< 0.5
< 5
< 50
< 1
35
< 5
24,000
260,000
W-06
9/4/2019
100
38
< 0.5
< 5
100
< 1
< 5
< 5
12,000
270,000
W-07
9/4/2019
280
78
< 0.5
< 5
1,800
< 1
150
< 5
6,000
220,000
W-08
9/4/2019
270
300
< 0.5
< 5
370
< 1
11
< 5
61,000
180,000
W-09
9/4/2019
< 40
130
< 0.5
< 5
< 50
< 1
< 5
< 5
13,000
180,000
PZ-01
9/3/2019
Dry, no sample collected
PZ-02
9/3/2019
160 62
5.3
< 5
770
< 1
450
< 5
46,000
230,000
PZ-03
9/3/2019
Dry, no sample collected
PZ-04
9/3/2019
Dry, no sample collected
PZ-05
9/3/2019
270 1 75
7.6
< 5
1,100
< 1
470
< 5
170,000
400,000
Surface Water
SS-01
9/4/2019
250
77
< 0.5
< 5
380
< 1
11
< 5
32,000
200,000
SS-02
9/3/2019
150
80
< 0.5
< 5
240
< 1
30
< 5
60,000
250,000
SS-20
9/3/2019
3,700
110
< 0.5
< 5
5,300
2
130
< 5
3,100
94,000
SS-25
9/3/2019
1,700
70
< 0.5
< 5
2,700
< 1
45
< 5
3,200
100,000
SS-30
9/4/2019
350
86
< 0.5
< 5
570
< 1
14
< 5
34,000
220,000
SS-40
9/3/2019
75
77
< 0.5
< 5
190
< 1
10
< 5
51,000
230,000
SS-50
9/3/2019
1,400
54
< 0.5
< 5
3,000
< 1
93
< 5
1,400
78,000
SS-60
9/3/2019
Dry, no sample collected
SS-70
9/3/2019
91
55
< 0.5
< 5
410
< 1
27
< 5
16,000
110,000
SS-80
9/3/2019
240
67
< 0.5
< 5
500
< 1
9.9
< 5
13,000
130,000
SS-90
9/3/2019
71
69
< 0.5
< 5
230
< 1
8.2
< 5
31,000
160,000
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
186278419-ALEII-T3-XTAB-BASE REV.xlsx

TABLE 4
GROUNDWATER AND SURFACE WATER FIELD PARAMETER RESULTS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
E
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6.5-8.5
NE
NE
NE
NE
NE
NC 213 Surface Water Standard
6.0-9.0
NE
NE
NE
NE
NE
Sample
I
Location/ID
Sample Date
Groundwater Monitoring Wells
PW-01
9/4/2019
5.8
15.6
1963
3.82
-56.1
0.2
W-01
9/3/2019
6.1
20.8
2553
5.63
-1.2
0.3
W-02
9/3/2019
5.1
22.3
122
--
53
meter error
W-03
9/3/2019
6.0
20.9
680
0.16
177
1.1
W-03B
9/3/2019
7.2
19.1
385
0.39
-12
0.6
W-06
9/4/2019
9.0
1 19.7
398
--
-110
0.4
W-07
9/4/2019
6.8
15.4
322
26.1
-73
0.3
W-08
9/4/2019
5.1
16.3
206
9.8
62
6.5
W-09
9/4/2019
9.6
17.0
292
0.5
-139
0.2
PZ-01
9/3/2019
Dry, no sample collected
--
--
--
--
PZ-02
9/3/2019
Insufficient water production for field parameters
--
--
PZ-03
9/3/2019
Dry, no sample collected
--
-
-
-
PZ-04
9/3/2019
Dry, no sample collected
--
-
--
-
PZ-05
9/3/2019
Insufficient water production for field parameters
--
--
Surface Water
SS-01
9/4/2019
8.1
19.6
293
12.4
-29
6.4
SS-02
9/3/2019
7.4
22.6
376
8.62
-15
6.3
SS-20
9/3/2019
6.0
20.7
101
23.9
17
6.6
SS-25
9/3/2019
6.2
21.2
100
60.1
8.9
6.0
SS-30
9/4/2019
8.0
19.5
301
14.4
-29
6.4
SS-40
9/3/2019
7.0
21.9
336
4.27
-1.4
5.6
SS-50
9/3/2019
5.2
22.0
104
24.8
6.8
6.9
SS-60
9/3/2019
Dry, no sample collected
--
--
--
--
SS-70
9/3/2019
6.7
22.0
138
4.27
2.3
5.1
SS-80
9/3/2019
6.7
21.7
143
6.32
8.1
5.6
SS-90
1 9/3/2019
1 6.6
22.2
1 229
1 12.9
1 13
1 6.4
Notes:
All concentrations in micrograms per liter (Ng/L) unless otherwise noted.
NE - Not established
No freshwater aquatic life standard established for barium, manganese, sulfate, and dissolved solids. Water Supply criteria presented.
Bold with gray background indicates exceedance of applicable NC Groundwater or Surface Water Standard
1 of 1
186278419-AL E I I-T4-XTAB-REV. xlsx

GROUNDWATER & SURFACE WATER MONITORING SEMI-ANNUAL SUMMARY REPORT — SEPTEMBER 2019
APPENDIX A HISTORICAL GROUNDWATER AND SURFACE WATER
QUALITY ANALYTICAL DATA
www.erm.com Version: 1.0 Project No.: 0502068 Client: R.J. Reynolds Tobacco Co. November 2019
2019-09 Edwards Rd LF Rural Hall GW Report.docx

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 1 of 10
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3,500
10
700
2
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1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-01
4/29/1988
8,030
235
8
16
17,400
1,100
0.2
31
--
130,000
156,000
2,240
5.9
-
--
-
W-01
7/13/1989
--
100
--
--
--
0.2
5
--
--
--
--
--
--
-
-
W-01
9/24/1990
5,620
189
8,900
150
0.2
59
13,500
185,000
13,000
6.27
1 19.3
195
W-01
10/24/1991
161
346
150
97
" ?
23.9
126,000
303,000
12,000
6.24
20.3
425
W-01
3/26/1992
2,850
736
833
1,830
0.32
21.9
38
123,000
482,000
14,000
6.62
9.3
682
W-01
9/30/1992
--
120
--
310
32
1
292,000
798,000
5,000
5.87
17.8
1,153
W-01
3/31/1993
364
137
1,130
2,230
13.2
33
486,000
1,169,000
33,000
5.49
16.1
1,587
W-01
9/17/1993
28,600
697
3.8
44
59,700
13
3,490
u.c
5.1
195
565,000
1,643,000
6,000
5.93
18
2,310
-
W-01
3/30/1994
5,320
545
20
18,800
8
505
0.2
6
107
633,000
1,680,000
--
5.63
15.2
1,250
W-01
9/30/1994
1,810
22
9,960
4,470
0.2
13
19
758,000
2,420,000
123,000
6.02
18.1
3,010
W-01
3/31/1995
24,000
1,250
26
53,900
11
1,580
0.2
12
115
797,000
2,140,000
--
5.89
15.8
2,820
W-01
9/29/1995
7,650
367
4
24
18,800
10
4,020
0.2
12
--
464,000
2,780,000
4,040
4.49
16.2
3,720
W-01
3/20/1996
149,000
960
50
200
220
--
63
11,400
0.2
695
2,320,000
12,670,000
8,750
6.48
1 15
3,060
W-01
9/27/1996
7,110
- "
22,600
7
2,300
0.2
51
1,320,000
2,970,000
3,810
6.09
19
3,350
W-01
3/29/1997
2,990
--
16
2,340
0.2
72
1,360,000
2,860,000
6,870
6.01
14
1,890
W-01
9/17/1997
2,940
3
12,900
6
3,680
33
136
1,300,000
3,110,000
5,290
6.3
17
3,540
-
W-01
3/27/1998
2,400
7,830
2,340
16
1,060,000
3,040,000
3,640
6.49
19.6
627
W-01
9/30/1998
2,350
5,180
15
2,710
u.2
21
11,030,000
3,210,000
17,500
6.2
20
1,250
6.36
20.8
W-01
9/30/1998
1,250
4,980
2,720
30
1,040,000
3,320,000
9,250
--
--
--
--
--
W-01
3/31/1999
1,820
4,690
10
2,450
15
1,830,000
3,230,000
8,820
5.6
17
1,610
W-01 (FD)
3/31/1999
-
1,170
4,200
2,560
2
18
1,920,000
3,230,000
3,730
--
--
--
W-01
9/29/1999
-
1,650
4,780
8
2,790
31
2,060
3,440,000
3,730
5.71
19
1,980
W-01
3/16/2000
-
1,820
3,360
6
2,840
< 1C
31
1,390,000
3,330,000
3,930
--
--
--
W-01
9/15/2000
979
3,200
8
2,930
0.2
22
1,540,000
3,480,000
13,300
5.82
18
1,040
W-01
3/23/2001
226
1,860
10
3,180
0.2
1,260,000
3,320,000
6,130
6.2
17
1,090
W-01
10/4/2001
728
2
3,140
9
2,890
37
1,420,000
3,380,000
31,000
8
21
3,300
W-01
3/28/2002
1,010
20
3,600
8
3,270
--
48
1,220,000
3,310,000
3,430
6.04
15
1,090
W-01 (FD)
3/28/2002
5,450
3,580
--
1,050,000
2,920,000
3,430
6.04
15
1,090
W-01
10/3/2002
8,960
2
14,000
8
3,910
0.2
51
1,330,000
3,210,000
3,190
6.33
18
1,280
W-01
3/25/2003
-
1,420
2,770
7
3,540
0.2
25
1,130,000
3,310,000
3,210
6.43
19
910
W-01
10/2/20031
402
414
2,330
5
3,840
0.2
1,350,000
3,470,000
3,520
5.94
20
3,210
W-01
4/28/2004
1,440
6,890
12
3,920
0.2
1,350,000
3,580,000
5,130
--
15.1
3,670
W-01
10/26/2004
7,450
21
20,100
10
4,800
0.2
1,310,000
3,630,000
3,100
-
3,510
W-01
4/27/2005
697
2
3,990
10
4,080
0.2
1,820,000
3,601,000
3,450
-
3,610
W-01
10/20/2005
9,030
283
18,400
15
3,920
0.2
104
790,000
3,520,000
52,000
-
2,370
-
W-01
10/19/2006
214
926
6
4,160
0.2
56
1,790,000
3,310,000
3,740
--
2,120
W-01
4/27/2007
787
1,250
3,550
0.2
1,300,000
3,390,000
6,350
-
4,510
W-01
11/19/2007
186
778
4,080
0.2
1,950,000
3,430,000
3,950
-
3,460
-
W-01
4/30/2008
291
; 2
536
3,870
0.2
__
1,920,000
3,410,000
2,990
3,590
W-01 (FD)
4/30/2008
349
).002
698
3,910
0002
).02
1,860,000
3,380,000
2,850
-
3,600
-
W-01
10/29/2008
0.1
25.8
0.32
427
4.9
3,990
2
10
1,640,000
3,310,000
4,950
-
3,840
-
-
W-01
4/30/2009
0.1
- ,.
30.5
3.44
4.9
599
13.1
4,560
:2
1.44
10
1,890,000
3,370,000
6,060
-
3,860
-
-
W-01
10/12/2009
98 J
2.9 J
22 J
1
2 J
1.1
410
<
4,000
0084
0.5 J
150
280
1,500,000
3,100,000
--
6.1
14.93
4,620
14
87
3.32
W-01
4/20/2010
3,500
130
12
6,000
4,200
2
f
--
1,500,000
3,100,000
56,500
6.1
16.5
11,800
57.9
119
W-01
10/11/2010
63 J
6.7
27
0.9 J
300
1.3 J
5,000
0.2
33
1.3 J
12
780
1,400,000
3,100,000
--
6.12
20.43
2,990
110
147
W-01
4/22/2011
470
6.8
43
15
2,900
4,800
30
530
1,300,000
3,000,000
3,400
6.15
13.13
2,780
406
150
0.58
W-01
10/17/2011
1,550
66.2
51.7
2,640
4,400
1,150,000
2,620,000
25,700
6.67
20.14
3,740
73
130
0.64

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 10
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NE
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-01
3/16/2012
24.4
4,480
6.8
270
1,190,000
3,860,000
21,700
6.24
18.19
3,547
0.8
43.5
0.48
W-01
9/24/2012
279
32.2
494
4,580
450
1,500,000
2,890,000
--
6.54
19.62
3,750
9.6
312
W-01
4/18/2013
501
35.2
692
4,590
357
1,380,000
2,610,000
23,500
6.3
17.49
3,354
8.03
-441.5
0.32
W-01
9/10/2013
117
34
1
290
4,920
--
1,370,000
2,900,000
27,600
6.19
22.49
3,067
7.29
49.4
0.29
W-01
4/7/2014
156
24.8
360
4,750
1,160,000
2,850,000
32,300
6.22
11.9
3,406
7.87
374.4
1.46
W-01
9/4/2014
100
5.9
297
4,600
61.2
1,450,000
2,950,000
--
6.15
19.97
2,940
6.1
83.7
0.75
W-01 (FD)
4/l/2015
126
21
- r
300
4,540
53.7
1,210,000
2,710,000
-
--
--
--
--
--
--
W-01
4/3/2015
212
24.5
1
500
5.3
4,510
50.4
11,260,000
241,000
6.37
17.91
2,676
5.09
76.9
0.66
W-01 (FD)
4/3/2015
126
21
0.001
300
4,540
53.7
1,210,000
2,710,000
6.37
17.91
2,676
5.09
76.9
0.66
W-01
9/10/20151
330 J
38
1 J
0.88 J
-
850
4,900
1,200,000
2,700,000 E
6.37
22.97
3,220
0
225
1.13
W-01
3/8/2016
,uuu
37
0.24
2,000
5,300
28
1,200,000
2,600,000
6.35
20.5
3,176
8.29
63.1
0.38
W-01
9/8/2016
40
22
0.38
1,400
4,800
1,100,000
2,500,000
6.8
22.3
2,905
1.8
-1.5
0.8
W-01
3/29/2017
280
39
2.5
1,900
5,100
4.1 J
1,200,000
2,600,000 E
6.38
18.7
3,060
9.7
142.5
0.34
W-01
9/27/2017
190 B
32
0.5
860
5,200
< 5
1,200,000
2,700,000
6.44
22.9
3,020
5.6
139
0
W-01
3/6/2018
930
56
0.5
1.8 J
7,200
2.4
4,700
5.6
1,200,000
2,600,000
6.59
12.7
3,182
28
260
0.38
W-01
9/12/20181
26
0.5
920
5,200
5
1,200,000
2,700,000
6.19
23.8
2,949
2.53
74.5
0.6
W-01
3/19/20191
20
0.5
1,300
3,100
11
940,000
2,200,000
6.31
14.9
2,740
1.39
-109.6
0.67
W-01
9/3/2019
180
24
0.5
340
3,800
14
970,000
2,200,000
6.11
20.8
2,553
5.63
-1.2
0.26
W-02
1/16/1990
--
210
--
--
0.2
--
--
-
6.1
--
--
--
--
--
W-02
9/24/1990
850
219
8.3
1,400
9,900
1
41,000
533,000
14,000
6.17
1 16.7
717
W-02
10/24/1991
169
82
9,300
7.4
16,500
1,150,000
1,937,000
15,000
5.97
18.7
2,080
W-02
3/26/1992
2,790
3.4
38,400
16
--
0.2
-
1,860,000
2,611,000
12,000
5.83
13.8
2,880
W-02
9/30/1992
--
--
21,300
0.2
-
1,320,000
2,525,000
6,000
6.06
17.9
2,670
W-02
3/31/1993
417
177
1,280
7.6
53
0.2
40
600,000
948,000
2,000
5.64
15.2
167
-
W-02
9/17/1993
5,650
508
3.8
79
34,700
12
22,300
0.2
62
1,570,000
3,350,000
12,000
6.41
20.8
4,030
W-02
3/30/1994
18,700
2,770
3
76
50,900
34
2,400
0.2
25
200,000
555,000
--
5.72
16
1,640
W-02
9/30/1994
21,400
942
37
58
362
13
3,710
0.2
88
415,000
969,000
15,900
6.23
18.3
1,440
W-02
3/31/1995
45,000
1,710
78
58
5,050
28
3,660
0.2
172
155,000
460,000
--
6.24
13.7
930
W-02
9/29/1995
109,000
3,950
1 30
209
142
206,000
68
3,750
0.2
5
292
379,000
944,000
7,370
5.58
16.4
1,345
W-02
3/30/1996
66,500
1,250
12
105
78
96,600
44
3,610
0.2
183
12,600
127,000
4,680
5.61
14
316
W-02
9/27/1996
89,100
1,510
8.8
150,000
15
3,060
0.2
98
--
373,000
9,220
7.04
21
840
W-02
3/29/1997
64,400
1,100
20
102
72
98,000
47
2,500
0.2
1 150
1,010,000
2,020,000
10,800
6.44
14
1,300
W-02
9/17/1997
56,500
1,620
13
87
88
99,900
35
20,200
0.2
201
1,410,000
3,600,000
11,300
6.6
17
3,780
W-02
3/27/1998
10,900
584
26,000
6,160
0.2
116,000
1,130,000
6,340
6.83
19.9
743
-
W-02
9/30/1998
15,400
518
39
34
28,800
22
15,000
0.2
60
762,000
3,380,000
15,700
6.4
21
753
W-02
3/31/1999
2,380
852
45
35
47,000
21
6,920
0.2
73
26,300
262,000
1,410
6.2
18
126
W-02
9/29/1999
9,700
296
36
26,900
9
203
0.2
1
293,000
458,000
15,300
6.19
20
182
W-02
3/16/2000
12,700
434
28
25
19,400
2,160
0.2
28
281,000
642,000
7,360
--
--
--
W-02
9/15/2000
5,490
508
1 1,600
7
1,140
0.2
1
93,400
374,000
1,890
6.63
19
170
W-02
3/23/2001
2,600
4,740
6
234
^ 9
37
26,300
173,000
6,820
6.5
18
270
W-02
3/28/2002
17,900
47
46
45,300
16
3,030
88
23,400
219,000
11,900
6.72
14
140
W-02
10/3/2002
--
--
--
--
--
--
--
-
-
--
W-02
3/25/2003
6,070
264
< 2(
8,420
115
0.2
25
14,400
118,000
5,290
6.11
18
140
W-02
10/2/2003
4,630
277
z
< 2(
10,900
8
11,100
0.2
1,270,000
3,380,000
7,780
6.11
20
3,020
W-02
4/28/2004
3,600
<20
11,000
6
2,630
0.2
36
233,000
634,000
8,130
--
14.4
1,460
W-02
10/26/20041
30,200
2,140
9
112
83
65,600
21
1 5,080
0.2
144
1,710,000
3,800,000
7,220
3,690

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 3 of 10
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3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-02
4/27/2005
2,750
6
9,150
8
8,950
U.[
26
--
1,260,000
2,868,000
13,800
3,170
W-02
10/20/2005
9,380
377
2
20
203
26,200
9
6,800
0.2
116
1,510,000
1,700,000
22,000
1,110
W-02
10/19/2006
3,630
`0
8,080
6
1,900
0.2
44
749,000
1,210,000
8,990
1,050
W-02
4/27/2007
46,500
451
2
0
55,900
--
--
0.2
46
1,570,000
2,800,000
9,010
1,880
W-02
11/19/2007
5,750
12,000
8
3,030
0.2
1,330,000
1,310,000
9,710
-
1,330
W-02
4/30/2008
4,450
5
334
0.2
72
246,000
330,000
7,260
-
609
-
-
W-02
4/30/2009
5,170
268
13.9
11.3
12,500
11.8
441
'
37.5
10,400
157,000
7,570
93.7
W-02
10/15/2009
30,000
13
1,600
4.8
110
67
200,000
36
3,400
4
42
410
--
--
--
6.37
15.88
900
30
-145
1.21
W-02
4/20/2010
430
< 1(
180
< ..
490
2,400
830,000
1,900,000
48,800
8.02
13.81
1,880
411
15
5.88
W-02
10/11/2010
2,300
2.4 J
240
0.68 J
8.7
11 J
6,600
1.7 J
2,300
11
--
210
660,000
1,400,000
--
6.33
17.02
1,340
712
46
3.99
W-02
4/22/2011
170
2.3
150
1.8
2,100
4,000
U.1
14
33
760,000
1,700,000
8,600
--
--
--
--
--
--
W-02
10/17/2011
2,180
113
6.1
2,710
4,020
0.2
5.8
365,000
842,000
18,700
--
--
--
--
--
--
W-02
3/16/2012
2,540
122
6.1
3,270
45.4
0.2
30,000
153,000
7,700
6.52
16.14
1,144
8.4
-8.6
5.75
W-02
9/24/2012
2,020
119
3,910
2,870
0.2
430
276,000
2,030,000
--
--
--
--
--
--
--
W-02
4/18/2013
192
339
182
0.2
425
56,800
149,000
5,000
--
--
--
--
--
W-02
4/18/2013
--
--
--
--
--
--
--
--
--
--
6.48
16.73
261
97.2
7.37
W-02
9/10/2013
451
315
676
21
-
44,600
135,000
10,200
--
--
--
--
--
--
W-02
4/7/2014
-
1,800
-
291
2,450
18.8
37,000
7,600
5.79
10.79
247
54.9
252
4.81
W-02
9/4/2014
-
5,930
-
183
6.3
7,950
163
-
39,000
182,000
--
5.53
20.05
168
28.2
126.4
3.08
W-02
4/3/2015
114
-
255
148
43,900
134,000
-
7.62
16.31
256
8.74
19.8
6.94
W-02
9/10/2015
6,800
220
9.5 J
8,800
93
18,000
190,000 B
5.29
22.4
155
30
272
1.38
W-02
3/8/2016
860
280
1,300
29
41,000
130,000
5.68
21.2
193.1
29.7
136.2
5.59
W-02
9/8/2016
1,900
190
0.1
3,200
31
14,000
230,000
-
6.6
17.15
116
--
101
1.91
W-02
3/29/2017
140
220
0.5
200
2.5 J
46,000
100,000 B
-
7.01
15.2
294.3
5.76
206.2
6.94
W-02
9/27/2017
--
--
--
-
--
--
--
--
5.55
21.15
114
22
176
0
W-02
3/6/2018
100
230
0.5
150
7.4
1.3 J
47,000
130,000
6.21
10.6
185
7.47
220
3.7
W-02
9/12/2018
380
170
0.5
530
6.5
24,000
99,000
5.68
19.7
184
27.6
120.7
2.16
W-02
3/19/2019
230
150
0.5
320
11
28,000
94,000
5.29
10.9
125.7
9.39
142.3
0.69
W-02
9/3/2019
5,100
170
0.5
4,800
29
--
18,000
1 160,000
5.13
22.3
122
--
53
--
W-03
1/16/1990
--
300
2
--
--
0.2
--
--
-
7
--
--
--
W-03
9/6/1990
--
8,990
20
810
--
330
--
0.5
5.9
--
--
--
6.7
--
--
W-03
9/21/1990
2,170
134
8.1
2,000
80
0.2
8,500
174,000
12,000
6.52
16.2
238
W-03
10/23/1991
213
149
240
330
116
0.2
- "1
214,000
12,000
6.7
19.7
207
W-03
3/25/1992
U.L
119
UU
0.2
22,500
136,000
10,000
6.12
13.1
307
W-03
9/29/19921
670
120
580
410
0.3
20,000
189,000
1,000
5.86
17.1
223
W-03
3/31/1993
1,170
180
2,300
0.2
55
14,900
163,000
2,000
5.53
15.7
207
W-03
9/17/1993
9,460
444
2.8
71
20,700
10
173
0.2
106
12,000
207,000
2,000
6.23
18.3
282
W-03
3/30/1994
4,420
259
24
10,700
150
264
0.2
107
17,000
180,000
5.74
15.9
180
W-03
9/30/1994
25,400
485
26
67
32,000
17
526
0.2
86
193,000
26,100
6.28
18
202
W-03
3/31/1995
31,300
466
27
55
36,400
25
430
0.2
1
186
133,000
206,000
- r-
6.64
12.7
220
W-03
9/29/19951
55,400
813
7
51
122
70,100
42
1,020
0.2
183
139,000
302,000
1,320
5.42
15.4
245
W-03
3/30/1996
17,100
436
2
20
46
25,900
19
409
0.2
100
19,500
217,000
3,410
5.61
13
285
W-03
9/27/1996
11,200
257
16,400
15
235
0.2
94
59,800
215,000
1,100
7.81
18
243
W-03
3/29/1997
16,400
347
3
43
23,000
13
384
0.2
51
21,100
223,000
7,860
6.57
12
153
W-03
9/17/1997
32,200
478
4
27
67
40,200
24
590
0.2
280
88,900
262,000
1,290
6.9
16
366
W-03
3/27/1998
12,200
491
21,300
604
0.2
19,100
1 248,000
1 1,260
6.06
1 19.9
542

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 4 of 10
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3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-03
9/30/1998
4,150
5,690
151
0.2
39
--
5,050
238,000
1,340
6.8
20
276
W-03
3/31/1999
2,380
3,930
126
0.2
73
26,300
262,000
1,410
6.2
18
126
-
W-03
9/29/1999
2,130
4,230
90
0.2
27,300
272,000
1,710
6.77
19
315
W-03
3/16/2000
11,700
356
35
15,700
7
334
0.2
16
36
17,800
193,000
2,630
--
--
--
W-03
9/15/2000
6,590
323
26
9,900
11
309
0.2
17
1
20,900
187,000
1,530
6.69
18
390
W-03
3/23/2001
828
1,020
9
45
0.2
< 1(
23
27,400
175,000
1,560
6.7
17
310
W-03
10/4/2001
3,640
6,020
8
221
0.2
13
24,700
186,000
3,200
6.13
17
200
W-03
3/28/2002
-
1,720
2,820
100
--
38,500
203,000
1,450
6.71
14
470
W-03
3/28/2002
-
2,370
_
1
2,820
100
0.2
17
-
25,600
177,000
--
--
238
W-03
10/3/2002
-
8,770
387
")2
22
16,400
450
0002
35
-
58,200
231,000
1,020
8.12
19
210
W-03
3/25/2003
-
15,300
362
26
23,800
8
622
0.2
45
42,600
194,000
6.19
19
210
W-03
10/2/2003
2,460
646
4,080
212
0.2
28,300
199,000
6.67
17
243
W-03
4/28/2004
1,490
2,820
80
0.2
13
1,350,000
171,000
--
14.6
225
W-03
10/26/2004
2,370
3,490
129
0.2
17
25,600
177,000
--
238
W-03
4/27/2005
874
-
1,580
66
0.2
16
40
34,400
192,000
740
277
W-03
10/20/2005
3,500
252
107
4,230
72
30
71
-
44,000
218,000
18,000
317
W-03
10/19/2006
-
553
277
1,020
37
48
-
70,400
237,000
690
330
W-03
4/27/2007
-
262
708
u.2
--
-
89,400
251,000
1,510
388
W-03
11/19/2007
-
124
263
156
65
-
53,000
293,000
860
403
W-03
11/19/2007
-
139
254
158
12
65
64,200
278,000
880
402
W-03
4/30/2008
261
148
94
91,000
331,000
760
470
W-03
10/29/2008
-
274
0.33
10.6
216
1 3.3
124
0.1
95.5
5.15
96,000
360,000
1,040
571
W-03
4/30/2009
442
368
638
8.5
61.6
154
68.2
199,000
399,000
940
603
W-03 (FD)
4/30/2009
571
268
< 0.001
2.5
332
7.1
30.8
153
32.4
203,000
389,000
1,070
617
--
--
--
W-03
10/12/2009
26 J
2.7 J
160
< 0.08
0.9 J
16 J
0.08 J
150
IOU
740
140,000
430,000
--
5.88
15.2
--
8.6
121
2.82
W-03
4/20/2010
870
280
; 1
940
49
100
).03
--
100,000
380,000
9,000
5.96
12.52
644
23.2
264
3.74
W-03
10/11/2010
250
110
1.3 J
21 J
1.6 J
77
20
790
89,000
310,000
--
5.89
18.03
497
6.7
256
1.39
W-03
4/21/2011
-
40
2.1
140
210
6.7
i
100
850
120,000
330,000
1,000
5.8
13.07
399
299
3.68
W-03
10/18/2011
380
195
262
22.1
102
1,100
360,000
413,000
7,700
6.85
17.47
764
6.3
128
1.76
W-03
3/16/2012
100
97.5
101
10.2
112
5.8
1,700
220,000
1,070,000
7,800
5.51
14.27
755
1.4
125.8
2.36
W-03
9/24/2012
100
87.4
49.1
0.2
51.9
1,000
418,000
719,000
--
5.81
17.76
1,110
1.6
521
W-03
4/18/2013
-
100
56.2
75.7
0.2
29.6
844
401,000
852,000
10,600
5.74
13.98
1,146
1.11
-443.1
0.54
W-03
9/10/2013
-
0.1
45.8
98.4
20
--
447,000
852,000
9,290
5.88
18.91
959
1.13
221.7
0.44
W-03
4/7/2014
-
0.1
-
39.8
88.4
--
20.4
-
338,000
796,000
10,100
5.85
10.71
1,109
0.71
537.7
2.39
W-03
9/3/2014
-
100
--
34
135
23.4
364,000
895,000
--
5.73
20.62
1,049
2.78
501.6
0.74
W-03
4/2/2015
-
100
--
32.8
155
25
449,000
932,000
-
6.06
15.68
960
2.11
327.6
1.48
W-03
9/9/2015
400
38
5
280
11 J
530,000
1,000,000 E
-
5.92
26.15
1,410
0
485
1.02
W-03
3/8/2016
40
30
0.1
190
170
12
320,000
750,000
4.98
13.1
1,018
0.62
550
1.5
W-03
9/8/2016
40
29
0.1
300
320
2.7
360,000
840,000
6.36
20.8
1,048
0.46
88.2
1
W-03
3/29/2017
15 J
43
0.5
310
290
410,000
880,000 B
6.32
15.1
1,218
2.22
180.2
0.79
W-03
9/26/2017
13 BJ
32
0.5
190
320
390,000
860,000
6.29
23.28
1,080
2.9
371
0
W-03
3/6/2018
35
0.5
130
590
8.8
520,000
1,100,000
6.7
11
149
0.61
481
0.7
W-03 (FD)
3/6/2018
40
34
0.5
140
550
7.6
530,000
1,100,000
--
--
--
--
--
--
W-03
9/12/2018
40
26
0.5
170
510
400,000
900,000
6.17
20.2
1,131
0.64
195.6
3.2
W-03
3/19/20191
40
28
0.5
230
180
7.4
250,000
600,000
6.24
13.5
858
2.04
291
1.77
W-03
9/3/2019
27
0.5
110
5.4
200,000
500,000
5.96
20.9
680
0.16
177
1.11

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 5 of 10
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3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-03B
10/26/2004
2,330
3,170
157
24
--
174,000
545,000
2,710
862
W-03B
4/27/2005
203
2
1,830
15
907
-
41
36
590,000
840,000
10,100
1,180
W-03B
10/20/2005
3,630
29
4,290
5
68
0.2
75
146,000
627,000
30,000
550
W-03B
10/19/2006
135
950
5
811
0.2
42
318,000
750,000
5,240
-
739
W-03B
4/27/2007
238
901
1,280
0.2
475,000
1,050,000
2,570
-
1,240
W-03B
11/19/2007
1,170
1,270
0.2
582,000
101,000
22,600
-
1,310
W-03B
4/30/2008
0.1
505
1,010
"'
570,000
955,000
1,180
--
1,270
W-03B
10/29/2008
0.1
48
4.9
1,950
946
0.07
10.5
305,000
760,000
830
-
1,080
-
-
W-03B
4/30/2009
0.1
42.6
; 1
490
10.5
999
9.7
1.5
8.7
185,000
827,000
5,560
--
1,150
-
-
W-03B
10/12/2009
39 J
3.6 J
43 J
).08
0.9 J
330
< "
880
14
250,000
780,000
--
7.17
14.64
--
14.4
-42
3.4
W-03B
4/20/2010
0.1
49
= 1
500
970
2
280,000
770,000
11,200
6.75
17.46
2,320
108
-51
0.23
W-03B
10/11/2010
250
2.4 J
45
0.95 J
500
980
0.2
9.9
6 J
140 J
300,000
830,000
--
6.66
17.49
1,010
41.3
-25
W-03B
4/21/2011
40
2.5
51
970
1,200
0.1
12
85
370,000
890,000
1,100
6.63
15.39
956
-72
0.48
W-03B
10/18/2011
100
52
606
1,320
0.2
460,000
1,090,000
9,700
9.49
15.03
1,750
9.4
-86
W-03B (FD)
10/18/20111
100
50.9
587
1,280
0.2
408,000
1,050,000
8,000
9.49
15.03
1,750
9.4
-86
W-03B
3/16/2012
100
48.5
472
1,560
0.2
47.6
559,000
533,000
9,800
6.7
14.5
1,474
2.9
-35
0.79
W-03B
9/24/2012
100
45.1
537
1,340
0.2
27.1
422,000
1,050,000
--
7.14
16.04
1,650
3.6
-26
- -
W-03B
4/18/2013
100
40.3
1
397
743
0.2
248,000
623,000
16,800
6.64
14.86
961
0
-71
0.47
W-03B
9/10/2013
0.1
43.2
258
448
120,000
421,000
6,580
7.23
19.33
1,380
9.2
-43
W-03B
4/7/2014
0.1
46.6
772
540
--
123,000
396,000
49,000
6.86
16.07
987
0
-92
0.38
W-03B
9/3/20141
100
48.4
321
452
12.5
18,100
403,000
--
6.85
16.21
988
1.4
-87
2.01
W-03B
4/2/20151
100
47.8
3,070
520
79,400
415,000
-
7.21
15.95
500
8.5
122.7
0.74
W-03B
9/9/2015
400
42
; 5
170
570
110,000
390,000 B
-
6.69
27.24
670
0
-7
0.96
W-03B
3/8/2016
40
50
0.1
680
440
2.3
73,000
390,000
-
7.28
13
596.4
6.02
62
0.23
W-03B
9/8/2016
40
45
0.1
340
380
71,000
380,000
-
7.3
21.35
538
0.44
62
0.7
W-03B (FD)
9/8/2016
46
0.1
350
380
1.1
74,000
370,000
--
--
--
--
--
--
W-03B
3/29/2017
8.9 J
44
0.5
400
440
110,000
410,000 B
7.28
13.7
687
0.58
156.6
0.52
W-03B (FD)
3/29/2017
8.2 J
46
0.5
400
470
110,000
360,000 B
-
--
--
--
--
--
--
W-03B
9/26/2017
19 BJ
55
0.5
820
310
65,000
370,000
-
7.22
20.23
453
2.7
28
0
W-03B
3/6/20181
45
0.5
210
330
100,000
440,000
-
8
10
652
0.1
-28
0.55
W-03B
9/12/2018
40
47
0.5
240
230
61,000
340,000
-
--
23
504
0.18
-36
0.65
W-03B
3/19/2019
40
47
0.5
650
48
39,000
290,000
-
7.18
10.7
459.9
3.63
71.3
3.17
W-03B
9/3/2019
40
42
0.5
35
-
24,000
260,000
-
7.15
19.1
385
0.39
-11.5
0.59
W-04
4/4/1995
9,720
; 2
15,600
7
564
58
7,880
231,000
136,000
6.07
19
234
--
--
--
W-04
9/17/1997
4,420
2
10,000
6
406
0.2
190
8,860
212,000
3,190
7.5
18
366
W-04
3/27/1998
3,410
6,250
--
0.2
44
7,120
226,000
2,690
6.72
19.2
390
W-04
9/30/1998
219
1,610
299
0.2
6,420
200,000
7,260
5.9
21
322
W-04
3/31/1999
637
2,150
285
0.2
5,710
202,000
8,530
6.5
16
279
W-04
9/29/19991
127
1,440
5
271
0.2
24
207,000
2,850
6.38
18
315
W-04
3/16/2000
^'
1,470
298
0.2
191,000
6,050
--
--
--
W-04
9/15/2000
165
1,090
252
0.2
5,300
241,000
15,500
6.22
17
310
W-04
3/23/2001
2,750
4
9,910
16
447
0.2
28
6,530
219,000
5,990
6.4
16
240
W-04
10/4/2001
204
; 2
915
7
229
0.2
186,000
7,800
6.28
20
300
W-04
3/28/2002
U. I
; 2
1,460
212
--
5,160
196,000
1,680
6.18
14
190
W-04
10/3/2002
0.1
; 2
1,130
237
29
5,080
202,000
4,070
6.11
19
280
W-04
3/25/2003
0.1
976
212
6,050
185,000
1,610
1 6.17
16
260

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 6 of 10
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3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-06
10/2/2003
1,920
268
24
3,220
154
0.2
440
--
95,000
466,000
34,000
7.25
19
661
W-06
4/28/2004
1,160
30
26
917
7
37
0.2
149
1
370,000
692,000
139,000
--
14.7
937
W-06
10/26/2004
790
89
32
259
12
0.2
87
116,000
630,000
79,200
-
917
W-06
4/27/2005
389
5
0.2
56
87,500
565,000
13,200
-
932
W-06
10/20/2005
C
20
40
355.7
0.2
60
35,400
553,000
27,000
-
939
W-06
10/19/2006
529
""
77
12
0.2
66
46,400
471,000
29,300
-
655
W-06
4/27/2007
2,660
29
2,790
106
0.2
168
29,500
442,000
8,840
-
776
-
W-06
11/19/20071
627
711
24
0.2
38
11,200
431,000
8,980
-
694
W-06
4/30/2008
0.2
37
392,000
5,610
-
615
W-06
10/29/2008
235
35.8
0.41
6.8
268
9.3
n.2
67
393,000
4,130
-
724
W-06 (FD)
10/29/2008
222
293
1
2.7
460
4.9
84.6
0.16
101
_._ .
_._ .
98,800
384,000
860
-
574
-
-
W-06
4/30/2009
139
36.6
7
33.1
2.9
1.5
8.1
33.2
10,500
463,000
10,300
-
807
--
--
W-06
10/12/2009
140
2.3 J
28
5.5
4.3 J
44 J
1.7 J
0.2
4�^
17,000 J
380,000
--
10.55
18.86
1,020
33.1
-243
0.16
W-06
4/20/2010
1,700
59
400
14
3,200
87
69
16,000
450,000
9,100
10.74
18.92
930
209
1 -227
0.03
W-06
10/11/2010
320
37
420
19 J
2,800
56
0.2
--
120 J
13,000
410,000
--
10.57
17.7
816
35.7
-250
0.01
W-06
4/22/2011
260
1.2
33
190
7
1,000
1.3
28
0.1
1.1
17
21
16,000
410,000
3,800
11.07
13.85
562
9.6
-189
1.01
W-06
10/17/2011
421
26.9
60.9
89
311
6.8
0.2
60.1
11,000
414,000
6,100
--
--
--
--
--
--
W-06
10/18/2011
-
421
26.9
60.9
89
311
6.8
: 2
60.1
-
11,000
414,000
6,100
12.24
18.13
1,040
8.6
-313
0.37
W-06
3/16/2012
-
221
44.7
8.5
83
0.2
10.1
11,400
499,000
5,200
11.16
17.26
845
1.9
-234
0.38
W-06
9/26/2012
-
202
37.3
23.6
162
0.2
14.1
12,200
317,000
--
11.44
16.32
667
8.9
-21
W-06
4/19/2013
517
41.1
18.3
277
6.4
0.2
21.2
12,200
334,000
4,920
--
--
--
--
--
W-06
4/19/2013
--
--
18.3
277
6.4
21.2
12,200
334,000
4,900
10.44
15.8
620
8.6
-450.5
0.4
W-06
9/11/2013
312
46.9
21.7
397
7.7
19.4
12,100
335,000
4,390
10.63
17.85
506
6.87
82.6
0.71
W-06
4/9/2014
-
154
-
42.2
6.9
141
-
12,400
304,000
4,700
10.85
15.07
634
4.23
-43.1
1.23
W-06
9/5/2014
-
100
-
33.7
50
-
11,800
337,000
--
10.81
15.7
637
3.87
-37.4
1.19
W-06
4/2/2015
-
-
-
35.4
9.4
72.6
-
11,700
314,000
10.26
16.31
555
2.62
-142.1
2.74
W-06
9/8/2015
-
570
-
37
110
900
23
-
11,000
280,000
10.22
21.3
496
22.7
-59
1.95
W-06
3/9/2016
-
35
18
230
-
12,000
270,000
10.08
16.4
464.5
7.29
-80.9
0.48
W-06
9/6/20161
62
37
0.1
110
9,900
260,000
10.1
16.4
754
2
-106
0.7
W-06
3/28/2017
530
76
0.5
36
990
0.5 J
17
10,000
220,000
9.75
15.5
437.1
9.85
-67.2
0.59
W-06
9/27/2017
220 B
41
0.5
14
220
0.58 J
6.5
11,000
270,000
9.86
16.8
360
4.48
82
1.26
W-06
3/6/2018
100
39
0.5
32
620
9.4
11,000
260,000
9.56
11.86
0.399
11.4
-29
1.5
W-06
9/13/2018
2,100
200
0.5
42
2,900
1.6
330
57,000
270,000
9.9
18.2
475
7.38
124
0.67
W-06
3/20/2019
42
0.5
5.5
100
10,000
270,000
9.51
15.6
435.2
3.18
80.7
0.68
W-06
9/4/2019
100
38
0.5
100
12,000
270,000
9.01
19.7
398
--
-109.5
0.37
W-07
1/6/2011
--
110
0.1
200
120
9,300
200,000
-
7.1
15.4
298
5.2
83
2
W-07
4/21/2011
92
80
0.1
520
160
44
6,600
190,000
7.26
15.24
301
12
0.62
W-07
9/25/2012
318
77.3
; 1
628
173
0.2
6,200
206,000
8.09
15.07
403
18.2
46
0 -
W-07
4/18/2013
403
140
1
6
1,460
146
^ '
10,200
173,000
29,000
6.89
15.68
271
17.1
-448.1
1.7
W-07
9/11/2013
257
112
950
124
8,100
-
3,310
7.43
16.19
271
7.7
4.3
0.87
W-07
4/9/2014
427
131
--
1,830
97.1
11,200
181,000
3,500
6.79
15.55
265
21.3
119.1
2.87
W-07
9/5/2014
797
81.1
1,580
189
6,400
220,000
--
7.5
15.93
289
8.08
10.3
1.35
W-07
4/2/2015
402
136
1,970
69.6
10,800
169,000
7.5
15.87
284
9.37
6.3
2.19
W-07
9/9/2015
380 J
78
28
1,600
150
5,700
170,000 B
-
6.73
18.73
349
5.9
23
4.64
W 07
3/9/2016
800
140
16
3,800
100
11,000
110,000
-
6.98
14.1
283.5
40.4
114.9
1.87

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 7 of 10
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300
15
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20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-07
9/6/2016
260
--
130
UA
--
1,800
53
--
--
--
--
9,800
89,000
7.1
16.8
206
20.5
89
3.1
W-07
3/28/2017
500
130
0.5
28
3,600
0.93 J
110
8,900
160,000 B
6.92
15.3
280.2
42.9
12.3
1.9
W-07
9/27/2017
2,200 B
100
0.5
11
4,400
0.99 J
800
5,400
160,000 B
-
7.53
1 16.32
281
9.24
1 50
0.5
W-07 (FD)
9/27/2017
200 B
71
0.5
4.1 J
1,100
0.67 J
93
5,400
230,000
-
7.53
16.32
281
9.24
50
0.5
W-07
3/5/2018
240
73
0.5
7.9
1,600
0.43
220
5,600
210,000
--
7.25
13.82
341
29.4
16
1.22
W-07
3/6/2018
240
73
0.5
7.9
1,600
0.43 J
220
5,600
210,000
--
--
--
--
--
--
--
W-07
9/12/2018
310
81
0.5
9.6
2,800
190
6,300
210,000
7.3
17.7
327
56.3
32.4
0.74
W-07
9/12/2018
310
81
0.5
9.6
2,800
190
6,300
210,000
--
--
--
--
--
--
W-07
3/20/20191
96
100
0.5
1,400
29
11,000
180,000
6.5
1 15.7
267
21.3
1 134.7
2.28
W-07 (FD)
3/20/2019
140
110
0.5
1,600
32
11,000
180,000
6.5
15.7
267
21.3
134.7
2.28
W-07
9/4/2019
280
78
().5
1,800
150
6,000
220,000
-
6.75
15.4
322
26.1
-73.3
0.27
W-08
1/6/2011
--
--
330
0.12
2,900
65
-
73,000
210,000
-
7.47
14.8
300
49.6
182
7.88
W-08
4/20/2011
390
1.2
180
0.1
940
20
8.9
240
68,000
240,000
1,100
5.68
15.1
391
133
203
7.06
W-08
9/26/2012
643
166
; 1
25.2
7.7
777
63.6
151
250
86,800
242,000
--
6.08
20.48
382
6.2
158
1 5.86
W-08
4/18/2013
5,940
465
86.4
85.6
9,760
220
122
292
95,000
247,000
5,160
5.83
19.45
330
9.6
-428
5.3
W-08
9/10/2013
-
1,180
407
41.7
40
1,900
37.1
67.1
--
101,000
244,000
5,600
5.69
21.81
310
9.3
95.3
6.02
W-08
4/9/2014
-
1,670
-
147
7.5
--
2,940
86.5
--
-
98,800
263,000
4,900
5.58
18.13
371
11.91
195.4
5.87
W-08
9/3/2014
-
318
-
136
463
23
13.4
-
114,000
300,000
--
5.37
14.79
329
8.4
154.3
5.91
W-08
4/2/2015
-
873
-
206
1
42.7
1,410
26.9
11.5
-
62,700
219,000
5.93
21.58
340
39.9
68.4
4.64
W-08
9/9/2015
--
840
-
160
; 5
84
1,200
180
-
96,000
240,000 B
5.8
31.23
322
35.6
125
3.55
W-08
3/9/2016
-
2,700
-
290
0.1
310
4,800
1.9
290
6.4
65,000
230,000
6.19
15.6
332
87
84.8
5.24
W-08
9/7/2016
1,900
280
0.1
7.9
4,100
60
4
64,000
200,000
6.3
20.1
240
9.6
98
6.5
W-08
3/28/2017
1,700
380
0.5
99
3,300
1
58
6.7
66,000
170,000 B
5.73
19.9
275.2
21.5
177
5.74
W-08
9/26/2017
2,600 B
290
0.5
51
2,500
2.5
120
6.4
53,000
210,000
6.02
16.32
211
33.1
128
7.91
W-08
3/5/2018
560
150
0.5
20
1,100
0.56 J
67
4 J
56,000
190,000
5.66
18.95
221
41
203
18.32
W-08
9/12/2018
62
36
0.5
12
230
l '
11,000
260,000
6.94
18.5
394
91.3
119
5.87
W-08
3/20/2019
450
240
0.5
20
730
17
17,000
130,000
5.39
12.7
127.8
20.6
157.8
6.89
W-08
9/4/2019
270
300
0.5
370
11
61,000
180,000
5.13
16.3
205.7
9.8
61.6
6.47
W-09
1/5/2011
--
27
0.1
440
32
16,000
150,000
-
8.39
15.9
274
119
22
W-09
1/5/2011
--
27
0.1
440
32
16,000
150,000
8.39
15.9
274
119
22
W-09
4/20/2011
83
39
170
23
42
10,000
130,000
8.83
16.78
286
121
-10
0.45
W-09
9/26/2012
116
102
10
108
10.1
0.2
8,800
149,000
--
10.98
16.25
350
7.9
12
'
W-09
4/19/2013
281
115
8.5
157
8
0.2
9,270
155,000
2,400
9.62
16.48
286
9.7
-455
0.22
W-09
9/10/20131
114
94
68.6
--
9,100
169,000
2,410
10.45
16.52
272
3.97
-73.4
0.27
W-09
4/9/2014
54.8
--
11,100
204,000
3,100
9.44
14.36
257
4.7
-421
0.18
W-09
9/4/2014
134
60.2
222
7.3
11,100
212,000
--
9.74
19.92
303
11.2
32.8
3.54
W-09
4/3/2015
113
_
_
9,100
279,000
11.66
16.84
982
3.57
-184.4
0.7
W-09
9/8/2015
-
1101
-
100
3.7 J
41 J
1.4 J
-
9,100
280,000
11.77
19.18
856
7
-177
1.67
W-09
3/8/2016
-
90
-
89
< 5
83
-
10,000
290,000
12.22
16.9
888
3.16
-166.7
0.35
W-09
9/6/2016
-
74
-
97
< 5
39
-
8,400
260,000
11.8
16.6
754
2
-106
0.7
W-09
3/28/2017
-
99
-
100
0.5
11
81
1.3 J
9,300
260,000
11.61
17.6
862
2.68
47.9
0.22
W-09
9/26/2017
140 B
100
0.5
5.9
96
0.41 J
2 J
11,000
230,000
11.59
16.95
655
1.85
-147.2
0.94
W-09
3/6/2018
61
1
1 110
1 0.5
3.8 J
51
11,000
1 270,000
11.36
11.6
690
3.7
-36
2.03
W-09
9/1
1
1 130
1 0.5
1
11,000
1 190,000
10.78
17.2
487
0.82
90.7
0.33
W-09
1 3/20/20191
1
1
1 110
1 0.5
1
1
1
1 12,000
1 270,000
1
1 11.34
1 17.9
1 798
1.51
-230.1
0.31

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 8 of 10
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3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-09
9/4/2019
--
130
--
--
--
--
--
13,000
180,000
--
9.59
17
292.4
0.5
-139.4
0.15
PW-01
4/29/1988
152
59
8
57
57
314
0.2
576
37,000
500,000
1,280
6.9
PW-01
7/13/1989
--
100
-
--
--
0.2
--
--
--
--
--
PW-01
9/6/1990
--
90
--
--
9.9
--
0.2
--
--
--
--
6.8
-
PW-01
10/23/1991
130
C
0
620
1,230
0.2
3,310
460,000
850,000
8,000
6.41
15.1
1,247
--
--
--
PW-01
8/10/2009
--
35
r
4,800
1,800
--
--
680,000
--
--
6.98
15.3
2,860
32.1
13
PW-01
5/13/2010
46
6,800
2,500
0.2
5,100
1,000,000
2,100,000
-
6.68
16.47
2,580
215
-54
13.5
PW-01
5/13/2010
--
--
--
--
--
--
--
--
-
--
--
PW-01
5/14/2010
44
6,300
9.4
2,400
0.2
21,000
940,000
2,100,000
-
6.76
16.09
2,570
166
-50
13.2
PW-01
5/14/2010
34
2,900
2,000
f).2
560
--
800,000
1,900,000
--
6.76
15.03
2,430
217
-20
14.9
PW-01
4/21/2011
280
11
46
4,400
3,000
54
<2(
920,000
2,000,000
2,100
6.2
16.58
2,250
24
0.6
PW-01
9/26/2012
1,060
52.2
4,280
2,780
13.5
450
1,190,000
12,980,000
--
6.8
15.91
2,890
8.7
2
PW-01
4/18/2013
1,080
55.4
3,830
2,700
10.1
626
1,080,000
1,940,000
14,200
6.2
16.23
2,401
3.03
-453.1
0.6
PW-01
9/10/2013
1,010
52.4
5,680
2,990
<
18.8
--
1,150,000
2,240,000
20,500
6.21
17.72
2,191
5.24
44.1
0.4
PW-01
4/7/2014
628
48.9
4,780
3,130
-
--
914,000
1,980,000
16,600
6.23
15.34
2,689
3.2
40.7
0.83
PW-01
9/5/2014
1,370
32.3
8.4
6,160
3,080
49.9
-
1,010,000
2,260,000
--
6.14
16.72
2,552
5.69
-16.2
3.93
PW-01
4/2/2015
195
45
i
435
595
62.3
1,010,000
187,000
-
5.98
21.63
241
6.6
332
4.59
PW-01
9/9/2015
410
54
0.8 J
8.3 J
5,000
3,400
990,000
2,100,000 E
-
6.34
26.1
2,220
0
1
0.49
PW-01
3/8/2016
420
51
8.8
5,000
3,500
940,000
2,100,000
6.39
14.3
2,524
3.12
39.2
0.4
PW-01
9/6/2016
250
42
0.12
5,300
3,300
2.5
840,000
1,900,000
6.7
17.9
2,080
1.6
-2
0.8
PW-01
3/28/2017
61
39
19
4,200
3,300
3.8 J
840,000
1,900,000 E
6.38
15.8
2,342
3.39
42.3
0.31
PW-01
9/26/2017
180 B
48
0.5
5.3
4,700
1.3
3,600
5(
780,000
1,900,000
6.36
16.82
1,880
1
14.3
0.48
PW-01
3/6/2018
870
48
0.5
3.8 J
6,500
0.85 J
3,100
3.6 J
760,000
1,800,000
6.09
13.55
2,420
39.1
98
1.01
PW-01
9/13/2018
160
37
0.5
4,500
3,100
750,000
1,700,000
6.43
15.5
1,709
9.76
74.4
0.26
PW-01 (FD)
9/13/2018
150
37
0.5
4,500
3,300
770,000
1,700,000
6.43
15.5
1,709
9.76
74.4
0.26
PW-01
3/19/2019
430
38
0.5
5,300
2,700
7.8
670,000
1,500,000
6.41
14.7
1,984
5.73
3.2
0.49
PW-01
9/4/2019
330
35
0.5
3,000
3,000
20
750,000
1,700,000
5.8
15.6
1,963
3.82
-56.1
0.17
PW-01 (FD)
9/4/2019
170
35
0.5
3,300
3,100
740,000
1,700,000
--
--
--
--
--
--
PZ-01
1/4/2011
--
81
0.1
--
1,600
78
98,000
180,000
PZ-01
4/20/2011
1,600
63
0.1
1.9
2,700
1.6
110
110
30,000
100,000
4,200
PZ-01
9/25/2012
100
99.7
; 1
<
138
119
0.2
1,900
319,000
806,000
-
PZ-01
4/17/2013
182
64.3
200
55.6
" "
240
95,500
217,000
4,960
PZ-01
9/10/2013
0.1
82.7
72.1
17.8
--
179,000
485,000
6,530
PZ-01
4/6/20141
56.7
1
148
28.3
-
98,900
1,430,000
5,000
-
-
PZ-01
9/3/2014
52,800
778
280
69,200
27
3,130
162,000
503,000
--
PZ-01
4/l/2015
60.1
87
11.4
91,900
290,000
-
8.13
16.48
509
2.19
17.4
7.51
PZ-01
9/8/2015
--
--
--
--
--
--
--
-
PZ-01
3/7/2016
72,000
1,100
220
110,000
58
2,800
110,000
260,000
-
-
PZ-01
9/7/2016
--
--
--
--
--
--
--
PZ-01
3/27/2017
-
PZ-01
9/25/2017
-
PZ-01
3/5/2018
PZ-01
9/11 /2018
-
-
PZ-02
1/4/2011
120
770
410
180,000
360,000

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 9 of 10
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3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
PZ-02
4/20/2011
4,200
99
6.9
2.7
7,400
3.4
410
0.14
100
82,000
250,000
6,700
PZ-02
9/25/2012
113
106
38.9
2,000
306,000
767,000
--
--
--
--
--
--
--
PZ-02
4/17/2013
222
63.7
1
247
28.4
180
1 98,200
197,000
4,630
PZ-02
9/10/2013
^ '
83.9
83.8
13.8
--
169,000
455,000
6,250
PZ-02
4/6/2014
114
54
180
12
93,800
255,000
4,000
PZ-02
9/4/2014
4,250
122
5.7
7,330
464
159,000
511,000
-
PZ-02
4/l/2015
-
58.4
159
9.7
82,200
267,000
8.15
15.93
466
3.17
18.7
8.05
PZ-02
9/8/2015
41,000
560
9.5
66
85,000
30
9,600
97,000
340,000
--
--
--
--
--
--
PZ-02
3/7/2016
49,000
810
3.4
69
110,000
34
16,000
38,000
140,000
-
-
PZ-02
9/7/20161
1,900
230
1.3
19,000
8.5
4,500
59,000
240,000
-
-
-
-
PZ-02
3/27/2017
11,000
270
7.5
20
33,000
8.1
6,400
63,000
210,000 B
--
--
--
--
PZ-02
9/25/2017
15,000 B
200
6.2
21
24,000
8.4
2,600
55,000
250,000
-
7.51
21.29
373
4.84
-18.8
14.52
PZ-02
3/5/2018
3,100
220
9.3
5.3
26,000
6.8
2,700
66,000
240,000
-
--
--
--
--
--
--
PZ-02
9/11/2018
14,000
280
9.5
31
45,000
16
1,800
57,000
280,000
--
--
--
--
--
--
PZ-02
3/19/2019
55
36
1.7
390
17
25,000
120,000
5.96
8.3
191.5
1 60.9
157
6.2
PZ-02
9/3/2019
160
62
5.3
770
450
46,000
230,000
--
--
--
--
--
--
PZ-03
1/5/2011
--
140
9.4
14,000
1,700
24,000
140,000
-
PZ-03
4/21/2011
55
6,700
560
49
25,000
100,000
3,000
PZ-03
9/25/2012
--
--
--
--
--
--
--
--
PZ-03
4/17/2013
914
55.7
1,090
10.2
30,500
87,000
3,230
PZ-03
9/9/2013
68.6
179
7.2
45,200
158,000
13,300
PZ-03
4/6/2014
205
51.2
265
25,200
119,000
2,500
-
-
-
PZ-03
9/4/2014
, ^^
80
233
62.5
37,300
177,000
--
PZ-03
4/l/2015
143
57.9
335
5.4
30,400
105,000
-
10.39
10.78
178
4.58
12
9.91
PZ-03
9/8/20151
1101
82
180
17
56,000
210,000
-
--
--
--
--
-
--
PZ-03
3/7/2016
16,000
200
1.9
20
56,000
10
400
18,000
49,000
-
-
-
PZ-03
9/7/2016
-
PZ-03
3/27/2017
-
PZ-03
9/25/2017
-
PZ-03
3/5/2018
-
PZ-03
9/11 /2018
--
-
--
PZ-04
1/5/2011
--
170
0.1
12
10,000
89
46,000
190,000
-
PZ-04
4/21/2011
170
58
0.1
450
15
52
24,000
78,000
2,300
PZ-04
9/25/2012
168
81.7
; 1
285
40.5
58,400
181,000
-
PZ-04
4/17/20131
889
53.7
1,050
12.4
30,000
89,000
3,280
PZ-04
9/9/20131
155
61.7
307
15.8
--
31,500
131,000
3,530
PZ-04
4/6/2014
295
53.3
399
5.1
24,200
113,000
2,500
PZ-04
9/4/2014
77.5
394
52.4
41,200
183,000
--
PZ-04
4/l/2015
133
54.6
249
27,200
105,000
-
9.98
162
4.21
16.6
8.91
PZ-04
9/8/2015
--
--
--
--
--
-
--
--
PZ-04
3/7/2016
160,000
2,500
14
200
160,000
51
3,000
45,000
160,000
-
-
-
PZ-04
9/7/2016
--
--
--
--
--
--
--
--
PZ-04
3/27/2017
-
PZ-04
9/25/2017
-
PZ-04
3/5/2018

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 10 of 10
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3,500
10
700
2
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1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
PZ-04
9/11/2018
2,200
--
240
1.4
--
2,800
33
--
--
--
--
94,000
280,000
-
-
-
PZ-04
3/19/2019
130
79
1
200
12
-
31,000
120,000
--
7.22
8.3
171.1
15.7
182.5
5.06
PZ-05
1/5/2011
--
92
0.1
--
1,300
1,300
-
130,000
510,000
--
--
--
--
--
--
--
PZ-05
4/21/2011
5,300
81
0.1
10
14
13,000
2.9
710
2.2
20
60
85,000
230,000
11,000
PZ-05
9/25/2012
--
--
--
--
--
--
--
--
--
--
--
--
PZ-05
4/17/2013
-
-
-
PZ-05
9/9/2013
--
--
--
--
--
--
PZ-05
4/6/2014
66
128
115,000
270,000
3,500
-
-
PZ-05
9/4/2014
143
129
877
567
12.9
306,000
765,000
--
-
-
-
PZ-05
4/1/2015
494
83.4
769
82.3
153,000
339,000
-
7.04
10.53
516
1.06
34
7.17
PZ-05
9/8/2015
--
PZ-05
3/7/2016
41,000
2,500
52
1,300,000
27
32,000
63,000
150,000
-
-
-
PZ-05
9/7/2016
740
58
0.27
6,800
120
28,000
110,000
-
-
-
PZ-05
3/27/2017
10,000
510
5.8
30
1
300,000
5.8
1 1,100
150,000
--
--
--
--
--
--
PZ-05
9/25/2017
6,000 B
380
0.93
11
250,000
2.7
880
210,000
450,000
6.86
18.75
581
1,268
46
2.52
PZ-05
3/5/2018
630
370
1.6
3.2 J
230,000
1.6
2,000
2.5 J
140,000
340,000
6.96
11.01
447
--
149
11.89
PZ-05
9/11/2018
8,000
410
8
17
170,000
3.7
5,300
140,000
360,000
--
--
--
--
--
--
PZ-05
3/19/2019
2,000
55
3.2
3,400
37
55,000
160,000
5.78
8
210.6
120
173.5
4.39
PZ-05
9/3/2019
270
75
7.6
1,100
470
170,000
400,000
--
--
--
--
--
--
Notes:
All concentrations in micrograms per liter (ug/L) unless otherwise noted
NE - Not established
-- - Not sampled
Bold with gray background indicates exceedance of NC Groundwater Standard
Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
NSA - Location inaccessible; no sample collected
NSB - Obstruction in well; no sample collected
NSC - Well dry; no sample collected
NSD - Insufficient volume; no sample collected
NSE - Well damaged; no sample collected
NSF - Pump broken; no sample collected
NSG - Surface water location dry; no sample collected

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 1 of 9
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2
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25
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0.012
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50
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-01
4/29/1988
118
8
86
15
220
64,000
220,000
2,810
6.8
--
--
--
--
-
SS-01
7/13/1989
--
100
--
--
--
--
--
--
--
--
--
--
--
--
--
--
SS-01
9/6/1990
--
64
--
--
--
--
--
--
--
--
--
7.9
--
--
--
--
--
SS-01
9/21/1990
140
4.8
200
520
40,000
352,000
12,000
7.18
11.6
490
--
--
--
SS-01
10/23/1991
109
150
108,000
248,000
12,000
7.9
17.2
381
--
--
--
SS-01
3/25/1992
4,150
3.4
5,000
15.8
64
250
9,400
185,000
14,000
5.8
11.3
126
--
--
--
SS-01
9/29/1992
160
85
190
84,000
241,000
2,000
5.73
13.8
356
--
--
--
SS-01
3/31/1993
400
77
29
1,340
70,400
127,000
2,000
5.89
13
207
--
--
--
SS-01
9/17/1993
240
598
28
450
77,400
251,000
3,000
7.07
20.9
360
--
--
--
SS-01
3/30/1994
220
873
30
250
30,600
108,000
5,000
5.88
14
380
--
--
--
SS-01
9/30/1994
1,300
1,690
6
84
430
64,800
255,000
30,000
7.05
19.1
332
--
--
--
SS-01
3/31/1995
3,580
2,440
106
246
190
48,900
211,000
7.75
13.9
290
--
--
--
SS-01
9/29/1995
200
358
7
38
500
70,000
264,000
3,740
5.16
13.9
458
--
--
--
SS-01
3/30/1996
279
547
14
185
31,300
129,000
1,790
6.68
11
193
--
--
--
SS-01
9/27/1996
125
300
5
21
95
290
56,100
225,000
2,360
7.65
19
336
--
--
--
SS-01
3/29/1997
307
552
16
13
225
30,000
138,000
3,040
7.63
16
94
--
--
--
SS-01
9/17/1997
476
835
40
169
625
47,400
224,000
1,670
7.9
19
319
--
--
--
SS-01
3/27/1998
190
685
12
61
680
38,700
163,000
5,230
7.64
18.6
473
--
--
--
SS-01
9/30/1998
126
540
6
33
300
28,000
177,000
4,090
7.2
18
322
-
--
--
SS-01
3/31/1999
239
332
44
120
63,200
191,000
2,490
7.1
16
247
--
--
--
SS-01
9/29/1999
1,530
3,330
5
88
90
23,200
143,000
8,810
7.83
16
308
--
--
--
SS-01
3/16/2000
117
1,940
922
199
50,900
202,000
3,780
--
--
--
--
--
--
SS-01
9/15/2000
327
166
38
160
26,100
157,000
5,080
7.32
19
410
--
--
--
SS-01
3/23/2001
158
10
26,100
113,000
2,810
6.9
16
150
--
--
--
SS-01
10/4/2001
116
29
300
99,000
343,000
5,300
7.39
19
440
--
--
--
SS-01
3/28/2002
201
10
--
27
320
41,900
177,000
3,180
7.03
11
400
--
--
--
SS-01
10/3/2002
317
767
52
750
73,300
300,000
3,070
--
19
330
--
--
--
SS-01
3/25/2003
673
607
24
115
31,600
119,000
2,080
6.87
18
440
--
--
--
SS-01
10/2/2003
705
72
446
29,400
181,000
2,380
6.33
15
249
--
--
--
SS-01
4/28/2004
179
80
374
70,400
176,000
2,060
--
11.7
281
--
--
-
SS-01
10/26/2004
145
132
36
209
58,800
217,000
2,620
--
--
397
--
--
--
SS-01
4/27/2005
105
11
149
41,400
174,000
2,150
--
--
294
--
--
--
SS-01
10/20/2005
347
84
453
15
55
288
47,600
213,000
9,500
--
--
232
--
--
--
SS-01
10/19/2006
937
1,630
130
22
226
59,200
168,000
2,970
--
--
423
--
--
--
SS-01
4/27/2007
446
1,240
18
188
27,400
128,000
3,600
--
--
209
--
--
--
SS-01
11/19/2007
104
11
117
61,500
243,000
3,540
--
--
371
--
--
--
SS-01
4/30/2008
170
242
21
238
56,300
171,000
2,690
--
-
260
--
--
--
SS-01
10/29/2008
56.4
0.3
3
20.6
6
0.05
50.9
229
76,300
254,000
2,870
--
--
392
--
--
--
SS-01
4/30/20091
64.8
77.8
5.4
8.3
9.9
15.9
302
52,300
211,000
4,470
--
--
325
--
--
--
SS-01
8/26/2009
--
--
72
--
160
1
14
--
--
--
--
45,000
--
--
8.1
22
1,490
10
94
9.05
SS-01
10/12/20091
89 J
2.7 J
63
0.8 J
1.1 1
86
1
7.3 J
370
49,000
240,000
-
7.83
13.1
2,380
8.9
160
12.7

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 9
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87
50
1,000
2
50
7
1,000
25
200
0.012
5
0.06
50
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-01
4/19/2010
190
64
240
12
400
33,000
190,000
4,900
8.12
11.97
557
63.1
199
10.68
SS-01
10/11/2010
52 J
1.1 J
71
1.6 J
160
16 J
36
640
40,000
240,000
--
7.8
16.54
455
8
107
12.77
SS-01
4/20/2011
62
66
280
13
300
30,000
140,000
3,400
7.59
17.98
270
4
211
9.71
SS-01
10/18/2011
153
76.7
190
9.6
250
39,200
210,000
5,700
7.54
16.94
289
8.3
236
9.56
SS-01
3/16/2012
170
82.5
238
11
37,400
221,000
4,800
7.8
15.73
359
2.46
-27
11.3
SS-01
9/24/2012
147
94.1
146
10.2
450
47,700
257,000
--
7.71
15.68
589
21.3
153
8.65
SS-01
4/17/2013
366
73.5
492
12.4
141
29,000
131,000
4,410
8.03
20.89
297
4.9
76.3
6.87
SS-01
9/9/2013
179
87.1
240
18.1
470
41,700
203,000
7,210
8.36
20.64
347
5.4
-173
9.4
SS-01
4/6/2014
--
62.2
--
137
60.6
--
-
--
--
70,000
224,000
4,100
7.93
9.59
381
5.1
142.2
11.65
SS-01
9/3/2014
122
--
82.6
--
264
64.7
--
-
--
--
93,400
339,000
--
7.99
21.12
396
8.01
47.4
7.32
SS-01
4/1/2015
146
--
72.2
--
291
58.6
--
--
--
--
69,100
216,000
--
7.75
17.09
552
3.1
39.6
9.74
SS-01
9/9/2015
7,600
--
190
11
--
12,000
6.2 J
660
--
--
--
--
93,000
280,000 B
--
--
--
--
--
--
--
SS-01
3/8/2016
240
--
63
--
350
20
--
--
--
--
29,000
93,000
--
8.88
9.1
439.5
--
98.1
12.3
SS-01
9/7/2016
71
--
67
--
220
6.3
--
--
--
--
35,000
200,000
-
--
--
--
--
--
--
SS-01
9/7/2016
57
--
72
--
210
5.2
--
--
--
--
32,000
210,000
--
8.6
21.9
298
3.6
49
8.1
SS-01
3/27/2017
160
--
61
--
1,400
800
--
3.6 J
--
--
--
460,000
1,000,000 E
7.58
16.95
1.31
68
10.6
SS-01
5/8/2017
590 B
--
57
--
660
6.8
--
--
--
--
23,000
150,000
--
--
--
--
--
--
--
SS-01
9/25/2017
130 B
--
84
--
250
8.6
--
--
--
--
40,000
240,000
--
8.03
20.21
322
3.33
61
8.23
SS-01
3/5/2018
55
--
69
--
140
9.2
--
--
--
--
38,000
190,000
--
8.06
11.11
289
3.2
186
10.28
SS-01
9/11/2018
150
--
84
--
470
22
--
--
--
--
36,000
1,200,000
--
8.07
21.8
380
6.07
101
5.84
SS-01
3/18/2019
230
--
51
--
590
7.4
--
--
--
--
20,000
150,000
--
7.72
11.7
211.8
9.98
212.9
13.45
SS-01
9/4/2019
250
--
77
--
380
11
--
--
--
--
32,000
200,000
--
8.11
19.6
292.7
12.4
-28.6
6.39
SS-02
9/21/1990
130
94
4.6
100
--
1,140
47,000
141,000
15,000
7.52
14.6
607
--
--
--
SS-02
10/23/1991
--
170
820
711
80
1,020
490,000
806,000
10,000
7.82
18
1,280
--
--
--
SS-02
3/26/1992
7,650
2.1
8,070
12.9
130
250
13,100
149,000
12,000
6.04
11.5
111
--
--
--
SS-02
9/30/1992
330
--
--
7.3
550
183,000
474,000
3,000
6.07
15.1
778
--
--
--
SS-02
3/31/1993
208
675
327
350
70,400
185,000
4,000
5.81
14.1
341
--
--
--
SS-02
9/17/1993
470
1,270
722
2,300
154,000
523,000
4,000
7.48
22.2
754
--
--
--
SS-02
3/30/1994
220
32
1,120
117
165
320
40,000
143,000
--
5.99
14.4
692
--
--
--
SS-02
9/30/1994
120
28
470
356
24
325
135,000
397,000
37,900
7.39
18.6
573
--
--
-
SS-02
3/31/1995
165
526
332
41
750
102,000
342,000
--
7.87
14.5
496
--
--
-
SS-02
9/29/1995
406
1,020
6
598
1,030
155,000
505,000
2,680
5.6
13.5
1,095
--
--
--
SS-02
3/30/1996
426
787
250
190
30,600
198,000
2,990
6.53
12
282
--
--
--
SS-02
9/27/1996
61
227
10
262
47
750
147,000
409,000
3,190
7.59
20
613
--
--
--
SS-02
3/29/1997
209
644
246
10
450
72,800
255,000
2,470
7.83
16
224
--
--
--
SS-02
9/17/1997
165
428
6
333
153
2,210
160,000
562,000
2,430
7.8
18
826
--
--
--
SS-02
3/27/1998
220
960
363
32
550
94,200
324,000
3,960
7.75
17.5
724
--
--
--
SS-02
9/30/1998
100
595
351
1,550
89,200
444,000
6,850
7.4
19
368
--
--
--
SS-02
3/31/19991
129
947
587
1,550
204,000
420,000
3,260
7.4
17
340
--
--
-
SS-02
9/29/19991
1,380
3,030
147
21
160
45,700
173,000
8,100
7.62
17
623
--
--
--

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 3 of 9
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87
50
1,000
2
50
7
1,000
25
200
0.012
5
0.06
50
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-02
3/16/2000
960
464
1,180
175,000
500,000
3,750
--
--
--
--
--
--
SS-02
9/15/2000
283
225
416
1,240
170,000
439,000
6,580
7.44
20
640
--
--
--
SS-02
3/23/2001
108
260
7
135
34
103
71,900
224,000
3,080
6.6
16
170
--
--
--
SS-02
10/4/2001
166
746
8
910
6,320
421,000
1,250,000
27,000
7.21
19
680
--
-
--
SS-02
3/28/2002
121
502
206
--
320
127,000
405,000
2,970
7.39
11
510
--
--
--
SS-02
10/3/2002
220
494
549
1,110
266,000
517,000
4,280
5.84
18
130
--
--
--
SS-02
3/25/2003
1,570
1,280
6
264
24
162
90,300
234,000
1,910
6.03
18
1,260
--
-
--
SS-02 (FD)
3/25/2003
1,750
1,320
265
24
194
94,600
235,000
2,000
6.03
18
1,260
--
--
--
SS-02
10/2/2003
1,010
546
610
115,000
395,000
2,500
6.51
14
556
--
--
--
SS-02
4/28/2004
109
400
417
608
220,000
394,000
2,260
--
12.7
623
--
--
--
SS-02
10/26/2004
216
839
582
2,000
276,000
554,000
3,060
--
--
807
--
--
--
SS-02
4/27/2005
356
272
648
37,600
460,000
2,480
--
--
737
--
--
--
SS-02
10/20/2005
72
1,120
330
48
546
240,000
571,000
3,400
--
--
419
--
-
--
SS-02
10/19/2006
530
1,060
534
32
299
204,000
422,000
3,490
-
--
550
--
--
--
SS-02
4/27/2007
389
811
488
333
439,000
303,000
4,420
--
--
511
--
--
--
SS-02
11/19/2007
136
308
23
258
300,000
647,000
3,540
--
--
908
-
--
--
SS-02
4/30/2008
278
254
46
285
159,000
371,000
2,740
--
--
569
--
--
--
SS-02
10/29/2008
56.3
0.24
128
318
14.2
407
342,000
708,000
3,430
--
--
1,070
--
-
--
SS-02
4/30/2009
60.8
89.4
222
19.2
499
201,000
518,000
3,390
--
--
821
--
--
--
SS-02
8/26/2009
--
--
71
--
110
220
--
--
--
--
310,000
--
--
7.78
21.55
2,120
6.4
101
6.38
SS-02
10/12/2009
43 J
5.1 J
60
0.8 J
45 J
48
320
210,000
510,000
--
7.8
13.29
3,360
8.7
123
12.95
SS-02
4/19/2010
64
260
260
420
150,000
390,000
6,300
7.61
10.57
632
60.1
181
10.21
SS-02
10/11/2010
1.1 J
69
1.4 J
270
310
8.9
6.4 J
1,200
250,000
660,000
--
7.62
15.24
999
113
8.29
SS-02
4/20/2011
63
270
150
4
630
120,000
360,000
3,000
7.55
18.62
602
4.2
241
9.7
SS-02
10/18/2011
74.9
181
266
470
202,000
582,000
7,300
7.36
17.63
536
4.6
248
9.7
SS-02
3/16/2012
71.8
171
65.8
1,600
152,000
614,000
6,300
7.55
15.36
781
3.4
14.5
11.52
SS-02
9/25/2012
97.6
236
301
1,600
400,000
858,000
--
8.46
16.16
1,420
9.7
181
9.08
SS-02
4/17/2013
194
71.4
242
110
214
79,100
207,000
5,030
8.14
20.8
382
4.7
79.6
7.97
SS-02
9/10/2013
83
135
102
1,160
167,000
493,000
6,290
8.03
19.79
657
8.2
99.8
7.11
SS-02
4/6/2014
133
--
56.4
--
194
21.2
--
--
--
--
87,000
277,000
5,000
8.88
13.98
445
7.52
138.1
12.13
SS-02
9/3/2014
--
83.7
--
68.6
11.1
--
--
--
--
158,000
526,000
--
8.14
23.42
733
2.45
61.3
5.09
SS-02
4/1/2015
--
59
--
96.1
16.7
--
--
--
--
92,200
297,000
--
8.13
15.03
508
1.81
9.6
8.13
SS-02
9/8/2015
260 J
--
100
1.1 J
--
450
70
--
--
--
--
160,000
460,000
--
--
--
--
--
--
--
SS-02
3/8/2016
150
--
65
--
260
36
--
1.7
--
--
--
61,000
180,000
--
8.41
8.5
368.4
--
227.1
11.32
SS-02
9/7/2016
150
--
81
--
490
44
--
--
--
-
86,000
300,000
--
8.5
21.8
452
4.6
89
8.4
SS-02
3/27/2017
65
--
74
--
210
11
--
--
--
--
68,000
250,000 B
--
7.2
16.14
403
1.8
169
9.62
SS-02
9/25/2017
86 B
--
88
--
200
43
--
--
--
--
88,000
310,000
--
7.95
19.7
458
1.18
183.9
8.41
SS-02
3/5/2018
37 J
--
69
--
160
27
--
--
--
--
92,000
300,000
--
7.99
9.93
457
4.6
179
11.75
SS-02
9/11/2018
--
83
--
250
52
--
--
--
--
89,000
320,000
--
7.86
22.1
533
4.8
110
5.12
SS-02
3/18/2019
150
--
47
--
530
23
--
--
--
--
34,000
170,000
--
6.89
10.7
249.7
7.68
175.3
12.34
SS-02
9/3/2019
150
--
80
--
240
T 30
--
--
--
--
60,000
250,000
--
7.43
22.6
375.8
8.62
-15.4
6.3

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 4 of 9
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87
50
1,000
2
50
7
1,000
25
200
0.012
5
0.06
50
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-10
8/11/2009
--
--
65
--
12,000
400
--
--
--
--
11,000
--
--
7.13
20.63
1,890
42.9
-40
3.38
SS-15
8/11/2009
--
--
52
--
900
35
--
--
--
--
7,500
--
--
7.84
20.7
1,840
52.5
114
9.65
SS-20
8/11/2009
--
--
58
--
800
46
--
-
--
--
8,200
--
--
8.35
23.85
1,112
27.3
58
7.63
SS-20
4/21/2011
190
54
550
17
100
4,800
96,000
1,900
7.66
14.64
87
14.2
128
9.4
SS-20
9/24/2012
378
51.4
1,580
51.1
3,600
89,000
--
7.3
15.55
146
10.3
159
8.55
SS-20
4/17/2013
788
56
1,050
19.8
5,590
55,000
2,760
7.53
19.76
283
7.2
158
8.7
SS-20
9/9/2013
456
60.3
1,170
48.4
274
3,610
78,000
2,280
7.37
21.69
97
9.7
24.2
8.37
SS-20
4/6/2014
126
--
54.2
--
269
6
--
--
--
--
5,200
68,000
1,900
8.05
9.56
212
14.4
134.7
10.32
SS-20
9/3/2014
818
--
73.7
--
2,450
71.4
--
--
--
--
3,600
97,000
--
7.35
20.59
100
20.9
-12.5
5.33
SS-20
4/1/2015
2,320
--
105
--
4,840
99.1
--
--
--
--
5,000
66,000
--
7.72
14.85
103
7.26
7.2
7.59
SS-20
9/9/2015
4,700
--
130
5.8 J
--
7,600
170
--
--
--
-
3,900
90,000 B
--
--
--
--
--
--
--
SS-20
3/8/2016
470
--
53
--
450
8.9
--
--
--
-
4,300
65,000
--
7.91
12.1
73.5
--
113.9
8.72
SS-20
9/7/2016
310
--
59
--
1,100
36
--
--
--
--
1,600
89,000
--
7.6
19.4
80
3.2
59
8.4
SS-20
3/27/2017
2,400
--
120
--
4,700
1.4
280
--
--
--
--
3,100
62,000 B
--
7.49
16.29
179
9.7
97.8
8.97
SS-20
9/25/2017
3,200 B
--
110
4.6 J
--
5,500
1.6
140
--
--
--
--
2,900
69,000
--
6.87
20.41
84
16.1
-22.3
6.04
SS-20
3/5/2018
120
--
57
--
420
23
--
--
--
--
4,100
80,000
--
7.62
10.77
74
7
201
9.63
SS-20
9/11/2018
370
--
67
--
1,600
85
--
--
--
--
3,300
75,000
--
7.56
21.3
116.5
24.3
70
5.11
SS-20
3/18/2019
550
--
54
--
680
8.1
--
--
--
--
4,300
84,000
--
7.48
10.5
70.3
13.2
219.4
8.86
SS-20
9/3/2019
3,700
--
110
--
5,300
2
130
--
--
--
--
3,100
94,000
-
6.03
20.7
101.4
23.9
16.8
6.56
SS-25
8/11/2009
--
--
60
--
590
53
--
--
--
--
28,000
--
--
8.35
22.07
1,830
32.1
75
7.57
SS-25
4/21/2011
150
50
470
8.2
40
5,000
100,000
1,900
7.59
14.79
89
15.5
128
9.66
SS-25
9/24/2012
508
52.2
1,580
103
22
39,800
156,000
--
7.19
15.94
257
13.6
145
8.44
SS-25
4/17/2013
820
54.9
1,170
32.6
5,810
62,000
2,940
7.49
19.64
336
6.8
163
8.9
SS-25
9/9/2013
345
54.3
809
23.8
60.9
3,650
82,000
2,590
7.39
20.34
134
5.9
23.7
8.26
SS-25
4/6/2014
310
--
51.1
--
555
13.8
--
--
--
--
5,500
75,000
2,000
7.12
1 9.64
83
11.9
86.6
10.42
SS-25
9/3/2014
2,000
--
83.3
--
3,880
79.3
--
--
--
--
3,400
100,000
--
7.41
21.37
92
32.1
-11.9
5.63
SS-25
4/1/2015
292
--
53.4
--
649
10.6
--
--
--
--
5,200
74,000
--
7.14
14.95
89
9.45
16.3
5.93
SS-25
9/9/2015
660
--
63
--
1,500
58
--
--
--
--
3,700
85,000 B
--
--
--
--
--
--
--
SS-25
3/8/2016
1,700
--
92
--
2,500
1.8
90
--
--
--
--
4,700
83,000
--
8.29
12.8
72.9
--
63
11.8
SS-25
9/7/2016
1,400
--
77
--
3,200
81
--
--
--
--
1,700
86,000
--
8
19.7
64
2.9
43
8.2
SS-25
3/27/2017
390
--
62
--
590
9.4
--
--
--
--
3,100
73,000 B
--
7.55
16.72
121
7.4
101
8.02
SS-25
9/25/2017
780 B
--
56
1.6 J
--
1,200
0.29 J
27
--
--
--
--
2,500
74,000
--
7.13
19.99
88
11.5
15.3
6.9
SS-25
3/5/2018
210
--
47
--
400
15
--
--
--
--
4,200
78,000
--
7.77
11.44
78
13.5
191
8.84
SS-25
9/11/2018
270
--
53
--
1,100
32
--
--
--
--
2,600
88,000
--
7.19
21.4
122.7
18.3
82.8
5.04
SS-25
3/18/2019
610
--
51
--
700
5.5
--
--
--
--
4,400
69,000
--
7.84
10.3
70.3
14.4
226.5
8.44
SS-25
9/3/20191
1,700
--
70
--
2,700
45
--
--
--
--
3,200
100,000
--
6.2
21.2
99.8
60.12
8.9
6.02

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 5 of 9
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87
50
1,000
2
50
7
1,000
25
200
0.012
5
0.06
50
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-30
8/11/2009
--
--
72
--
150
25
--
--
--
--
95,000
--
--
8.53
22.82
5,250
21.7
57
8.1
SS-30
1/5/2011
--
--
77
--
330
130
--
--
--
--
63,000
370,000
--
8.63
3.9
388
6.9
132
10.43
SS-30
4/20/2011
67
220
8.9
330
27,000
160,000
2,800
7.35
17.87
283
3.9
238
9.47
SS-30
9/24/2012
163
88
175
19.8
280
84,700
312,000
--
7.76
15.38
567
14.9
152
8.77
SS-30
4/17/2013
352
76.4
455
13.2
194
31,000
144,000
18,200
7.82
21.06
268
8.7
62.1
6.24
SS-30
9/9/2013
158
86.2
237
18.6
498
45,600
220,000
4,990
8.06
20.44
318
4.59
17.9
7.13
SS-30
4/6/2014
--
61.6
--
159
--
--
--
--
33,200
170,000
4,000
7.97
9.47
270
5.52
159.3
16.21
SS-30
9/3/2014
145
--
84.3
--
277
16.4
--
--
--
--
43,600
253,000
--
8.41
21.41
308
11
16.6
6.96
SS-30
4/1/2015
173
--
67.1
--
291
11.2
--
--
--
--
43,200
191,000
--
7.92
16.48
348
6.3
6.2
7.66
SS-30
9/9/2015
--
86
--
110
5.8 J
--
--
--
--
98,000
280,000 B
--
--
--
--
--
--
--
SS-30
3/8/2016
870
--
67
--
1,000
32
--
--
--
--
31,000
150,000
--
8.49
9.3
275
--
164.2
12.04
SS-30
9/7/2016
470
--
70
--
970
44
--
--
--
--
48,000
270,000
--
8.5
21.6
357
2.8
48
8.5
SS-30
3/27/2017
160
--
70
--
370
10
--
--
--
-
41,000
200,000 B
--
7.76
16.05
343
2.8
114
10.33
SS-30
9/25/2017
200 B
--
91
--
360
11
--
--
--
--
41,000
220,000
--
7.89
20.88
335
3.76
66.3
7.84
SS-30
3/5/2018
66
--
64
--
180
9.8
--
--
--
--
51,000
240,000
--
7.96
16.99
357
9.7
197
10.97
SS-30
9/11/2018
130
--
71
--
480
26
--
--
--
--
52,000
260,000
--
8.1
21.3
442
10.2
106
6.1
SS-30
3/18/2019
360
--
54
--
880
19
--
--
--
--
24,000
150,000
--
7.89
11.5
238.7
13
216.7
10.14
SS-30
9/4/2019
350
--
86
--
570
14
--
--
--
--
34,000
220,000
--
7.99
19.5
301.4
14.4
-28.6
6.39
SS-35
9/8/2015
--
100
--
72 J
28
--
--
--
--
170,000
470,000
--
--
--
--
--
--
--
SS-40
8/26/2009
--
--
91
--
80
22
--
--
--
--
300,000
--
--
7.82
21.33
2,050
7.1
89
7.89
SS-40
4/20/2011
57
59
330
59
0.25
2.1
810
110,000
270,000
2,900
7.3
17.54
494
4.6
223
10.23
SS-40
9/25/2012
112
139
39
2,000
297,000
755,000
--
8
14.75
1,260
9.8
174
9.28
SS-40
4/17/2013
221
60.7
294
25.7
179
73,200
195,000
4,980
8.23
19.9
329
4.9
68.9
6.94
SS-40
9/10/2013
89.6
92.5
15.5
20.4
1,440
165,000
450,000
6,230
7.92
19.75
610
5.7
87.8
8.43
SS-40
4/6/2014
--
53.2
--
185
11.5
--
--
--
--
81,600
256,000
16,200
9.18
13.95
397
8.31
138.7
11.39
SS-40
9/3/2014
--
86.5
--
58.1
9.5
--
--
--
--
152,000
473,000
--
8.06
23.72
689
2.45
69.4
4.91
SS-40
4/1/2015
--
58.5
--
154
10.8
--
--
--
--
84,200
264,000
--
8.01
18.32
469
4.19
13.5
8.25
SS-40
9/8/2015
210 J
--
110
--
370
48
--
--
--
--
160,000
440,000
--
--
--
--
--
--
--
SS-40
3/8/2016
220
--
62
--
310
12
--
--
--
--
57,000
180,000
--
8.41
8.9
332.7
--
238.2
13.44
SS-40
9/7/2016
540
--
94
--
1,300
100
--
--
--
--
78,000
290,000
--
8.2
21
427
3.2
121
7.7
SS-40
3/27/2017
91
--
67
--
240
7.9
--
--
--
--
65,000
230,000 B
--
7.98
16.88
357
1.8
154
111.1
SS-40
9/25/2017
100 B
--
85
--
210
17
--
--
--
--
80,000
280,000
--
8.07
19.85
425
3.24
121
8.57
SS-40
3/5/2018
45
--
64
--
130
5.8
--
--
--
--
84,000
290,000
--
8.19
9.79
417
2.6
190
11.82
SS-40
9/11/2018
--
79
--
210
14
--
--
--
--
78,000
300,000
--
7.73
22K4985.03
99.5
4.91
SS-40
3/18/2019
160
--
47
--
480
9.3
--
--
--
--
32,000
150,000
--
7.44
10.4
7.92
175.8
12.25
SS-40
9/3/2019
75
--
77
--
190
10
--
--
--
--
51,000
230,000
--
7.04
21.9
4.27
-1.4
5.58
SS-50
8/11/2009
--
--
29
--
2,900
180
--
--
--
--
5,600
--
--
7.79
25.4
32
-21
8.52
SS-50
4/21/2011
120
36
1,100
85
130
3,700
71,000
2,000
6.91
14.6616.3
92
9.88

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 6 of 9
Analyte
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87
50
1,000
2
50
7
1,000
25
200
0.012
5
0.06
50
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
SS-50
9/25/2012
410
41.9
1,640
110
140
72,000
--
8.65
17.58
161
9.6
16
8.76
SS-50
4/17/2013
--
--
--
--
--
-
--
--
--
-
-
--
--
--
--
--
--
--
--
--
--
--
--
SS-50
9/9/2013
--
--
--
-
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
SS-50
4/6/2014
--
--
--
-
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
SS-50
9/3/2014
--
--
--
-
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
SS-50
4/1/2015
886
--
49.4
--
4,620
168
--
--
-
--
2,900
63,000
--
7
13.5
90
18.8
-6.3
13.7
SS-50
9/9/2015
160,000
--
2,900
1.6 J
250
--
850,000
100
16,000
--
--
-
--
640 J
75,000 B
--
--
--
--
--
--
SS-50
3/8/2016
930
--
46
--
1,700
46
--
--
--
--
--
--
--
7.89
12.5
71.9
--
111.8
9.84
SS-50
9/7/2016
410
--
49
--
2,900
180
--
--
--
--
99,000
--
8
22.8
121
3.6
50
6.9
SS-50
3/27/2017
230
--
46
--
650
13
--
--
-
--
1,600
130,000
--
6.46
18.32
9
47.4
195
11.54
SS-50
9/25/2017
960 B
--
52
2.1 J
--
2,200
0.56 J
93
--
--
--
--
1,300
23,000
--
6.86
20.27
84
14.7
13.2
7.71
SS-50
3/5/2018
86
--
40
--
530
22
--
--
--
--
2,900
68,000
--
7.38
11.41
74
14.8
213
11.87
SS-50
9/11/2018
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
SS-50
3/18/2019
240
--
40
--
740
25
--
--
--
--
3,700
72,000
--
7.45
9.7
73
11.8
145.8
8.69
SS-50
9/3/2019
1,400
--
54
--
3,000
93
--
--
--
--
1,400
78,000
--
5.22
22
104.2
24.8
6.8
6.85
SS-60
8/26/2009
--
--
140
--
280
980
--
--
--
--
350,000
--
--
7.06
20.34
4,040
65.9
10
6.69
SS-60
4/21/2011
68
61
240
11
4.1
120
130,000
270,000
2,700
7.15
15.9
446
14.3
177
8.89
SS-60
9/25/2012
120
75.9
312
85
58,100
191,000
--
8.43
12.53
337
11.7
179
8.75
SS-60
4/17/2013
534
63.4
667
43.8
164,000
274,000
4,170
7.8
20.15
380
8.6
70.6
10.79
SS-60
9/10/2013
103
120
116
75.5
2,120
275,000
663,000
6,150
7.47
20.97
423
8.4
87.6
8.17
SS-60
4/6/2014
154
--
64.9
--
175
5.7
--
--
--
--
119,000
234,000
3,300
7.59
13.63
421
5.94
186.4
12.81
SS-60
9/4/2014
--
127
--
709
537
--
16.8
--
--
--
290,000
717,000
--
7.13
20.84
845
7.26
-3.4
4.53
SS-60
4/1/2015
1,320
--
93
--
2,140
69.5
--
--
--
--
159,000
359,000
--
7.07
9.72
538
18.8
1.56
6.6
SS-60
9/8/2015
190 J
--
57
--
410
33
--
--
--
--
13,000
110,000
--
--
--
--
--
--
--
SS-60
3/8/2016
510
--
68
--
410
8.6
--
3
--
--
--
120,000
270,000
--
7.83
9.3
375.2
--
252.1
10.62
SS-60
9/7/2016
780
--
130
--
2,400
160
--
--
--
--
250,000
490,000
--
7.5
20.1
666
4.7
39
6.5
SS-60
3/27/2017
4,500
--
160
5.5
--
7,800
2.7
190
--
1.5 J
-
-
--
190,000
410,000 B
--
7.08
14.69
4
297
194
7.03
SS-60
9/25/2017
34 BJ
--
130
--
260
89
--
--
--
--
270,000
570,000
--
7.31
18.92
763
1.16
54
3.31
SS-60
3/5/2018
140
--
93
--
280
19
--
--
--
--
170,000
370,000
--
7.13
10.08
522
44.7
156
12.41
SS-60
9/11/2018
--
120
--
810
330
--
--
--
-
240,000
620,000
--
7.33
21.5
916
4.97
76.3
2.06
SS-60
3/18/2019
560
--
41
--
750
7.9
--
--
--
--
13,000
78,000
--
7.19
11.2
90.7
12.6
213
12.51
SS-65
9/8/2015
780
--
80
1.3 J
--
1,300
96
--
--
--
--
44,000
150,000
--
--
--
--
--
--
--
SS-70
8/26/2009
--
--
120
--
1,100
250
--
--
--
--
65,000
--
--
6.94
20.55
2,520
6.8
91
6.44
SS-70
4/21/2011
160
50
380
5.8
0.12
53
23,000
92,000
2,300
6.99
16.39
138
8.3
189
10.27
SS-70
9/25/2012
120
82.4
303
58.7
61,300
203,000
--
8.15
12.58
367
10.1
143
8.34
SS-70
4/17/2013
694
51.3
986
13.4
24,100
89,000
3,330
7.98
19.28
129
7.3
60.9
7.67
SS-70
9/10/2013
135
58.8
299
13.6
1,390
28,600
123,000
3,510
7.89
20.87
419
7.6
85.3
8.07
SS-70
4/6/20141
374
--
47.7
1
1 479
1
5.3
1 --
I
--
21,000
1 86,000
2,300
7.5
13.28
1 125
8.3
165
9.85

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 7 of 9
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Date
SS-70
9/4/2014
--
79.9
--
305
71.1
--
--
--
--
35,000
146,000
--
7.7
21.04
217
3.68
22.3
7.26
SS-70
4/1/2015
147
--
55.1
--
282
8.4
--
--
--
--
27,300
93,000
--
7.36
11.13
159
1.56
5.01
8.21
SS-70
9/8/2015
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71
--
260
27
--
--
--
--
33,000
160,000
--
--
--
--
--
--
--
SS-70
3/8/2016
640
--
47
--
540
5.7
--
--
--
--
18,000
90,000
--
8.17
10
112.5
--
244.2
11.35
SS-70
9/7/2016
160
--
52
--
470
18
--
--
--
--
1,600
81,000
--
7.5
19.9
93
5.3
26
7.6
SS-70
3/27/2017
170
--
56
--
270
4.2 J
--
--
-
--
21,000
93,000 B
--
7.5
16.52
722
6.2
170
7.92
SS-70
9/25/2017
350 B
--
62
1.3 J
--
530
28
--
--
--
--
11,000
74,000
--
7.53
19.21
122
7.69
158.8
7.14
SS-70
3/5/2018
78
--
44
--
150
7.2
--
--
--
--
20,000
91,000
--
7.32
10.96
120
1.4
197
7.9
SS-70
9/11/2018
86
--
60
--
480
31
--
--
--
--
8,000
97,000
--
7.67
21.4
152
4.94
111
5.3
SS-70
3/18/2019
360
--
45
--
500
5.7
--
--
--
--
14,000
83,000
--
7.5
11
96
10.2
209.7
10.53
SS-70
9/3/2019
91
--
55
--
410
27
--
--
--
--
16,000
110,000
--
6.72
22
137.7
4.27
2.3
5.14
SS-75
9/8/2015
--
78
--
230
26
--
9.9 J
-
--
--
41,000
170,000
--
--
--
--
--
--
--
SS-80
8/26/2009
--
--
120
--
250
25
--
--
--
-
82,000
--
--
7.13
20.63
5,190
5.8
100
8.34
SS-80
4/21/2011
110
56
310
99
27,000
120,000
2,100
6.8
15.52
161
6.8
92
10.61
SS-80
9/25/2012
192
87
263
15.9
74,600
270,000
--
8.53
11.69
399
4.8
205
9.08
SS-80
4/17/2013
643
52.5
921
7.5
27,600
88,000
3,170
7.43
20.14
139
7.6
70.8
7.14
SS-80
9/10/2013
110
71.5
211
8.3
265
47,600
152,000
3,430
7.67
21.64
417
6.9
87.9
7.92
SS-80
4/6/2014
180
--
53.7
--
328
--
--
--
--
17,500
84,000
2,400
7.39
13.87
106
8.7
136.2
11.78
SS-80
9/4/2014
149
--
81.1
--
436
16.8
--
--
--
-
30,100
155,000
--
8.09
21.23
245
11.3
17.5
6.98
SS-80
4/1/2015
246
--
58.1
--
382
7.1
--
--
--
--
25,500
89,000
--
7.88
12.8
162
4.37
4.37
9.57
SS-80
9/8/2015
--
84
--
180
14 J
--
--
--
--
41,000
170,000
--
--
--
--
--
--
--
SS-80
3/8/2016
640
--
54
--
530
6.4
--
--
--
--
24,000
110,000
--
8.45
8.8
124.3
--
236.8
11.32
SS-80
9/7/2016
140
--
63
--
430
9.7
--
--
--
--
13,000
110,000
--
7.7
21
98
2.7
53
8.2
SS-80
3/27/2017
100
--
62
--
200
2.5 J
--
--
--
--
21,000
110,000 B
--
7.97
16.04
156
1.7
165
8.96
SS-80
9/25/2017
98 B
--
71
--
250
6.8
--
--
--
--
21,000
110,000
--
7.68
18.95
158
2.97
146.5
8.89
SS-80
3/5/2018
74
--
51
--
190
10
--
--
--
--
21,000
96,000
--
7.57
10.92
127
0.9
185
15.18
SS-80
9/11/2018
490
--
73
--
1,200
34
--
--
--
--
16,000
110,000
--
8.19
21
191
5.55
109
5.72
SS-80
3/18/2019
400
--
45
--
560
--
--
--
--
13,000
90,000
--
7.64
9.9
96.8
9.89
196.2
9.74
SS-80
9/3/2019
240
--
67
--
500
9.9
--
--
--
--
13,000
130,000
--
6.65
21.7
142.6
6.32
8.1
5.64
SS-90
1/4/2011
--
--
44
--
1,200
16
--
--
--
--
26,000
97,000
--
8.42
3
390
4.2
152
10.55
SS-90
1/4/2011
--
--
44
--
1,200
16
--
--
--
--
26,000
97,000
--
8.42
3
390
4.2
152
10.55
SS-90
4/20/2011
83
57
330
21
2.1
330
56,000
130,000
2,600
6.69
16.92
292
4.6
293
11.68
SS-90
9/25/2012
121
115
212
30.4
980
202,000
511,000
--
8.14
11.93
840
12.1
207
8.96
SS-90
4/17/2013
491
56
709
17.4
34.9
38,900
127,000
3,690
7.94
19.71
203
6.9
66
7.59
SS-90
9/10/2013
148
86.6
265
32.4
642
121,000
283,000
4,920
7.86
22.19
429
7.9
91.6
7.26
SS-90
4/6/2014
154
--
48.5
--
274
9.4
--
--
--
--
45,300
151,000
3,300
8.87
15.09
255
5.62
120.9
15.44
SS-90
9/3/2014
--
90.8
--
77.5
16
--
--
--
--
94,500
357,000
--
7.48
23.51
518
5.56
65.3
6.43
SS-90
4/1/20151
125
--
58
1
189
1
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--
--
51,400
1 166,000
--
8.81
11.35
1 318
5.95
5.95
9.92

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 8 of 9
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500,000
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NE
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NE
Sample Location
Date
SS-90
9/8/2015
290 J
--
100
1 J
--
530
80
--
--
--
--
110,000
340,000
--
--
--
--
--
--
--
SS-90
3/8/2016
390
--
58
--
470
11
--
--
--
--
33,000
110,000
--
8.35
8.5
210.3
--
239.3
13.08
SS-90
9/7/2016
40
--
73
--
230
17
--
--
--
--
49,000
200,000
--
8
20.8
2,886
1.8
48
9
SS-90
3/27/2017
160
--
62
--
340
12
--
--
--
--
40,000
100,000 B
--
8.2
16.52
256
1.9
152
11.09
SS-90
9/25/2017
72 B
--
79
--
160
10
--
--
--
--
48,000
200,000
--
7.88
19.1
284
1.47
153.2
8.7
SS-90
3/5/2018
51
--
54
--
120
5.8
--
--
--
--
48,000
170,000
--
7.78
9.59
262
2.2
192
10.09
SS-90
9/11/2018
54
--
72
--
280
15
--
--
--
--
46,000
210,000
--
8.66
21.2
387
4.95
114
6.8
SS-90
3/18/2019
140
--
45
--
340
7.4
--
--
--
--
20,000
110,000
--
7.54
9.8
150.9
8.02
170.9
12.29
SS-90
9/3/2019
71
--
69
--
230
8.2
--
--
--
--
31,000
160,000
--
6.59
22.2
229.1
12.9
12.9
6.44
MW-001
9/30/1994
2,580
16
44
23,200
6,490
35
2,950
787,000
2,230,000
258,000
7.39
22.5
3,140
--
--
--
MW-001
3/31/1995
660
5,150
2,360
155
8,880
794,000
2,540,000
459,000
7.8
17.5
3,680
--
--
--
MW-001
9/29/1995
156
5,240
8
4,880
1,030
801,000
2,660,000
4,950
5.41
14.8
4,220
--
--
--
MW-001
3/30/1996
112
2
5,020
5,400
2,080
--
2,340,000
6,650
7.18
15
3,050
--
--
--
MW-001
9/27/1996
167
--
9
4,530
66
1,700
1,010,000
2,700,000
4,040
7.32
23
1,510
--
--
--
MW-001
3/17/1997
164
3,660
5,400
55
608
1,160,000
3,000,000
6,430
7.2
22
3,660
--
-
--
MW-001
3/29/1997
97
6,180
5,460
10
1,290
1,050,000
2,460,000
4,310
7.5
22
1,770
--
-
--
MW-001
3/27/1998
10
11,400
5,900
21
290
942,000
2,780,000
4,430
7.19
23.4
1,419
--
--
--
MW-001
9/30/1998
274
--
4,940
--
666,000
2,700,000
15,400
7.6
20
1,200
--
--
--
MW-001
3/31/1999
7,550
6
4,450
600
1,560,000
2,930,000
7,920
7.3
18
1,021
--
--
--
MW-001
9/29/1999
877
6,770
862
80
3,360
330,000
715,000
13,300
7.08
18
2,930
--
--
--
MW-001
3/16/2000
410
72,000
4,540
1,090
948,000
2,610,000
10,600
--
--
--
--
--
--
MW-001
9/15/2000
2,020
3,480
6,270
894,000
2,470,000
5,210
6.57
19
980
--
--
--
MW-001
3/23/2001
144
4
35,900
12
4,070
480
926,000
2,630,000
5,850
6.5
17
480
--
-
--
MW-001 (FD)
3/23/2001
6,900
7
4,190
350
939,000
2,640,000
7,520
6.5
17
480
--
--
--
MW-001
10/4/2001
204
915
7
229
186,000
7,800
6.28
20
300
--
--
--
MW-001
3/28/2002
5,100
3,660
--
280
1,000,000
3,010,000
3,770
6.44
12
1,080
--
--
-
MW-001
10/3/2002
2
27
1,520
3,340
1,820
1,030,000
2,940,000
4,940
6.67
18
370
--
--
--
MW-001 (FD)
10/3/2002
2
24
1,580
3,330
1,780
1,040,000
2,860,000
5,120
5.67
18
370
--
--
-
MW-001
3/25/2003
6,690
6
3,560
25
406
846,000
2,530,000
3,720
6.62
17
330
--
--
--
MW-001
10/2/2003
11,300
7
3,880
42
174
916,000
2,710,000
3,920
5.59
15
3,050
--
--
--
MW-001 (FD)
10/2/2003
11,400
6
3,880
958,000
2,690,000
3,900
5.59
15
3,170
--
--
--
MW-001
4/28/2004
11,100
6
6,080
1,460,000
2,550,000
5,360
--
17.3
2,860
--
-
--
MW-001
10/26/2004
5,250
4,550
287
1,190,000
2,950,000
3,640
--
--
3,480
--
--
--
MW-001
4/27/2005
2
7,630
7
5,730
1,100,000
2,550,000
4,710
--
--
2,870
--
--
-
MW-001
10/20/2005
1,630
4
28
103,000
6
4,880
57
428
403,000
3,010,000
89,000
--
--
529
--
--
--
MW-001
10/19/2006
172
2
347
27,400
3,600
27
139
1,320,000
2,850,000
4,370
--
--
2,000
--
--
-
MW-001
4/27/2007
5,360
2,380
287
1,380,000
2,750,000
4,010
--
--
4,830
--
--
-
MW-001
11/19/2007
42
2
48,200
3,280
25
1,560,000
3,060,000
3,820
--
--
3,300
--
--
--
MW-001
4/30/20081
1
1
9,680
2,990
1
22
155
11,100,000
2,910,000
3,380
--
--
4,880
--
--
--
MW-001
10/29/20081
1 68.7
1
1
4,840
3.5
2,880
1
1 188,000
13,060,000
3,510
--
--
4,200
--
--
--

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 9 of 9
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250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample Location
Date
MW-001
4/30/2009
77.4
1.8
3.6
4,080
4.4
3,100
264
37,700
2,904,000
3,940
--
--
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--
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I
I
MW-003
9/30/1994
1,770
113
3,370
2,200
96
200
159,000
415,000
20,100
6.89
19.6
519
--
-
-
MW-003
3/31/1995
--
4,860
5,980
32
100
294,000
625,000
--
7.56
13.6
896
--
-
-
MW-003
9/29/1995
1,640
3,420
7
2,940
104
463
314,000
740,000
3,740
4.89
14
1,040
--
-
-
MW-003
3/30/1996
11,400
2
23,300
9
3,160
126
130
222,000
552,000
3,830
7.18
12
750
--
-
-
MW-003
9/27/1996
110
1,010
7
2,360
30
160
283,000
737,000
6,730
7.6
20
974
--
-
-
MW-003
3/29/1997
238
1,930
3,050
13
20
180
809,000
807,000
4,170
7.76
16
590
--
-
-
MW-003
9/17/1997
169
715
5
3,060
6
212
330
562,000
1,290,000
5,290
7.7
19
1,650
--
-
-
MW-003
3/27/1998
270
2,500
3,370
13
41
250
--
929,000
6,980
7.2
20
1,214
--
-
-
MW-003
9/30/1998
353
1,380
--
17
780
367,000
1,280,000
10,100
6.9
19
920
--
-
--
MW-003
3/31/1999
4,830
5,550
190
482,000
842,000
7,580
7.1
16
592
--
-
--
MW-003
9/29/1999
677
1,940
894
100
258,000
413,000
8,140
7.65
19
741
--
-
--
MW-003
9/15/2000
224
2,380
2,800
160
550,000
1,260,000
8,580
7.06
21
680
--
-
--
MW-003
3/23/2001
3,690
10
2,250
30
230
530,000
1,230,000
5,720
6.6
17
640
--
--
--
MW-003
10/4/2001
4,240
6
3,650
80
592,000
1,440,000
30,000
7
20
600
--
--
-
MW-003
3/28/2002
5,620
2,180
--
110
682,000
1,590,000
5,360
6.37
13
680
--
-
--
MW-003
10/3/2002
2
6,510
5,290
932,000
1,900,000
8,510
6.22
19
150
--
--
--
MW-003
3/25/2003
3,280
6,170
8
4,290
78
88
784,000
1,520,000
1,340
6.36
18
110
--
--
--
MW-003
10/2/2003
634
5,950
8
6,750
50
174
765,000
1,420,000
3,970
6.12
14
1,460
--
--
--
MW-003
4/28/2004
152
8,370
6,720
224
1,040,000
1,810,000
3,890
--
12.1
2,030
--
--
--
MW-003
10/26/2004
554
5
16,300
4,220
36
289
1,070,000
2,140,000
5,160
--
--
2,150
--
--
--
MW-003
4/27/2005
2
4,470
6,110
246
1,075,000
2,090,000
4,050
--
--
2,320
--
--
--
MW-003
10/20/2005
5
27
7,900
5,870
44
279
1,300,000
2,090,000
30,000
--
--
1,060
--
--
--
MW-003
10/19/2006
1,460
6,040
4,550
21
281
1,170,000
1,920,000
4,200
-
--
1,370
--
--
--
MW-003
4/27/2007
8,330
4,190
290
1,130,000
2,130,000
3,830
-
--
2,230
--
--
--
MW-003
11/19/2007
8,200
6,000
64
1,680,000
2,550,000
4,590
--
--
2,710
--
--
--
MW-003
4/30/2008
3,360
3,800
37
297
2,090,000
2,110,000
3,560
--
--
2,290
--
--
--
MW-003
10/29/2008
59.3
2,880
2.3
4,360
171
988,000
2,360,000
3,480
--
--
2,740
--
--
--
MW-003
4/30/2009
53.2
4,620
7.2
4,960
14.6
337
261,000
2,460,000
4,110
--
--
2,930
--
--
--
Notes:
All concentrations in micrograms per liter (ug/L) unless otherwise noted
NE - Not established
-- - Not sampled
Bold with gray background indicates exceedance of NC Surface Water Standard
Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
NSA - Location inaccessible; no sample collected
NSB - Obstruction in well; no sample collected
NSC - Well dry; no sample collected
NSD - Insufficient volume; no sample collected
NSE - Well damaged; no sample collected
NSF - Pump broken; no sample collected
NSG - Surface water location dry; no sample collected

APPENDIX A3
QA/QC ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Analyte
M
E
a
Q
0
m
i
Q
fC
m
7
C
.a
l0
U
2
a
s
U
L
Q
O
U
=
O
L
f0
m
J
y
C
=
M
2
�
i
_
d
7@
to
>
cn
r
_
N
Z
'-
Z
d
7
cn
-
o
c
�
>
N
O
H
o
�
U
=
R
O
O
H
NC 2L
Groundwater
3.5
0.01
0.7
0.002
0.01
1
0.3
0.015
0.05
0.001
0.02
0.02
1
10
250
500
NE
Date
Field Blank
9/30/1998
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
3/31/1999
< 0.100
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.19
< 5
< 5
2.18
9/15/2000
< 0.100
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
3/23/2001
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
0.006
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
< 1
10/4/2001
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
0.006
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.3
< 5
15
< 2
3/28/2002
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
--
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
< 1
10/3/2002
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
6
< 1
3/25/2003
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.198
< 5
< 5
< 1
10/2/2003
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
4/28/2004
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
6
< 1
10/26/2004
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.151
< 5
10
2.18
4/27/2005
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
12
1.79
10/20/2005
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.101
< 5
< 5
< 0.5
10/19/2006
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
4/27/2007
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
11/19/2007
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
4/30/2008
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.336
< 5
< 5
< 0.5
10/29/2008
< 0.1
< 0.01
0.0031
< 0.001
< 0.010
< 0.010
< 0.050
< 0.010
< 0.010
0.00002
< 0.010
0.0022
0.010
< 0.050
< 10
< 5
< 0.5
4/30/2009
< 0.100
< 0.010
0.0077
< 0.001
< 0.010
< 0.010
< 0.050
0.0045
0.008
< 0.0002
< 0.010
< 0.01
< 0.010
< 0.050
< 10
90
< 0.50
Trip Blank
9/30/1998
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
3/31/1999
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.22
< 5
15
< 1
9/15/2000
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
3/23/2001
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
1.03
10/4/2001
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.4
< 5
12
2.0
3/28/2002
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
--
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
1.03
10/3/2002
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
3/25/2003
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.197
< 5
7
< 1
10/2/2003
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
7
< 1
4/28/2004
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
16
< 1
10/26/2004
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
8
1.29
4/27/2005
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
1.76
10/20/2005
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
6
< 0.5
10/19/2006
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
4/27/2007
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
11/19/2007
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
4/30/2008
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
10/29/2008
< 0.1
< 0.01
0.0046
< 0.001
< 0.010
< 0.010
< 0.050
< 0.010
< 0.010
0.00001
< 0.010
< 0.010
< 0.010
< 0.050
< 10
< 5
< 0.5
4/30/2009
< 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
9/8/2016
< 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
Notes:
All concentrations in milligrams per liter (mg/L) unless otherwise noted Bold with gray background indicates exceedance of NC Groundwater Standard
NE - Not established Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
-- - Not sampled
Page 1 of 1

GROUNDWATER & SURFACE WATER MONITORING SEMI-ANNUAL SUMMARY REPORT —SEPTEMBER 2019
APPENDIX B LABORATORY DATA SHEETS
www.erm.com Version: 1.0 Project No.: 0502068 Client: R.J. Reynolds Tobacco Co. November 2019
2019-09 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: RJRT Rural Hall
Project Number: 0502068
Lot Number:U105087
Date Completed:09/23/2019
09/23/2019 2:57 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] www.shealylab.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: U105087
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.
ICP-MS Metals
The matrix spike/matrix spike duplicate (MS/MSD) associated with sample -001 had aluminum and
manganese 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.
The MS/MSD associated with sample -015 had aluminum recovered outside of the acceptance limits. The
LCS was recovered within the required acceptance limits; therefore, this likely demonstrates a matrix
effect.
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.shealylab.com
Page 1 of 82 Page 2 of 82

SHEALY ENVIRONMENTAL SERVICES, INC.
Sample Summary
ERM INC, Inc.
Lot Number: U105087
Sample Number
Sample ID
Matrix
Date Sampled
Date Received
001
W-01-WG-20190903
Aqueous
09/03/20191550
09/05/2019
002
W-02-WG-20190903
Aqueous
09/03/20191605
09/05/2019
003
W-03-WG-201909
Aqueous
09/03/20191455
09/05/2019
004
W-03B-WG-201909
Aqueous
09/03/20191355
09/05/2019
005
W-06-WG-201909
Aqueous
09/04120191300
09/05/2019
006
W-07-WG-201909
Aqueous
09/04/20191420
09/05/2019
007
W-08-WG-201909
Aqueous
09/04120191140
09/05/2019
008
PZ-02-WG-201909
Aqueous
09/03120191830
09/05/2019
009
PZ-05-WG-201909
Aqueous
09/03/20191800
09/05/2019
010
PW-1-WG-201909
Aqueous
09/04/2019 1530
09/05/2019
011
SS-01-WS-201909
Aqueous
09/04120191020
09/05/2019
012
SS-02-WS-201909
Aqueous
09/03120191845
09/05/2019
013
SS-20-WS-201909
Aqueous
09/03120191430
09/05/2019
014
SS-25-WS-201909
Aqueous
09/03120191450
09/05/2019
015
SS-30-WS-201909
Aqueous
09/04/2019 1045
09/05/2019
016
SS40-WS-201909
Aqueous
09/03120191820
09/05/2019
017
SS-50-WS-201909
Aqueous
09/03120191335
09/05/2019
018
SS-70-WS-201909
Aqueous
09/03/2019 1745
09/05/2019
019
SS-80-WS-201909
Aqueous
09/03120191715
09/05/2019
020
SS-90-WS-201909
Aqueous
09/03120191700
09/05/2019
021
W-09-WG-20190904
Aqueous
09/04/2019 0915
09/05/2019
022
Dup-1-WG-20190904
Aqueous
09/04/2019
09/05/2019
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —shealylab.com
Page 3 of 82
SHEALY ENVIRONMENTAL SERVICES, INC.
Detection Summary
ERM INC, Inc.
Lot Number: U105087
Sample Sample ID
Matrix
Parameter
Method
Result
Q Units
Page
001 W-01-WG-20190903
Aqueous
Sulfate
300.0
970
mg/L
7
001 W-01-WG-20190903
Aqueous
TDS
SM 2540C-
2200
mg/L
7
001 W-01-WG-20190903
Aqueous
Aluminum
6020B
180
ug/L
8
001 W-01-WG-20190903
Aqueous
Barium
6020B
24
ug/L
8
001 W-01-WG-20190903
Aqueous
Iron
6020B
340
ug/L
8
001 W-01-WG-20190903
Aqueous
Manganese
6020B
3800
ug/L
8
001 W-01-WG-20190903
Aqueous
Selenium
6020B
14
ug/L
8
002 W-02-WG-20190903
Aqueous
Sulfate
300.0
18
mg/L
9
002 W-02-WG-20190903
Aqueous
TDS
SM 2540C-
160
mg/L
9
002 W-02-WG-20190903
Aqueous
Aluminum
6020B
5100
ug/L
10
002 W-02-WG-20190903
Aqueous
Barium
6020B
170
ug/L
10
002 W-02-WG-20190903
Aqueous
Iron
6020E
4800
ug/L
10
002 W-02-WG-20190903
Aqueous
Manganese
6020B
29
ug/L
10
003 W-03-WG-201909
Aqueous
Sulfate
300.0
200
mg/L
11
003 W-03-WG-201909
Aqueous
TDS
SM 2540C-
500
mg/L
11
003 W-03-WG-201909
Aqueous
Barium
6020B
27
ug/L
12
003 W-03-WG-201909
Aqueous
Manganese
6020E
110
ug/L
12
003 W-03-WG-201909
Aqueous
Selenium
6020E
5.4
ug/L
12
004 W-03B-WG-201909
Aqueous
Sulfate
300.0
24
mg/L
13
004 W-03B-WG-201909
Aqueous
TDS
SM 2540C-
260
mg/L
13
004 W-03B-WG-201909
Aqueous
Barium
6020B
42
ug/L
14
004 W-03B-WG-201909
Aqueous
Manganese
6020E
35
ug/L
14
005 W-06-WG-201909
Aqueous
Sulfate
300.0
12
mg/L
15
005 W-06-WG-201909
Aqueous
TDS
SM 2540C-
270
mg/L
15
005 W-06-WG-201909
Aqueous
Aluminum
6020E
100
ug/L
16
005 W-06-WG-201909
Aqueous
Barium
6020B
38
ug/L
16
005 W-06-WG-201909
Aqueous
Iron
6020E
100
ug/L
16
006 W-07-WG-201909
Aqueous
Sulfate
300.0
6.0
mg/L
17
006 W-07-WG-201909
Aqueous
TDS
SM 2540C-
220
mg/L
17
006 W-07-WG-201909
Aqueous
Aluminum
6020B
280
ug/L
18
006 W-07-WG-201909
Aqueous
Barium
6020B
78
ug/L
18
006 W-07-WG-201909
Aqueous
Iron
6020E
1800
ug/L
18
006 W-07-WG-201909
Aqueous
Manganese
6020B
150
ug/L
18
007 W-08-WG-201909
Aqueous
Sulfate
300.0
61
mg/L
19
007 W-08-WG-201909
Aqueous
TDS
SM 2540C-
180
mg/L
19
007 W-08-WG-201909
Aqueous
Aluminum
6020B
270
ug/L
20
007 W-08-WG-201909
Aqueous
Barium
6020B
300
ug/L
20
007 W-08-WG-201909
Aqueous
Iron
6020B
370
ug/L
20
007 W-08-WG-201909
Aqueous
Manganese
6020B
11
ug/L
20
008 PZ-02-WG-201909
Aqueous
Sulfate
300.0
46
mg/L
21
008 PZ-02-WG-201909
Aqueous
TDS
SM 2540C-
230
mg/L
21
008 PZ-02-WG-201909
Aqueous
Aluminum
6020B
160
ug/L
22
008 PZ-02-WG-201909
Aqueous
Barium
6020B
62
ug/L
22
008 PZ-02-WG-201909
Aqueous
Cadmium
6020B
5.3
ug/L
22
008 PZ-02-WG-201909
Aqueous
Iron
6020B
770
ug/L
22
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —shealylab.com
Page 4 of 82

Detection Summary (Continued)
Lot Number: U105087
Sample Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
008 PZ-02-WG-201909
Aqueous
Manganese
6020B
450
ug/L
22
009 PZ-05-WG-201909
Aqueous
Sulfate
300.0
170
mg/L
23
009 PZ-05-WG-201909
Aqueous
TDS
SM 2540C-
400
mg/L
23
009 PZ-05-WG-201909
Aqueous
Aluminum
6020B
270
ug/L
24
009 PZ-05-WG-201909
Aqueous
Barium
6020B
75
ug/L
24
009 PZ-05-WG-201909
Aqueous
Cadmium
6020B
7.6
ug/L
24
009 PZ-05-WG-201909
Aqueous
Iron
6020B
1100
ug/L
24
009 PZ-05-WG-201909
Aqueous
Manganese
6020B
470
ug/L
24
010 PW-1-WG-201909
Aqueous
Sulfate
300.0
750
mg/L
25
010 PW-1-WG-201909
Aqueous
TDS
SM 2540C-
1700
mg/L
25
010 PW-1-WG-201909
Aqueous
Aluminum
6020B
330
ug/L
26
010 PW-1-WG-201909
Aqueous
Barium
6020E
35
ug/L
26
010 PW-1-WG-201909
Aqueous
Iron
6020E
3000
ug/L
26
010 PW-1-WG-201909
Aqueous
Manganese
6020E
3000
ug/L
26
010 PW-1-WG-201909
Aqueous
Selenium
6020B
20
ug/L
26
011 SS-01-WS-201909
Aqueous
Sulfate
300.0
32
mg/L
27
011 SS-01-WS-201909
Aqueous
TDS
SM 2540C-
200
mg/L
27
011 SS-01-WS-201909
Aqueous
Aluminum
6020B
250
ug/L
28
011 SS-01-WS-201909
Aqueous
Barium
6020B
77
ug/L
28
011 SS-01-WS-201909
Aqueous
Iron
6020B
380
ug/L
28
011 SS-01-WS-201909
Aqueous
Manganese
6020E
11
ug/L
28
012 SS-02-WS-201909
Aqueous
Sulfate
300.0
60
mg/L
29
012 SS-02-WS-201909
Aqueous
TDS
SM 2540C-
250
mg/L
29
012 SS-02-WS-201909
Aqueous
Aluminum
6020E
150
ug/L
30
012 SS-02-WS-201909
Aqueous
Barium
6020E
80
ug/L
30
012 SS-02-WS-201909
Aqueous
Iron
6020B
240
ug/L
30
012 SS-02-WS-201909
Aqueous
Manganese
6020E
30
ug/L
30
013 SS-20-WS-201909
Aqueous
Sulfate
300.0
3.1
mg/L
31
013 SS-20-WS-201909
Aqueous
TDS
SM 2540C-
94
mg/L
31
013 SS-20-WS-201909
Aqueous
Aluminum
6020E
3700
ug/L
32
013 SS-20-WS-201909
Aqueous
Barium
6020B
110
ug/L
32
013 SS-20-WS-201909
Aqueous
Iron
6020E
5300
ug/L
32
013 SS-20-WS-201909
Aqueous
Lead
6020E
2.0
ug/L
32
013 SS-20-WS-201909
Aqueous
Manganese
6020B
130
ug/L
32
014 SS-25-WS-201909
Aqueous
Sulfate
300.0
3.2
mg/L
33
014 SS-25-WS-201909
Aqueous
TDS
SM 2540C-
100
mg/L
33
014 SS-25-WS-201909
Aqueous
Aluminum
6020B
1700
ug/L
34
014 SS-25-WS-201909
Aqueous
Barium
6020B
70
ug/L
34
014 SS-25-WS-201909
Aqueous
Iron
6020B
2700
ug/L
34
014 SS-25-WS-201909
Aqueous
Manganese
6020B
45
ug/L
34
015 SS-30-WS-201909
Aqueous
Sulfate
300.0
34
mg/L
35
015 SS-30-WS-201909
Aqueous
TDS
SM 2540C-
220
mg/L
35
015 SS-30-WS-201909
Aqueous
Aluminum
6020B
350
ug/L
36
015 SS-30-WS-201909
Aqueous
Barium
6020B
86
ug/L
36
015 SS-30-WS-201909
Aqueous
Iron
6020B
570
ug/L
36
015 SS-30-WS-201909
Aqueous
Manganese
6020B
14
ug/L
36
016 SS-40-WS-201909
Aqueous
Sulfate
300.0
51
mg/L
37
016 SS-40-WS-201909
Aqueous
TDS
SM 2540C-
230
mg/L
37
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —shealylab.com
Page 5 of 82
Detection Summary (Continued)
Lot Number: U105087
Sample Sample ID
Matrix
Parameter
Method
Result
Q Units
Page
016
SS-40-WS-201909
Aqueous
Aluminum
6020B
75
ug/L
38
016
SS-40-WS-201909
Aqueous
Barium
6020B
77
ug/L
38
016
SS-40-WS-201909
Aqueous
Iron
6020B
190
ug/L
38
016
SS-40-WS-201909
Aqueous
Manganese
6020E
10
ug/L
38
017
SS-50-WS-201909
Aqueous
Sulfate
300.0
1.4
mg/L
39
017
SS-50-WS-201909
Aqueous
TDS
SM 2540C-
78
mg/L
39
017
SS-50-WS-201909
Aqueous
Aluminum
6020B
1400
ug/L
40
017
SS-50-WS-201909
Aqueous
Barium
6020B
54
ug/L
40
017
SS-50-WS-201909
Aqueous
Iron
6020B
3000
ug/L
40
017
SS-50-WS-201909
Aqueous
Manganese
6020B
93
ug/L
40
018
SS-70-WS-201909
Aqueous
Sulfate
300.0
16
mg/L
41
018
SS-70-WS-201909
Aqueous
TDS
SM 2540C-
110
mg/L
41
018
SS-70-WS-201909
Aqueous
Aluminum
6020B
91
ug/L
42
018
SS-70-WS-201909
Aqueous
Barium
6020E
55
ug/L
42
018
SS-70-WS-201909
Aqueous
Iron
6020E
410
ug/L
42
018
SS-70-WS-201909
Aqueous
Manganese
6020E
27
ug/L
42
019
SS-80-WS-201909
Aqueous
Sulfate
300.0
13
mg/L
43
019
SS-80-WS-201909
Aqueous
TDS
SM 2540C-
130
mg/L
43
019
SS-80-WS-201909
Aqueous
Aluminum
6020B
240
ug/L
44
019
SS-80-WS-201909
Aqueous
Barium
6020B
67
ug/L
44
019
SS-80-WS-201909
Aqueous
Iron
6020B
500
ug/L
44
019
SS-80-WS-201909
Aqueous
Manganese
6020B
9.9
ug/L
44
020
SS-90-WS-201909
Aqueous
Sulfate
300.0
31
mg/L
45
020
SS-90-WS-201909
Aqueous
TDS
SM 2540C-
160
mg/L
45
020
SS-90-WS-201909
Aqueous
Aluminum
6020E
71
ug/L
46
020
SS-90-WS-201909
Aqueous
Barium
6020B
69
ug/L
46
020
SS-90-WS-201909
Aqueous
Iron
6020E
230
ug/L
46
020
SS-90-WS-201909
Aqueous
Manganese
6020E
8.2
ug/L
46
021
W-09-WG-20190904
Aqueous
Sulfate
300.0
13
mg/L
47
021
W-09-WG-20190904
Aqueous
TDS
SM 2540C-
180
mg/L
47
021
W-09-WG-20190904
Aqueous
Barium
6020B
130
ug/L
48
022
Dup-1-WG-20190904
Aqueous
Sulfate
300.0
740
mg/L
49
022
Dup-1-WG-20190904
Aqueous
TDS
SM 2540C-
1700
mg/L
49
022
Dup-1-WG-20190904
Aqueous
Aluminum
6020B
170
ug/L
50
022
Dup-1-WG-20190904
Aqueous
Barium
6020B
35
ug/L
50
022
Dup-1-WG-20190904
Aqueous
Iron
6020E
3300
ug/L
50
022
Dup-1-WG-20190904
Aqueous
Manganese
6020B
3100
ug/L
50
(130 detections)
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —shealylab.com
Page 6 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-001
Description: W-01-WG-20190903 Matrix: Aqueous
Date Sampled:09/03/2019 1550
)ate Received: 09105/2019
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1
(Sulfate)300.0 5 09/16/20192313 GMH
29105
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
970
5.0
mg/L 1
TDS
SM 2540C-
2200
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of —pound exceeded the calibration range
ND = Not detected at or above the LOQ N = Recovery is out of cntena P = The RPD behv two QC column ex d. 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
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-001
Description: W-01-WG-20190903 Matrix: Aqueous
Date Sampled:09103/2019 1550
)ate Received: 09/0512019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 09/19/2019 2050 BPK
09/10/2019 1353 28417
2 3005A
6020B 20 09/19/2019 2340 BPK
09/10/2019 1353 28417
CAS Analytical
Parameter
Number Method
Result O LOQ
Units
Run
Aluminum
7429.90.5 6020B
180 40
ug/L
1
Barium
744039-3 6020B
24 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
340 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
1
Manganese
7439-96-5 6020B
3800 100
ug/L
2
Selenium
7782-49-2 6020B
14 5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibradon range
ND = Not tlatected at or above the LOQ N = Recovery is out of cntena P = The RPD be—n two QC columns exceed, 40%
H = Out af holtling 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 7 of 82 Page 8 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-002
Description: W-02-WG-20190903 Matrix: Aqueous
Date Sampled:09103/2019 1605
Date Received: 09105/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/16/20192332 GMH
29105
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
18
1.0
mg/L 1
TDS
SM 2540C-
160
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration range
ND= Not tletected at or above the LOQ N=Re ,a, I. out of cntana P=The RPD b—ia, two QC column, ex d. 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 9 of 82
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-002
Description: W-02-WG-20190903 Matrix: Aqueous
Date Sampled:09103/2019 1605
Date Received: 09/05/2019
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 09/19/20192120 BPK
Prep Date Batch
09/10/20191353 28417
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020E
5100
40
ug/L
1
Barium
7440-39-3 6020B
170
5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020E
4800
50
ug/L
1
Lead
7439-92-1 6020B
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 Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration range
ND = Not tletected at or above the LOQ N = Recovery is out of cntena P = The RPD behveen Iwo QC column, exceed, 40%
H = Out &holtling tlme W = Repotted on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] w—alreelylab.com
Page 10 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-003
Description: W-03-WG-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1455
Date Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/16/20192351 GMH
29105
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
200
1.0 ni 1
TDS
SM 2540C-
500
25 ni 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wn,xxnd exceeded the wIib.tion ange
ND = Not tletected at or above the LOQ N = Recovery I. out of cnteria P = The RPD b—ia, two QC column, e—d. 40%
H = Out of holtling 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 82
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-003
Description: W-03-WG-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1455
Date Recalved: 09/05/2019
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 09/19/2019 2126 BPK
Prep Date Batch
09/10/2019 1353 28417
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
27
5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89-6 6020B
ND
50
ug/L
1
Lead
7439-92-1 6020E
ND
1.0
ug/L
1
Manganese
7439-96-5 6020E
110
5.0
ug/L
1
Selenium
7782-49-2 6020B
5.4
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibaYon ange
ND = Not tletected at or above the LOQ N = Recovery is out at cnteria P = The RPD be—n two QC column, exceed, 40%
H = Out & holtling 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 12 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-004
Description: W-03B-WG-201909 Matrix: Aqueous
Date Sampled:09103/2019 1355
Date Received: 09105/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Dale
Batch
1
(Sulfate)300.0 1 09117/20190010 GMH
29105
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
24
1.0 ni 1
TDS
SM 2540C-
260
25 ni 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wn,xxnd exceeded the calibration range
ND= Not detected at or above the LOQ N=R,w ,, is out of cntena P=The RPD behv two QC column e—d. 40%
H = Out of holtling 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 82
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-004
Description: W-03B-WG-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1355
Date Received: 09/05/2019
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 09/19/2019 2132 BPK
Prep Date Batch
09/10/2019 1353 28417
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
42
5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89-6 6020B
ND
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
35
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO= Limit of Quantitation B= Detected in the method blank E= Quantitation of ..pound exceeded the calibration range
ND = Not tlatected at or above the LOQ N = Recovery I, out at cnteria P = The RPD thei—n two QC columns exceed, 40%
H = Out & holtling 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 14 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-005
Description: W-06-WG-201909 Matrix: Aqueous
Date Sampled:09/04/2019 1300
Date Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09117/20190029 GMH
29105
1
(TDS) SM 254OC-2011 1 09/10/2019 1750 MOM
28449
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
12
1.0
mg/L 1
TDS
SM 2540C-
270
25
ni 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of —pound exceeded the wIib.tion range
ND=Nut tletected uor above the LOQ N=R,w ,, I. out of critena P=The RPD behv two QC column,e—d. 40%
H = Out of holtling 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 82
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-005
Description: W-06-WG-201909 Matrix: Aqueous
Date Sampled:09/04/2019 1300
Date Received: 0910512019
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 09/19/2019 2150 BPK
Prep Date Batch
09/10/2019 1353 28417
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020E
100
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 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020E
100
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
ND
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration range
ND = Not tletected at or above the LOQ N = Recovery is out of cnten, P = The RPD be—n two QC column, exceed, 40%
H = Out & holtling 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 16 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-006
Description: W-07-WG-201909 Matrix: Aqueous
Date Sampled:09104/2019 1420
Date Received: 09105/2019
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/17/20191237 GMH
29174
1
(TDS) SM 254OC-2011 1 09/10/2019 1750 MOM
28449
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
6.0
1.0
mg/L 1
TDS
SM 2540C-
220
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration range
ND = Not tletected at or above the LOQ N = Recovery I. out of critena P = The RPD between two QC column, e—d. 40%
H = Out of holtling 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 17 of 82
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-006
Description: W-07-WG-201909 Matrix: Aqueous
Date Sampled:09/04/2019 1420
Date Received: 0910512019
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 09/19/2019 2156 BPK
Prep Date Batch
09/10/2019 1353 28417
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020E
280
40
ug/L
1
Barium
7440-39-3 6020B
78
5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020E
1800
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
150
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration range
ND= Not tletected at or above the LOQ N= Recovery is out at cnteria P=The RPD between twc QC column, exceed, 40%
H = Out & holtling 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 18 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-007
Description: W-08-WG-201909 Matrix: Aqueous
Date Sampled:09/04/2019 1140
)ate Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/17/20191411 GMH
29174
1
(TDS) SM 254OC-2011 1 09/10/2019 1750 MOM
28449
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
61
1.0
mg/L 1
TDS
SM 2540C-
180
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration range
ND= Not tletected at or above the LOQ N=Re .v I. out of cntena P=The RPD behveen two QC column,e—d. 40%
H = Out of holtlin9 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
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-007
Description: W-08-WG-201909 Matrix: Aqueous
Date Sampled:09/04/2019 1140
)ate Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/19/20192203 BPK
09/10/2019 1353 28417
2 3005A
6020B 2 09/20/20190023 BPK
09/10/2019 1353 28417
CAS Analytical
Parameter
Number Method
Result O LOO
Units
Run
Aluminum
7429.90.5 6020B
270 40
ug/L
1
Barium
744039-3 6020B
300 10
ug/L
2
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
370 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
1
Manganese
7439-96-5 6020B
11 5.0
ug/L
1
Selenium
7782-49-2 6020E
ND 5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration range
ND= Not tletected at or above the LOQ N= Recovery is out at cntena P=The RPD be—n two QC column, exceetle 40%
H= Out &hduing 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 82 Page 20 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-008
Description: PZ-02-WG-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1830
)ate Received: 09105/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09117/20191508 GMH
29174
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
46
1.0 mg/L 1
TDS
SM 2540C-
230
25 mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration range
ND = Not tletected at or above the LOQ N = Recovery I. out of cntena P = The RPD b—ia, two QC column, e—d. 40%
H = Out of holtling 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
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-008
Description: PZ-02-WG-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1830
)ate Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
60208 1 09/19/2019 2209 BPK
09/10/2019 1353 28417
2 3005A
6020B 3 09/20/2019 0029 BPK
09/10/2019 1353 28417
CAS Analytical
Parameter
Number Method
Result Q LOO
Units
Run
Aluminum
7429-90.5 6020B
160 40
ug/L
1
Barium
7440-39-3 6020B
62 5.0
ug/L
1
Cadmium
7440-43-9 6020B
5.3 0.50
ug/L
1
Chromium
7440-47-3 6020E
ND 5.0
ug/L
1
Iron
7439.89.6 6020E
770 50
ug/L
1
Lead
7439-92-1 6020B
NO 1.0
ug/L
1
Manganese
7439-96-5 6020B
450 15
ug/L
2
Selenium
7782-49-2 6020E
NO 5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration range
ND= Not tletected at or above the LOQ N= Recovery is out at cnteria P=The RPD be—n twc QC column, exceeds 40%
H = Out & holtling 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 21 of 82 Page 22 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-009
Description: PZ-05-WG-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1800
)ate Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09117/20191527 GMH
29174
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
170
1.0 mg/L 1
TDS
SM 2540C-
400
25 mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmpound exceeded the wIib.tion range
ND = Not tletected at or above the LOQ N = Recovery I. out of cntena P = The RPD b—ia, two QC column, ex d. 40%
H = Out of holtling 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
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-009
Description: PZ-05-WG-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1800
)ate Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
60208 1 09/19/2019 2215 BPK
09/10/2019 1353 28417
2 3005A
6020B 3 09/20/2019 0035 BPK
09/10/2019 1353 28417
CAS Analytical
Parameter
Number Method
Result O LOO
Units
Run
Aluminum
7429-90.5 6020B
270 40
ug/L
1
Barium
744039-3 6020B
75 5.0
ug/L
1
Cadmium
7440-43-9 6020B
7.6 0.50
ug/L
1
Chromium
7440-47-3 6020E
ND 5.0
ug/L
1
Iron
7439.89.6 6020E
1100 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
1
Manganese
7439-96-5 6020B
470 15
ug/L
2
Selenium
7782-49-2 6020E
ND 5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration range
ND= Not tletected at or above the LOQ N= Recovery is out at cntena P=The RPD be—n two QC column, exceeds 40%
H = Out & holtling 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 23 of 82 Page 24 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-010
Description: PW-1-WG-201909 Matrix: Aqueous
Date Sampled:09104/2019 1530
)ate Received: 09105/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 5 09/17/20191546 GMH
29174
1
(TDS) SM 254OC-2011 1 09/10/2019 1750 MOM
28449
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
750
5.0
mg/L 1
TDS
SM 2540C-
1700
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmpound exceeded the calibration ange
ND= Not tletected at or above the LOQ N=Re .v I. out of cntena P=The RPD behveen two QC column,e—d. 40%
H = Out of holtlin9 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
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-010
Description: PW-1-WG-201909 Matrix: Aqueous
Date Sampled:09/04/2019 1530
)ate Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020E 1 09/19/2019 2221 BPK
09/10/2019 1353 28417
2 3005A
6020B 20 09/20/2019 0041 BPK
09/10/2019 1353 28417
CAS Analytical
Parameter
Number Method
Result O LOO
Units
Run
Aluminum
7429.90.5 6020B
330 40
ug/L
1
Barium
744039-3 6020B
35 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
3000 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
1
Manganese
7439-96-5 6020B
3000 100
ug/L
2
Selenium
7782-49-2 6020B
20 5.0
ug/L
1
LOO= Limit of Quantitation B= Detected in the method blank E= Quantitation of ..pound exceeded the calibration range
ND= Not tletected at or above the LOQ N= Recovery is out at cntena P=The RPD taftw n twc QC column, exceetle 40%
H= Out &hduing tlme W= Repotted on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] w—alreelylab.com
Page 25 of 82 Page 26 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-011
Description: SS-01-WS-201909 Matrix: Aqueous
Date Sampled:09104/2019 1020
Date Received: 09105/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Dale
Batch
1
(Sulfate)300.0 1 09117/20191605 GMH
29174
1
(TDS) SM 254OC-2011 1 09/10/2019 1750 MOM
28449
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
32
1.0
mg/L 1
TDS
SM 2540C-
200
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration range
ND = Not tletected at or above the LOQ N = Recovery I. out of cntena P = The RPD between two QC column, e—d. 40%
H = Out of holtling 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 27 of 82
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-011
Description: SS-01-WS-201909 Matrix: Aqueous
Date Sampled:09/04/2019 1020
Date Received: 0910512019
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 09/19/20192227 BPK
Prep Date Batch
09/10/20191353 28417
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020E
250
40
ug/L
1
Barium
7440-39-3 6020B
77
5.0
ug/L
1
Cadmium
7440-43-9 6020B
NO
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020E
380
50
ug/L
1
Lead
7439-92-1 6020B
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 = Quantitation of wmp.und exceeded the calibration range
ND= Not tletected at or above the LOQ N= Recovery is out at cnteria P=The RPD between twc QC column, exceed, 40%
H = Out & holtling 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 28 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-012
Description: SS-02-WS-201909 Matrix: Aqueous
Date Sampled:09103/2019 1845
Date Received: 09105/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Dale
Batch
1
(Sulfate)300.0 1 09117/20191623 GMH
29174
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
60
1.0
mg/L 1
TDS
SM 2540C-
250
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration range
ND = Not tletected at or above the LOQ N = Recovery I. out of cntena P = The RPD between two QC column, e—d. 40%
H = Out of holtling 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 29 of 82
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-012
Description: SS-02-WS-201909 Matrix: Aqueous
Date Sampled:09103/2019 1845
Date Received: 09/05/2019
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 09/19/20192233 BPK
Prep Date Batch
09/10/20191353 28417
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020E
150
40
ug/L
1
Barium
7440-39-3 6020B
80
5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020E
240
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
30
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration range
ND= Not tletected at or above the LOQ N= Recovery is out at cnteria P=The RPD between twc QC column, exceed, 40%
H = Out & holtling 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 30 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-013
Description: SS-20-WS-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1430
Date Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09117/20191642 GMH
29174
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
3.1
1.0 mg/L 1
TDS
SM 254OC-
94
25 mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the wIib.tion ange
ND= Not tletected at or above the LOQ N=Re .v I. out of cnt,na P=The RPD behveen two QC column,e—d. 40%
H = Out of holtlin9 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 31 of 82
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-013
Description: SS-20-WS-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1430
Date Recalved: 09/05/2019
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 09/19/20192239 BPK
Prep Date Batch
09/10/20191353 28417
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020B
3700
40
ug/L
1
Barium
7440-39-3 6020B
110
5.0
ug/L
1
Cadmium
7440-43-9 6020B
NO
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020E
5300
50
ug/L
1
Lead
7439.92.1 6020E
2.0
1.0
ug/L
1
Manganese
7439-96-5 6020B
130
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration ange
ND= Not tletected at or above the LOQ N= Recovery is out at cntena P=The RPD taftw n two QC columns exceetle 40%
H = Out & 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 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-014
Description: SS-25-WS-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1450
Date Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09117/20191701 GMH
29174
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
3.2
1.0
mg/L 1
TDS
SM 2540C-
100
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the wIib.tion ange
ND= Not tletected at or above the LOQ N= Recovery I. out of cnt,iia P=The RPD b—ia, two QC column,e—d. 40%
H = Out of holtling 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 82
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-014
Description: SS-25-WS-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1450
Date Received:09/05/2019
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 09/19/20192245 BPK
Prep Date Batch
09/10/20191353 28417
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020B
1700
40
ug/L
1
Barium
7440-39-3 6020B
70
5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020E
2700
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
45
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration ange
ND= Not tletected at or above the LOQ N= Recovery is out at cnteria P=The RPD behvaen lwc QC column, exceed, 40%
H = Out & holtling 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 34 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-015
Description: SS-30-WS-201909 Matrix: Aqueous
Date Sampled:09/04/2019 1045
Date Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09/17/20191758 GMH
29174
1
(TDS) SM 254OC-2011 1 09/10/2019 1750 MOM
28449
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
34
1.0
mg/L 1
TDS
SM 2540C-
220
25
mg/L 1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the wIib.tion ange
ND= Not tletected at or above the LOQ N=R,w ,, I. out of cnteria P=The RPD behveen two QC column,e—d. 40%
H = Out of holtling 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 82
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-015
Description: SS-30-WS-201909 Matrix: Aqueous
Date Sampled:09/04/2019 1045
Date Recalved: 09/05/2019
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 09/20/20190040 BNW
Prep Date Batch
09/10/2019 1353 28419
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020E
350
40
ug/L
1
Barium
7440-39-3 6020B
86
5.0
ug/L
1
Cadmium
7440-43-9 6020B
NO
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020E
570
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
14
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration ange
ND= Not tletected at or above the LOQ N= Recovery is out at cntena P=The RPD behveen two QC column, exceetle 40%
H = Out & holtling tlme W = Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] w—alreelylab.com
Page 36 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-016
Description: SS-40-WS-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1820
Date Received: 09105/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Dale
Batch
1
(Sulfate)300.0 1 09117/20191817 GMH
29174
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
51
1.0
mg/L 1
TDS
SM 2540C-
230
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration range
ND = Not tletected at or above the LOQ N = Recovery I. out of critena P = The RPD between two QC column, e—d. 40%
H = Out of holtling 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 37 of 82
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-016
Description: SS-40-WS-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1820
Date Received: 09/05/2019
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 09/20/20190109 BNW
Prep Date Batch
09/10/2019 1353 28419
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020E
75
40
ug/L
1
Barium
7440-39-3 6020B
77
5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020E
190
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
10
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration range
ND= Not tletected at or above the LOQ N= Recovery is out at cntena P=The RPD between twc QC column, exceed, 40%
H = Out & holtling 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 38 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-017
Description: SS-50-WS-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1335
)ate Received: 09105/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09117/20191836 GMH
29174
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
1.4
1.0
mg/L 1
TDS
SM 254OC-
78
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.u.d exceeded the calibration range
ND= Not tletected at or above the LOQ N=Re .v I. out of cntena P=The RPD behveen two QC column,e—d. 40%
H = Out of holtlin9 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
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-017
Description: SS-50-WS-201909 Matrix: Aqueous
Date Sampled:09103/2019 1335
)ate Received: 09/0512019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/20/20190115 BNW
09/10/2019 1353 28419
2 3005A
6020B 1 09/20/2019 1904 BNW
09/10/20191353 28419
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429.90.5 6020B
1400 40
ug/L
2
Barium
744039-3 6020B
54 5.0
ug/L
1
Cadmium
7440-43-9 6020B
NO 0.50
ug/L
1
Chromium
7440-47-3 6020E
ND 5.0
ug/L
1
Iron
7439.89.6 6020E
3000 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
1
Manganese
7439-96-5 6020B
93 5.0
ug/L
1
Selenium
7782-49-2 6020E
ND 5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration range
ND= Not tletected at or above the LOQ N= Recovery is out at cntena P=The RPD taftw n two QC columns exceetle 40%
H= Out &hduing 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 82 Page 40 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-018
Description: SS-70-WS-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1745
Date Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09117/20191855 GMH
29174
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
16
1.0
mg/L 1
TDS
SM 2540C-
110
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the wIib.tion ange
ND= Not tletected at or above the LOQ N=Re .v I. out of cnt,na P=The RPD behveen two QC column,e—d. 40%
H = Out of holtlin9 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 82
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-018
Description: SS-70-WS-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1745
Date Received:09/05/2019
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Date Analyst
6020B 1 09/20/20190120 BNW
Prep Date Batch
09/10/2019 1353 28419
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020E
91
40
ug/L
1
Barium
7440-39-3 6020B
55
5.0
ug/L
1
Cadmium
7440-43-9 6020B
NO
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439.89.6 6020E
410
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
27
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration ange
ND= Not tletected at or above the LOQ N= Recovery i, out at cntena P= The RPD behveen two QC column, exceetle 40%
H= Out &hduing 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 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-019
Description: SS-80-WS-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1715
)ate Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09117/20191914 GMH
29174
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
13
1.0
mg/L 1
TDS
SM 2540C-
130
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the wIib.tion ange
ND = Not tletected at or above the LOQ N = Recovery I. out of cnteria P = The RPD b—ia, two QC column, e—d. 40%
H = Out of holtling 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
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-019
Description: SS-80-WS-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1715
)ate Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/20/20190138 BNW
09/10/2019 1353 28419
2 3005A
6020B 1 09/20/2019 1110 BNW
09/10/20191353 28419
CAS Analytical
Parameter
Number Method
Result O LOO
Units
Run
Aluminum
7429-90.5 6020B
240 40
ug/L
2
Barium
7440-39-3 6020B
67 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
500 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
1
Manganese
7439-96-5 6020B
9.9 5.0
ug/L
1
Selenium
7782-49-2 6020E
ND 5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration ange
ND= Not tletected at or above the LOQ N= Recovery is out at cnteria P=The RPD benw— two QC column, exceeds 40%
H= Out &ridding 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 82 Page 44 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-020
Description: SS-90-WS-201909 Matrix: Aqueous
Date Sampled:09/03/2019 1700
)ate Received: 09105/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09117/20191932 GMH
29174
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
31
1.0
mg/L 1
TDS
SM 2540C-
160
25
mg/L 1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the wIib.tion ange
ND= Not tletected at or above the LOQ N=R,w ,, I. out of cnteria P=The RPD behveen two QC column,e—d. 40%
H = Out of holtlin9 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
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-020
Description: SS-90-WS-201909 Matrix: Aqueous
Date Sampled:09103/2019 1700
)ate Received: 09/0512019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/20/20190144 BNW
09/10/2019 1353 28419
2 3005A
6020B 1 09/20/2019 1115 BNW
09/10/20191353 28419
CAS Analytical
Parameter
Number Method
Result O LOO
Units
Run
Aluminum
7429-90.5 6020B
71 40
ug/L
2
Barium
7440-39-3 6020B
69 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
230 50
ug/L
1
Lead
7439-92-1 6020B
NO 1.0
ug/L
1
Manganese
7439-96-5 6020B
8.2 5.0
ug/L
1
Selenium
7782-49-2 6020E
NO 5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration ange
ND= Not tletected at or above the LOQ N= Recovery is out at cntena P=The RPD taftw n two QC column, exceetle 40%
H= Out &hduing tlme W= Reported on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] w—alreelylab.com
Page 45 of 82 Page 46 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-021
Description: W-09-WG-20190904 Matrix: Aqueous
Date Sampled:09/04/2019 0915
)ate Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 1 09117/20191951 GMH
29174
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
13
1.0
mg/L 1
TDS
SM 2540C-
180
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the wIib.tion ange
ND= Not tletected at or above the LOQ N=Re .v I. out of cntena P=The RPD behveen two QC column,e—d. 40%
H = Out of holtlin9 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
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-021
Description: W-09-WG-20190904 Matrix: Aqueous
Date Sampled:09/04/2019 0915
)ate Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date Batch
1 3005A
6020B 1 09/20/20190149 BNW
09/10/2019 1353 28419
2 3005A
6020B 1 09/20/2019 1121 BNW
09/10/20191353 28419
CAS Analytical
Parameter
Number Method
Result O LOO
Units
Run
Aluminum
7429-90-5 6020E
ND 40
ug/L
2
Barium
744039-3 6020B
130 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 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 6020E
ND 5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibration ange
ND= Not tletected at or above the LOQ N= Recovery is out at cntena P=The RPD taftw n two QC column, exceetle 40%
H= Out &hduing 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 82 Page 48 of 82

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: U105087-022
Description: Dup-1-WG-20190904 Matrix: Aqueous
Date Sampled:09104/2019
)ate Received: 09/05/2019
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1
(Sulfate)300.0 5 09117/20192010 GMH
29174
1
(TDS) SM 254OC-2011 1 09/08/2019 2240 MOM
28239
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units Run
Sulfate
300.0
740
5.0
mg/L 1
TDS
SM 2540C-
1700
25
mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmpound exceeded the calibration range
ND= Not tletected at or above the LOQ N=Re .v I. out of cntena P=The RPD behveen two QC column,e—d. 40%
H = Out of holtlin9 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
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: U105087-022
Description: Dup-1-WG-20190904 Matrix: Aqueous
Date Sampled:09/04/2019
)ate Received: 09/05/2019
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3005A 60208 1 09/20/20190155 BNW 09/10/2019 1353 28419
2 3005A 6020B 1 09/20/2019 1127 BNW 09/10/20191353 28419
3 3005A 6020E 10 09/20/2019 1156 BNW 09/10/20191353 28419
CAS
Analytical
Parameter
Number
Method
Result O
LOO
Units
Run
Aluminum
7429-90-5
6020B
170
40
ug/L
2
Barium
7440-39-3
6020B
35
5.0
ug/L
1
Cadmium
7440-43-9
6020E
ND
0.50
ug/L
1
Chromium
7440-47-3
6020E
ND
5.0
ug/L
1
Iron
7439-89-6
6020B
3300
50
ug/L
1
Lead
7439-92-1
6020E
ND
1.0
ug/L
1
Manganese
7439.96.5
6020B
3100
50
ug/L
3
Selenium
7782-49-2
6020E
ND
5.0
ug/L
1
LOO= Limit of Quantitation B= Detected in the method blank E= Quantitation of ..pound exceeded the calibration range
ND= Not tletected at or above the LOQ N= Recovery is out at cntena P= The RPD behvaen lwc QC cclumn,exc..de 40%
H = Out &holtlin9 tlme W = Repotted on wet weight basis
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] w—alreelylab.com
Page 49 of 82 Page 50 of 82

QC Summary
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] -shealylab.com
Page 51 of 82
Inorganic non-metals - MB
Sample ID: UQ28239-001 Matrix: Aqueous
Batch: 28239
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ Units Analysis Date
TDS ND 1 25 mg/L 09/08/2019 2240
LOO = Limit of Ouantioubn 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 star abave 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 52 of 82

Sample ID: UQ28239-002
Batch: 28239
Analytical Method: SM 2540C-2011
Spike
Amount
Parameter (mg/L)
TDS 1500
Inorganic non-metals - LCS
Inorganic non-metals - Duplicate
Matrix: Aqueous Sample ID: U105087-003DU Matrix: Aqueous
Batch: 28239
Analytical Method: SM 2540C-2011
Sample
Result %Rae Amount Result %RPD
(mg/L) Q Dil % Rec Limit Analysis Date Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
1500 1 103 90-110 09/08/2019 2240 TDS 500 510 1 2.0 20 09/08/2019 2240
LOO = Limit of Quemonion 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 et 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 53 of 82
LOO = Limit of Quantionion 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 crlteda
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]—shealylaocom
Page 54 of 82

Inorganic non-metals - Duplicate
Sample ID: U105087-004DU Matrix: Aqueous
Batch: 28239
Analytical Method: SM 2540C-2011
Sample
Amount Result %RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS 260 260 1 1.5 20 09/08/2019 2240
LOQ = Limit of Quentitstion P = The RPD between two GC columns exceeds 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteria
LOD = Limit of Detection ND = Not detected st or 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 55 of 82
Inorganic non-metals - MB
Sample ID: U028449-001 Matrix: Aqueous
Batch: 28449
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ Units Analysis Date
TDS ND 1 25 mg/L 09/10/20191750
LOQ = Limit of Quantionion 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,,Kda
LOD = Limit of Detection ND = Not detected st or above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-shealylaocom
Page 56 of 82

Sample ID: U028449-002
Batch: 28449
Analytical Method: SM 2540C-2011
Spike
Amount
Parameter (mg/L)
TDS 1500
Inorganic non-metals - LCS
Inorganic non-metals - Duplicate
Matrix: Aqueous Sample ID: U105087-007DU Matrix: Aqueous
Batch: 28449
Analytical Method: SM 2540C-2011
Sample
Result %Rae Amount Result %RPD
(mg/L) Q Dil %Rec Limit Analysis Date Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
1500 1 101 90-110 09/10/20191750 TDS 180 170 1 1.2 20 09/10/20191750
LOO = Limit of Quemonion P = The RPD between iwc 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 et 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
Page 57 of 82
LOO = Limit of Quantionion 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 crlteda
LOD = Limit of Detection ND = Not detected at ar abave 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 58 of 82

Inorganic non-metals - Duplicate
Sample ID: U105087-010DU Matrix: Aqueous
Batch: 28449
Analytical Method: SM 2540C-2011
Sample
Amount Result %RPD
Parameter (mg/L) (mg/L) Q Dil % RPD Limit Analysis Date
TDS 1700 1700 1 041 20 09/10/2019 1750
LOQ = Limit of Quentonion P = The RPD between iwc 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
Page 59 of 82
Inorganic non-metals - MB
Sample ID: UQ29105-001 Matrix: Aqueous
Batch: 29105
Analytical Method: 300.0
Parameter Result Q Dil LOQ Units Analysis Date
Sulfate ND 1 1.0 mg/L 09/16/2019 1323
LOQ = Limit of Quantionion P = The RPD between two GC columns exceeds 40% N = Recovery is - of criteria
DL=Detection Limit J= Estimated result< LOD and >DL += RPD Is out of,,Kda
LOD = Limit of Detection ND = Not detected at ar above the LOD
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylaocom
Page 60 of 82

Inorganic non-metals - LCS
Sample ID: UQ29105-002 Matrix: Aqueous
Batch: 29105
Analytical Method: 300.0
Spike
Amount Result % Rae
Parameter (mg/L) (mg/L) Q Dil %Rec Limit Analysis Date
Sulfate 20 20 1 101 90-110 09/16/2019 1401
LOQ = Limit of Quentitation P = The RPD between iwc 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] t—shealylaocom
Page 61 of 82
Inorganic non-metals - MB
Sample ID: UQ29174-001 Matrix: Aqueous
Batch: 29174
Analytical Method: 300.0
Parameter Result Q Dil LOQ Units Analysis Date
Sulfate ND 1 1.0 mg/L 09/17/2019 0926
LOQ = Limit of Quannoffion 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,Hnsla
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]—shealylaocom
Page 62 of 82

Inorganic non-metals - LCS
Sample ID: UQ29174-002 Matrix: Aqueous
Batch: 29174
Analytical Method: 300.0
Spike
Amount Result % Rec
Parameter (mg/L) (mg/L) Q Dil %Rec Limit Analysis Date
Sulfate 20 20 1 101 90-110 09/17/2019 1004
LOQ = Limit of Quentionion P = The RPD between iwc GC columns exceeds 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeda
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
Page 63 of 82
Inorganic non-metals - MS
Sample ID: U105087-006MS Matrix: Aqueous
Batch: 29174
Analytical Method: 300.0
Sample Spike
Amount Amount Result % Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 6.0 20 27 1 103 90-110 09/17/2019 1255
LOQ = Limit of Quantionion P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeha
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]—shealylaocom
Page 64 of 82

Inorganic non-metals - MSD
Sample ID: U105087-006MD Matrix: Aqueous
Batch: 29174
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 6.0 20 26 1 101 1.1 90-110 20 09/17/2019 1314
LOQ = Limit of Quentitation P = The RPD between iwc 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 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 - MS
Sample ID: U105087-007MS Matrix: Aqueous
Batch: 29174
Analytical Method: 300.0
Sample Spike
Amount Amount Result % Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 61 20 80 1 95 90-110 09/17/2019 1430
LOQ = Limit of Quantionion P = The RPD between two GC columns exceeds 40% N = Recovery is o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of criteda
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]-shealylaocom
Page 65 of 82 Page 66 of 82

Inorganic non-metals - MSD
Sample ID: U105087-007MD Matrix: Aqueous
Batch: 29174
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 61 20 80 1 95 0.00 90-110 20 09/17/2019 1449
LOQ = Limit of Quentkation P = The RPD between iwc GC columns exceeds 40% N = Recovery is out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkerl,
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
Page 67 of 82
ICP-MS Metals - MB
Sample ID: U028417-001
Batch: 28417
Analytical Method: 6020B
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 09/10/2019 1353
Parameter
Result
Q Dil
LOQ
Units
Analysis Date
Aluminum
ND
1
40
ug/L
09/19/2019 2038
Barium
ND
1
5.0
ug/L
09/19/2019 2038
Cadmium
ND
1
0.50
ug/L
09/19/2019 2038
Chromium
ND
1
5.0
ug/L
09/19/2019 2038
Iron
ND
1
50
ug/L
09/19/2019 2038
Lead
ND
1
1.0
ug/L
09/19/2019 2038
Manganese
ND
1
5.0
ug/L
09/19/2019 2038
Selenium
ND
1
5.0
ug/L
09/19/2019 2038
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 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]—shealylaocom
Page 68 of 82

ICP-MS Metals - LCS
Sample ID: U028417-002
Batch: 28417
Analytical Method: 6020B
Spike
Amount
Result
Parameter
(ug/L)
(ug/L)
Aluminum
100
100
Barium
100
97
Cadmium
100
94
Chromium
100
96
Iron
1000
890
Lead
100
97
Manganese
100
100
Selenium
100
100
ICP-MS Metals - MS
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 09/10/2019 1353
Sample ID: U105087-001MS
Batch: 28417
Analytical Method: 6020E
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 09/10/2019 1353
Sample
Spike
%Rae
Amount
Amount
Result
%Rec
Q Dil % Rec
Limit
Analysis Date
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil
% Rec
Limit
Analysis Date
1 103
80-120
09/19/2019 2044
Aluminum
180
100
400
N 1
218
70-130
09/19/2019 2056
1 97
80-120
09/19/2019 2044
Barium
24
100
120
1
97
70-130
09/19/2019 2056
1 94
80-120
09/19/2019 2044
Cadmium
ND
100
77
1
77
70-130
09/19/2019 2056
1 96
80-120
09/19/2019 2044
Chromium
ND
100
82
1
82
70-130
09/19/2019 2056
1 89
80-120
09/19/2019 2044
Iron
340
1000
1200
1
91
70-130
09/19/2019 2056
1 97
80-120
09/19/2019 2044
Lead
ND
100
100
1
104
70-130
09/19/2019 2056
1 100
80-120
09/19/2019 2044
Manganese
3800
100
4100
N 20
278
70-130
09/19/2019 2346
1 101
80-120
09/19/2019 2044
Selenium
14
100
100
1
88
70-130
09/19/2019 2056
LOQ = Limit of Quentkation 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 Detection ND = Not detected et 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
Page 69 of 82
LOQ = Limit of Quantitation P = The RPD between two GC columns exceeds 40% N = Recovery ie o of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is ou[ of crkeda
LOD = Limit of Detection ND = Not detected et 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 82

ICP-MS Metals - MSD
Sample ID: U105087-001MD
Matrix: Aqueous
Batch: 28417
Prep Method: 3005A
Analytical Method: 6020B
Prep Dale: 09/10/2019 1353
Sample
Spike
Amount
Amount
Result
% Rec
% RPD
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dif % Rae
% RPD
Limit
Limit
Analysis Date
Aluminum
180
100
390
N 1 204
3.4
70-130
20
09/19/2019 2102
Barium
24
100
120
1 98
0.40
70-130
20
09/19/2019 2102
Cadmium
ND
100
76
1 76
1.8
70-130
20
09/19/2019 2102
Chromium
ND
100
81
1 81
1.2
70-130
20
09/19/2019 2102
Iron
340
1000
1200
1 88
2.0
70-130
20
09/19/2019 2102
Lead
ND
100
100
1 101
2.3
70-130
20
09/19/2019 2102
Manganese
3800
100
4000
N 20 153
3.1
70-130
20
09/19/2019 2352
Selenium
14
100
100
1 88
0.53
70-130
20
09/19/2019 2102
LOQ = Limit of Quentkation P = The RPD between iwc 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 Detection ND = Not detacted st 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]—shealylab.com
Page 71 .1782
ICP-MS Metals - MB
Sample ID: U028419-001
Batch: 28419
Analytical Method: 6020B
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 09/10/2019 1353
Parameter
Result
Q Dil
LOQ
Units
Analysis Date
Aluminum
ND
1
40
ug/L
09/20/2019 0028
Barium
ND
1
5.0
ug/L
09/20/2019 0028
Cadmium
ND
1
0.50
ug/L
09/20/2019 0028
Chromium
ND
1
5.0
ug/L
09/20/2019 0028
Iron
ND
1
50
ug/L
09/20/2019 0028
Lead
ND
1
1.0
ug/L
09/20/2019 0028
Manganese
ND
1
5.0
ug/L
09/20/2019 0028
Selenium
ND
1
5.0
ug/L
09/20/2019 0028
LOQ = Limit of Quanikation 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 crkeha
LOD = Limit of Detection ND = Not detected st 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 72 of 82

ICP-MS Metals - LCS
Sample ID: U028419-002
Batch: 28419
Analytical Method: 6020B
Spike
Amount
Result
Parameter
(ug/L)
(ug/L)
Aluminum
100
80
Barium
100
100
Cadmium
100
95
Chromium
100
91
Iron
1000
890
Lead
100
93
Manganese
100
85
Selenium
100
94
ICP-MS Metals - MS
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 09/10/2019 1353
Sample ID: U105087-015MS
Batch: 28419
Analytical Method: 6020B
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 09/10/2019 1353
Sample
Spike
%Rae
Amount
Amount
Result
%Rec
Q Dil % Rec
Limit
Analysis Date
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil
% Rec
Limit
Analysis Date
1 80
80-120
09/20/2019 0034
Aluminum
350
100
980
N 1
629
70-130
09/20/2019 0046
1 100
80-120
09/20/2019 0034
Barium
86
100
190
1
103
70-130
09/20/2019 0046
1 95
80-120
09/20/2019 0034
Cadmium
ND
100
94
1
94
70-130
09/20/2019 0046
1 91
80-120
09/20/2019 0034
Chromium
ND
100
91
1
91
70-130
09/20/2019 0046
1 89
80-120
09/20/2019 0034
Iron
570
1000
1500
1
96
70-130
09/20/2019 0046
1 93
80-120
09/20/2019 0034
Lead
ND
100
96
1
96
70-130
09/20/2019 0046
1 85
80-120
09/20/2019 0034
Manganese
14
100
100
1
86
70-130
09/20/2019 0046
1 94
80-120
09/20/2019 0034
Selenium
ND
100
92
1
92
70-130
09/20/2019 0046
LOQ = Limit of Quentkation P = The RPD between iwc GC columns exceeds 40% N = Recovery is - of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is out of crkeda
LOD = Limit of Detection ND = Not detected et ar shave the LOD
Note: Calculations are performed before rounding to avoid round-offerrors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylab.com
Page 73 of 82
LOQ = Limit of Quanikation P = The RPD between two GC columns exceeds 40% N = Recovery ie out of criteria
DL = Detection Limit J = Estimated result < LOD and > DL += RPD Is ou[ of crkeda
LOD = Limit of Detection ND = Not detected at ar abave the LOD
Note: Calculations are performed before rounding to avoid round-offerrors in calculated results
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —shealylab.com
Page 74 of 82

ICP-MS Metals - MSD
Sample ID: U105087-015MD Matrix: Aqueous
Batch: 28419 Prep Method: 3005A
Analytical Method: 6020B Prep Dale: 09/10/2019 1353
Sample
Spike
Amount
Amount
Result
% Rec
% RPD
Parameter
(ug/L)
(ug/L)
(ug/L) Q
Dil
% Rae
% RPD
Limit
Limit
Analysis Date
Aluminum
350
100
870 N
1
524
11
70-130
20
09/20/2019 0052
Barium
86
100
190
1
99
1.9
70-130
20
09/20/2019 0052
Cadmium
ND
100
93
1
93
1.0
70-130
20
09/20/2019 0052
Chromium
ND
100
89
1
89
1.8
70-130
20
09/20/2019 0052
Iron
570
1000
1500
1
95
0.52
70-130
20
09/20/2019 0052
Lead
ND
100
95
1
95
1.3
70-130
20
09/20/2019 0052
Manganese
14
100
98
1
85
1.2
70-130
20
09/20/2019 0052
Selenium
ND
100
94
1
94
2.3
70-130
20
09/20/2019 0052
LOQ = Limit of Quentionion P = The RPD between iwc 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 = -it of Detection ND = Not detected st 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]—shealylab.com
Page 75 of 82
Chain of Custody
and
Miscellaneous Documents
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylab.com
Page 76 of 82

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Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] -shealylab.com
Page 77 of 82
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106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] -shealylab.com
Page 78 of 82

SHEALY ENVIRONMENTAL SERVICES, INC.
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylab.com
Page 79 of 82
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106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—shealylab.com
Page 80 of 82

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Page 81 .1782
SHEALY ENVIRONMENTAL SERVICES, INC.
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Sample Receipt Cheeklist (SRCI
Shealy Environmental Services, Inc.
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] W W W.shealylab.com
Page 82 of 82

GROUNDWATER & SURFACE WATER MONITORING SEMI-ANNUAL SUMMARY REPORT —SEPTEMBER 2019
APPENDIX C GROUNDWATER SAMPLING LOGS
www.erm.com Version: 1.0 Project No.: 0502068 Client: R.J. Reynolds Tobacco Co. November 2019
2019-09 Edwards Rd LF Rural Hall GW Report.docx

WATER MATRIX SAMPLING
FIELD DATA FORM ERM
Site Name: Job #:
V
Sample Type: Circle one -(Monitor Well, DPT, Surface Water, Potable WSW; other)
Sample ID:
Date: \
Sampling Personnel: )0 e
Weather Conditions: Sunny, 6artiy Cloud Cloudy,
Rain; Other
Time:
cam-.
Well Type: Flush Surface Completion, 4
tick
Well Tag Present:
No
Well Locked: YY No Lock Present Y "o
Well ID info. on Tag: No
Well Bolted: Yes, No Well Cap:
Yes, No
Well Cap Condition:
®e , Replace, Other;
Well Pad Condition: Good, Cracked, Replace, Other:
Well Locatio Gr
, Asphalt,
Concrete,
Woods, Other;
Additional Comments:
Total Depth of Well (T.D.):
Screen Length:
5, 15,
20
feet -other:
Depth to Water D.T.W : (1)
,b
Well Diameter:
4, 6,
s
Inches -other:
Field Parameters measured with:
Casing Type:
V Steel
other:
Purge Rate: mUmin
Sampling Device.
Per'stal'
onsoon, Grundfos, Bailer, Other:
Tubing Type: Polyethylene, Teflon, Other:
Measuring Point:
T C
other:
Pump Intake (ft below M.P.): 1
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
6 r
Tro
�_e3
at' (a.2
jCo
5,33
I5sb
dro
0
1,
(pro&
74.�
0,y
9
` _ �
0c (D
�1 1,
irk
�-11 3
6'
r
6,
,
,
Official Sampling Date & Time: I h l I q `�
Samples Collected: Analysis Requested: Preservative: Hold Time (days): Lab:
Notes:
(1) - Do not measure depth to bottom of well until after purging and sampling to reduce resuspending (Ines 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.

WATER MATRIX SAMPLING
FIELD DATA FORM
Site Name: YZ- Gz—T- M H Job #:
Sample Type: Circle one -(Monitor Well, DPT, Surface Water, Potable WSW; other)
Sample ID: — ra
Date: '
Sampling Personnel:
Weather Conditions: Sunny, artly Cloudy Cloudy, Rain; Other
Time:
Well Type: jFjush Surface Completion, Stick U om letion
Well Tag Present:
YeV No
Well Locked: Yes No Lock Presen Ye , No
Well ID info. on Tag: a No
Well Bolted: Yes, No Well Cap: Yes, No
Well Cap Conditiomc7o4 Replace, Other;
Well Pad Condition: Good, Cracked, Replace, Other:
Well Locati n: sass Asphalt, Concrete,
Woods, Other;
Additional Comments:
Total Depth of Well (T.D.):
Screen Length:
5, 10, 15, 20
feet -other:
Depth to Water D.T.W : (1) / & t 2 3
Well Diameter:
2 4, s, 8
Inches -other:
Field Parameters measured with:
Casing Type:
Steel
other:
Purge Rate: mUmin
Sampling Device: S,99ristalti
onsoon, Grundfos, Bailer, Other:
Tubing Type: Polyethylene, Teflon, Other:
Measuring Point:
O
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
Criteria2
(gallons)
(see note
below)3
+/-
3%
+/-
0.1 unit
+/-
3%
+/-
10%
+/-
10 mV
+/-
10%"
Official Sampling Date & Time: 7 ILS It q ` o'/ -
Samples Collected: Analysis Requested: Preservative: Hold Time (days): Lab:
Notes:
(1) -Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that maybe resting on the well bottom.
(2) - Stabilization cdteda 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 drawdovm below 0.1 m (0.32 ft).
(4) +/- 10% when turbidity is over 10 NTUs.

WATER MATRIX SAMPLING
FIELD DATA FORM ERM
Site Name: Iz T tzr rZpj Job #:
Sample Type: Circle one -(Monitor Well, DPT, Surface Water, Potable WSW; other)
Sample ID: —
Date:
Sampling Personnel:
q
Weather Conditions: Sunny, artly Cloudy Cloudy,
Rain; Other
Time:
Well Type: Flush Surface Completion, iQQck u itanD
Well Locked: Y , No Lock Present Y , No
Well Tag Present: No
Well ID info. on Tag: No
Well Bolted: Yes, No
Well Cap: Yes, No
Well Cap Condition.
Replace, Other;
Well Pad Condition: Good,
Cracked, Replace, Other:
Well Location: Grass, Asphalt,
Concret oods, Other;
Additional Comments:
Total Depth of Well (T.D.):
')
Screen Length:
5, 15,
20
feet -other:
Depth to Water D.T.W : (1)
Well Diameter:
2 a, s,
s
Inches -other:
Field Parameters measured with:
Casing Type:
P tee[
other:
Purge Rate:
mUrnin
Sampling Device:
Monsoon, Grundfos, Bailer, Other:
Q4W
Tubing Type: Polyethylene, Teflon, Other:
Measuring Point:
TO
other:
Pump Intake (ft below M.P.): 17 t
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
Criteria2
(gallons)
(see note
below)'
+/-
3%
+/-
0.1 unit
+/-
3%
+/-
10%
+/-
10 mV
+/-
10%"
N 13-
0
3
d m
Gl`1o'(Al-Ge`
`dO.
I'Lldo
Q,d
3, � '
, &
G2 M
&
6
4
t LA Icily
6 �
3 ;'�Ca
j
1
v
�) ' I-
ao.
1{c
LL
aJco
ILI i5—
ic7(J
1
ti
&,ltj(}
(p
i,dk
113
6,'4
J14 LIT
1.
0�
130*0
6,267
Official Sampling Date & Time: 13I� w iq'
Samples Collected: Analysis Requested: Preservative: Hold Time (days): Lab:
Notes:
(1) -Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that maybe resting on the well bottom.
(2) - Stabilization criteria based on three most recent consecutive measurements.
(3) - Total drawdown In well to be less than 0.1 m (0.32 it). Purging rate to be lowered as necessary to keep drawdovm below 0.1 in (0.32 n).
(4) +/- 10% when turbidity is over 10 NTUs.

WATER MATRIX SAMPLING
FIELD DATA FORM FR NA
Site Name: h T rzT IZ 14 Job #:
Sample Type: Circle one - (Monitor Well, DPT, Surface Water, Potable WSW; other)
Sample ID: !. i .• 3
Date:
Sampling Personnel: e'
Weather Conditions: Sunny, I CI
Cloudy, Rain; Other
Time:
Well Type: F ush Surface Completion Stick U rnpletion
Well Tag Present:
Ye No
Well Locked: Y No Lock Prese No
Well ID info. on Tag: No
Well Bolted: Yes, N Well Cap:
&Ye]s> No
Well Cap Conditio oo Replace, Other;
Well Pad Condition: Good, Cracked, Replace, Other:
Well Location. Grass Asphalt, Concrete, Woods, Other;
Additional Comments:
Total Depth of Well (T.D.):
Screen Length:
5, 10, 15, C2g feet -other:
Depth to Water D.T.W : 1') .,C)0
Well Diameter:
4, 6, 8 Inches -other:
Field Parameters measured with: vesz
Casing Type:
CVC steel other:
Purge Rate: mUmin
Sampling Device:
Penstaltic Monsoon, Grundfos, Bailer, Other:
Tubing Type: olyethylen , Teflon, Other:
Measuring Point:
C 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%
+/-
0.1 unit
+/-
3%
+/-
10%
+/-
10 mV
+/-
10%4
/�
a 3(C)
)�
t(�
yyyy
' 35-
►�LIU
qt)
6A
3P-7
IqPr
',Pis—
Ms-
0"t a
-Y,&
r to
�?
) 5
03
� �S_
b t.S
tq,;2
11,
4(
.17
S
617
_165
�P.
Official Sampling Date & Time: q l 3 1 1.9 13 S
Samples Collected: Analysis Requested: Preservative: Hold Time (days): Lab:
Notes:
(1) -Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that maybe resting on the well bottom.
(2) - Stabilization criteria based on three most recent consecutive measurements.
(3) - Total drawdown In well to be less than 0.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 ft).
(4)+/- 10%when turbidity is over 10 NTUs.

WATER MATRIX SAMPLING
FIELD DATA FORM
Site Name: RT 4' 14
Sample Type: Circle one - (Monitor Well, DPT, 2urface
Job #:
Water, Potable WSW; other)
e
Sample ID.
Date: q_ _�lq
Sampling Personnel: Rea, 11
1"
Weather Condiitlons.-Sunn Partly Cloudy, Cloudy,
Rain; Other
Time:
Well Type: Flush Surface Completion, tick p__CcjMP1Ietion
Well Tag Present:
es No
Well Locked: 4 es No Lock Prese s No
Well ID info. on Tag:
o
Well Bolted: Yes, No Well Cap: Yes No
Well Cap Conditi
ood, Replace, Other, -
Well Pad Condition: Go Cracked, Replace, Other:
Well Location: rass, phalt,
Concrete,
Woods, Other;
Additional Comments:
Total Depth of Well (T.D.):
Screen Length:
5, 10, 15, 20
feet -other:
Depth to Water D.T.W -. (1)
Well Diameter:
-4, 6,
s
Inches -other:
Field Parameters measured with: K5j ( 2(W
Casing Type:
VC Steel
o her.
Purge Rate: 0 mUmin
Sampling Device:
Peristaltic, Monsoon,
rundfos Bailer, Other:
Tubing Type: olyeth lene, eflon, Other:
Measuring Point:
TOC
other:
Pump Intake (ft below M.P.):
Color: C ,c,�_
Odor:
Yes, No'
Time:
min
Volume
Purged
DTW:
feet
Temp
(ec)
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
S 4
/�'t
5-
qS
o. °(
�2y
zzro
S
C
-9l6
0_w
C6
,7
-?�
32C
o-
—9-
,l
`lam(3
q K
0, y3
_ 7.(-
S,C�
to. (
�11
-3'
0,
_(�, L
/b
z
1q,1?
9,da,3
_3E
_io7.
-��
N, 7
1, o (
� C/
�37
) q. s
z6
Official Sampling Date & Time: �_ &/_( q (/ 1306
Samples Collected: Analysis Requested: Preservative: Hold Time (days): Lab:
((ivo? Z
Zee -
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.

WATER MATRIX SAMPLING -
FIELD DATA FORM
Site Name: R .T 0- T Job #:
Sample Type: Circle one - Monitor Wel DPT, Surface Water, Potable WSW; other)
e
Sample ID: (, J`
Date: 9
Sampling Personnel
Weather Conditions: unny %Partly Cloudy, Cloudy,
Rain; Other
Time:
Well Type: Flush Surface Completion,
'ck_U
letion
Well Tag Present:
as No
Well Locked: es, No Lock Present: Yes No
Well ID info. on Tag: No
Well Bolted: Yes, N9, Well Cap:
Ye , No
Well Cap Condition: Good, Replace, Other;
Well Pad Condition: Good, Cracked, Replace, Other:
Well Location: Grass, Asphalt,
Concret ,
Woods, Other;
Additional Comments:
Total Depth of Well (T.D.): '32
Screen Length:
5, 10, 15, 20
feet -other: 0.
Depth to Water D.T.W : (1) Z-
Well Diameter:
2, 4,
s
Inches -other:
Field Parameters measured with: ,S
F1C11- Goo,
Casing Type:
PVC, ste
other:
Purge Rate: a mUmin
Sampling Device:
Peristaltic, Monsoon
Grundfos, Bailer, Other:
Tubing" of ethylene Teflon, other:
Measuring Point:
TOC
other:
Pump Intake (ft below M.P.):
Color:
Odor:
Yes, clo
Time:
min
Volume
Purged
DTW:
feet
Temp:std
Cc)
H
units
SPC
uS/cm
DO
mg/L
ORP
mV
Turb
NTU
Stabalization
(gallons)
(see noteCriteria2
below)'
3%
unit
3%
10%
10 mV
10%4Comments:
/Y-3
_ l6
Z�I
l` 3
—Z_6�
�SZ
L
z —
(
_ V "
373
p
6. -7
Or �L
ySZ.
J , b
2
3 2 s
0. TT'
Sq.�
s. �
ZD
'J 2
3- 3
Z 6•
zS
S,
6, 7s7
0. /S
7 o
0,
16,
E;
Z'3
0. 19
UU_
SQL
6, Tr
?-3
0.�
6
A',
G. -
0,11
-73,
2G r
Official Sampling Date & Time: %' ��- / 1'� C)
Samples Collected: Analysis Requested: Preservative: Hold Time (days): Lab:
M eras 0 (Vt73 �g
T\)s/s Ic��,
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 in (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 in (0.32 ft).
(4) +/- 10 % when turbidity Is over 10 NTUs.

WATER MATRIX SAMPLING
FIELD DATA FORM ERM
Site Name: tz J R`T tz il-f Job #:
Sample Type: Circle one -(Monitor Well, DPT, Surface Water, Potable WSW; other)
Sample ID:
Date: G/— LY — j I
Sampling Personnel: r; s y, Tit /tee w
�o�l•`
Weather Conditions: Sunny, Partly Cloudy, Cloudy, Rain; Other
Time:
Well Type: Flush Surface Completion, tick Up Completio
Well Tag Present:
Y No
Well Locked: Yes, o> Lock Present: No
Well ID info. on Tag: No
Well Bolted: Yes, RQTIA77Well Cap: No
Well Cap Condition:
Good Replace, Other;
Well Pad Condition: Good, Cracked, Replace, Other:
Well Location: Grass, Asphalt,
Concrete,
Woods, Other;
Additional Comments: 01 low
Total Depth of Well (T.D.):
Screen Length:
5, 10, 15, 20
feet -other:
Depth to Water D.T.W : (1)
Well Diameter:
=61
s
Inches -other:
Field Parameters measured with:
Casing Type:
PVC Steel
other:
Purge Rate: (>D mL/min
Sampling Device:
Peristaltic, Monsoo
Grundfos, ailer, Other:
Tubing Type: Polyethylene, Teflon, Other:
Measuring Point:
TOC
other:
Pump Intake (ft below M.P.):
Color: C-1110fe-:�
Odor:
Yes, No
Time:
min
Volume
Purged
DTW:
feet
Temp
CC)
pH
std units
SPC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria2
(gallons)
(see note
below)'.
+/-
3%
+/-
0.1 unit
+/-
33%�s
+/-
10%
+/-
mV
+/-
10%4
i C 6
7-
/10
O,
S
Li
6 g,
67 o
27
6 ,
' r 6
l BS.0
G 6c,
Z6, -
SIC
�s
z
s, 3
pRk,
I
/5
_(
611
R
-z S
Official Sampling Date & Time: /" �( l A I ('t 6
Samples Collected: Analysis Requested: Preservative: Hold Time (days
(f 013 Zso� c 2
Notes:
(1) -Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that maybe resting on the well bottom.
(2) - Stabilization criteria based on three most recent consecutive measurements.
(3) - Total drawdown in well to be less than 0.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 ft).
(4) +/- 10 % when turbidity is over 10 NTUs.
Lab:

WATER MATRIX SAMPLING
FIELD DATA FORM ERM
Site Name: Iz 7 tom. 'r Cz H Job #:
Sample Type: Circle one onitor We PT, Surface Water, Potable WSW; other)
Sample ID: "— (� q 6q o'
Date: T -I
Sampling Personnel:
Weather Conditions: unny, Partly Cloudy, Cloudy, Rain; Other
Time:
Well Type: Flush Surface Completion, Stick Up Completion
Well Tag Present:
es, No
Well Locked: Yes, o Lock Present: Yes, No
Well ID info. on Tag: No
Well Bolted: Yes, No fj4-.Well Cap: es, No
Well Cap Condit'
Good, Replace, Other;
Well Pad Condition: Good, Cracked, Replace, Other:
Well Location: Grass, sphalt,
Concrete, Woods, Other;
Additional Comments: o�(,` r z
Total Depth of Well (T.D.): 71S l-
Screen Length:
5, 10, 15, 20
feet -other: F0
Depth to Water D.T.W : (1)
Well Diameter:
2 4, s,
s
Inches -other:
Field Parameters measured with: yISJ P,-a / N,46k 2 0()q
Casing Type:
Pv , Steel
other:
Purge Rate: 1411%,00 mL/min
Sampling Device:
Peristaltic, Monsoon Grundfos, ailer, Other:
Tubing Type: Polyethylene, Teflon, Other:
Measuring Point:
TOC
other:
Pump Intake (ft below M.P.):
Color: CA e0Lr
Odor:
Yes, No
Time:
min
Volume
Purged
DTW:
feet
Temp
CC)
pH
std units
SpC
uS/cm
DO
m /L
ORP
mV
Turb
NTU
Comments:
Stabalization
Criteria2
(gallons)
(see note
below)3
+/-
3%
+/-
0.1 unit
+/-
3%
+/-
10%
+/-
10 mV
+/-
10%4
( ° 0
l r6
9.(S—
�1
),
70�0
2,�7
4, -z
- r�'Z
6Lz
0. 67
-li
o
4,41
7(
0.3C
—
0eq3
l
i6.
W '
-1v
v -z. I
rsai
- , r-d '
0
(
10.,3
S-( �
0. Lo
/so's-
,Z
Rr17
3ss'
0, (q
z
. s
3�
ff
`l•7
307,6
Ur (
_ 1 X 1
3S
6,0
q, Z
333
. /6
�/Y3r6
ua
a' 0
9.r
z ,'1
D. l —
-
�.
Official Sampling Date & Time: I q—/ q /X6 q I S
Samples Collect Analysis Requested: Preservative:
Notes:
(1) -Do not measure depth to bottom of well until after purging and sampling to reduce resuspending fines that maybe resting on the well bottom.
(2) - Stabilization criteria based on three most recent consecutive measurements.
(3) - Total drawdown in well to be less than 0.1 m (0.32 ft). Purging rate to be lowered as necessary to keep drawdown below 0.1 m (0.32 ft).
(4)+/- 10%when turbidity is over 10 NTUs.
Hold Time (days): Lab:
2 e,,�y

WATER MATRIX SAMPLING
FIELD DATA FORM ERM
Site Name: K•SK j K (-I- Job #:
Sample Type: Circle one -(Monitor Well, DIRT, Surface Water, Potable WSW; other)
Sample ID: PW — a (® b �d l 09 o -I
Date: - I-/—/ Iq
Sampling Personnel:
Weather Conditions K2unn Partly Cloudy, Cloudy, Rain; Other
Time:
Well Type: Flush Surface Completion Stick Up Completion
Well Tag Present:
Yes, o
Well Locked: Y � No Lock Present: Ye No
Well ID info. on Tag:
Yp No
Well Bolted: Yes, No / Well Cap: Yes, No
Well Cap Condition:
tood,2 Replace, Other;
Well Pad Condition: Good, Cracked, Replace, Other:
Well Location: Grass, Asphalt,
Concrete, Woods, Other, SL! h yt
Additional Comments- NO4
Total Depth of Well (T.D.):
Screen Length:
5, 10, 15,
20 feet -other:
Depth to Water D.T.W : tt) Sr i
Well Diameter:
2, 4:: 6 s Inches -other:
Field Parameters measured with: ��7 lk 2
Casing Type:
P C Steel other:
Purge Rate:'b mL/min
Sampling Device:
Peristaltic, Monsoon �undf s Bailer, Other:
Tubing Type- olye hyl� ene Teflon, Other:
Measuring Point:
TOC
other:
Pump Intake (ft elow M.P.):
Color: el
Odor: Yes, No
Time:
min
Volume
Purged
DTW:
feet
Temp
(°C)
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
►�(KS
s
, ° !
Zo77
77
lS, (,
S-7q
,Q
.�g`
))r3
l6
26
o:
-y _
gt(2-
�5
Q
C
`U
2 0
W
l O
�O
—S2, N
(✓�
Official Sampling Date & Time: 9- �( et / �
Samples Collected: Analysis Requested: Preservative:
A%14((s N No -
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 it). 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
��r'-'1-U%v2�I��9U�{

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