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Groundwater &Surface
Water Monitoring Summary
(fR"Aeynolds Report -September 2022
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
January 2023
Project No.: 0633243
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The business of sustainability

ERM FRN Inc. Telephone: [phone]
Summit Avenue Fa+1 704 624 7928
NC 28203 www.erm.com
January 13, 2023
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 Summary Report— September 2022
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 2022 groundwater and surface water monitoring event associated with the
subject property. Please contact Mr. Scott Snow of R.J. Reynolds Tobacco Company at 336-741-
2236 or me if you have any questions or comments.
Sincerely,
�&�
AL P.G.
Project Manager
Attachments:
Environmental Monitoring Reporting Form
Groundwater and Surface Water Monitoring Summary Report
cc: Mr. Scott Snow - R.J. Reynolds Tobacco Company
Mr. Eric Moser - R.J. Reynolds Tobacco Company
Mr. Brian Wilson - ERM
Mr. Dave Wasiela - ERM

DENR USE ONLY [:]Paper Report ❑Electronic Data - Email CD (data loaded: Yes / No Doc/Event #:
' NC DENR I IEnvironmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
ERM NC, Inc. (consultant)
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Alan Martin
E-mail: alan.martin
Phone:[phone]
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or. 1600) October 20-24, 2006)
R.J. Reynolds Industrial Landfill Edwards Road (S.R. 1903) 34-05 0.0503 September 27-29, 2022
Rural Hall, Forsyth County
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring ❑ Detection Monitoring ❑ Assessment Monitoring ❑X Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑
Groundwater monitoring data from private water supply wells ❑
Leachate monitoring data ❑
Surface water monitoring data
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
Notification attached?
No. No groundwater or surface water standards were exceeded.
X Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, INC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
Alan Martin, PG
Facility Representative Name
Project Manager
January 13,
704-541-8345
(Area Code) Telephone Number
Signature l ` Date
(A�.�
ERM NC, Inc. - 300 Summit Avenue, Suite 330, Charlotte, NC 28203:
Facility Representative Address
�jOUh�>, C Licensed/ Professional Geologist Seal
•jq
NSEO '••,
V •
•
i
•
NC Professional Geologic Corporation # C-470
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
4tkk rj_

Signature Page
January 2023
Groundwater & Surface Water Monitoring
Summary Report - September 2022
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Alan Martifi, PG
Principal Geologist
GAf.:0LI.AC
N$E0
n
AN 0:
ERM NC, Inc.
300 West Summit Avenue, Suite 330
Charlotte, North Carolina 28203
Phone: [phone]
© Copyright 2023 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
Brian Wilson, PG
Partner in Charge
www.erm.com Version: 1.0 Project No.: 0633243 Client: R.J. Reynolds Tobacco Co. January 2023
2022-12 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING CONTENTS
SUMMARY REPORT — SEPTEMBER 2022
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
CONTENTS
1. INTRODUCTION................................................................................................................................1
2. HISTORICAL GROUNDWATER AND SURFACE WATER QUALITY.............................................1
3. SUMMARY OF MONITORING PROGRAM.......................................................................................1
4. DESCRIPTION OF WATER QUALITY CONDITIONS......................................................................3
4.1 Site Hydrogeology................................................................................................................................3
4.2 Groundwater.........................................................................................................................................4
4.3 Surface Water.......................................................................................................................................5
5. PRELIMINARY ANALYSIS................................................................................................................6
6. REFERENCES...................................................................................................................................7
List of Figures
Figure1
Site Location Plan.......................................................................................................................... 8
Figure2
Site Plan.........................................................................................................................................8
Figure 3
Groundwater Flow Directions........................................................................................................8
Figure 4
Groundwater Sampling Results — September 2022......................................................................8
Figure 5
Surface Water Sampling Results — September 2022....................................................................8
Figure 6
Sulfate Isocontour Map - Groundwater..........................................................................................8
Figure 7
Hydrogeologic Conceptual Model..................................................................................................8
Figure 8
Sulfate Trends - Groundwater....................................................................................................... 8
Figure 9
Sulfate Trends — Surface Water.................................................................................................... 8
List of Tables
Table 1 Monitoring Well Construction Details..............................................................................................8
Table 2 Groundwater Elevations..................................................................................................................8
Table 3 Groundwater and Surface Water Sampling Event Summary Data.................................................8
Table 4 Groundwater Field Parameters.......................................................................................................8
APPENDIX A HISTORICAL GROUNDWATER AND SURFACE WATER QUALITY
ANALYTICAL DATA
APPENDIX B LABORATORY DATA SHEETS
APPENDIX C GROUNDWATER SAMPLING LOGS
www.erm.com Version: 1.0 Project No.: 0633243 Client: R.J. Reynolds Tobacco Co. January 2023 Page i
2022-12 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SUMMARY REPORT — SEPTEMBER 2022
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
1. INTRODUCTION
INTRODUCTION
In accordance with the February 4, 2014 Corrective Action Plan (CAP; 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 2022 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 (the "Site"). 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) within
portions of the landfill extents. A Corrective Action Plan (ERM, 2014) prepared with the objectives of
restoring groundwater quality beyond the compliance boundary, mitigating unacceptable impacts to the
adjacent surface waters, and reducing the overall groundwater impacts at the facility was approved by the
North Carolina Department of Environmental Quality (NCDEQ, formerly known as Department of
Environment and Natural Resources) on February 19, 2014. The approved remedy includes source area
contaminant control via the previous installation of the synthetic liner (cap) over the limits of waste, plus
drainage improvements (completed in 2012) to minimize rainfall infiltration, leachate generation and
discharge of constituents to groundwater, to allow intrinsic remediation of affected groundwater.
Groundwater and surface water monitoring has been conducted semi-annually at the Site since 2012,
following completion of the synthetic cap installation and drainage improvements. Routine semi-annual
monitoring transitioned to annual sampling as of 2022, in accordance with the updated Field Sampling
and Analysis Plan (SAP) approved by NCDEQ on May 31, 2022.
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 (2003, Shield
Engineering, Inc.). A revised water quality monitoring plan presented in the February 2014 CAP (ERM)
was approved by NCDEQ on February 19, 2014 and an updated SAP was approved by NCDEQ on May
31, 2022. The current sampling plan is summarized in Section 3. Figure 2 depicts the locations of the
groundwater monitoring wells and surface water sampling locations. 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 27-29, 2022
and are summarized in the following table:
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2022-12 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SUMMARY REPORT — SEPTEMBER 2022
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Annual Sampling and Analvses Plan
SUMMARY OF MONITORING PROGRAM
Analytical Parameters
Sample
Location I.D.
Metals a Total Dissolved
/ Sulfate Solids
(EPA 6020B(EPA 300
7074) .0) (SM 2540C)Parameters
Field b
Groundwater:
W-1
✓ ✓ ✓
✓
W-2
Dry, no sample collected
W-3
✓ ✓ ✓
✓
W-313
✓ ✓ ✓
✓
W-5
W-6
✓ ✓ ✓
✓
W-7
✓ ✓ ✓
✓
W-8
✓ ✓ ✓
✓
W-9
✓ ✓ ✓
✓
PW-1
✓ ✓ ✓
✓
PZ-1 c,e
Dry, no sample collected
PZ-2 c,e
Dry, no sample collected
PZ-3 c,e
Dry, no sample collected
PZ-4 c,e
Dry, no sample collected
PZ-5
Dry, no sample collected
--
PZ-6 d
--
PZ-7 d
--
--
PZ-8 d
--
--
PZ-9 d
-- -- --
--
PZ-10 d
-- -- --
--
Subtotal
8
8
8
8
Surface Water:
SS-01
✓
✓
✓
✓
SS-01+150 d
--
--
--
--
SS-01+550 d
--
--
--
--
SS-01+850 d
--
--
--
--
SS-02
✓
✓
✓
✓
SS-10
--
--
--
--
SS-15
--
--
--
--
SS-20
✓
✓
✓
✓
SS-25
✓
✓
✓
✓
SS-30
✓
✓
✓
✓
SS-40
✓
✓
✓
✓
SS-50
✓
✓
✓
✓
SS-60
Dry, no sample
collected
SS-70
✓
✓
✓
✓
SS-80
✓
✓
✓
✓
SS-90
✓
✓
✓
✓
11
11
11
Subtotal
11
TOTAL
19
19
19
19
'Aluminum, 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-2, PZ-3, PZ-4 and PZ-5 were dry during the September 2022 sampling event.
d Temporary point not included in routine sampling.
2 Analysis for all metals in PZ samples discontinued per NCDWM authorization dated 71912020.
The groundwater and surface water monitoring activities were performed in general accordance with the
techniques presented in the May 2022 SAP. Depth -to -water measurements and groundwater elevations
for available monitoring wells from the September 2022 sampling event are presented in Table 2.
Groundwater flow directions are presented on Figure 3. Groundwater and surface water analytical data
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2022-12 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING DESCRIPTION OF WATER QUALITY CONDITIONS
SUMMARY REPORT — SEPTEMBER 2022
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
from the September 2022 sampling event are presented in Table 3. Field data measurements are
provided in Table 4. Historical analytical data for both groundwater and surface water samples collected
from the Site are presented in Appendix A. Laboratory data sheets for the September 2022 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 2022 sampling event are presented on
Figures 4 and 5, respectively. Figure 6 depicts the isoconcentration contours of sulfates in groundwater
at the site and Figure 7 presents a hydrogeologic conceptual site model and cross-section. Sulfate
concentrations in groundwater and surface water over time are presented graphically on Figures 8 and 9,
respectively.
4. DESCRIPTION OF WATER QUALITY CONDITIONS
The following sections highlight key findings from the analytical results.
4.1 Site Hydrogeology
The Site geology consists of fractured bedrock (gneiss and schist) overlain by partially weathered rock
(PWR) and a mantle of residual soils near the surface. The depth to bedrock beneath the Site generally
ranges from 10 to 50 feet below ground surface (bgs). The shallowest occurrence of groundwater
beneath the ground surface of the Site is within the fractured bedrock zone. In the lower ground surface
elevations of the Site near the streams, groundwater is present within the PWR overlying 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 northeastward toward the nearest regional drainage feature, Town Fork Creek. The depth to
groundwater in the transition zone overlying bedrock ranges from the ground surface at the creeks to
approximately 13 feet bgs in shallow monitoring wells. The depth to water in the bedrock aquifer ranges
from artesian conditions to approximately 110 feet bgs.
Using recent depth -to -water measurements, Site groundwater elevations and hydraulic gradients for the
Site were calculated as summarized below.
Horizontal Hy draulic Gradient - Sa rolite/Partial) Weathered Rock PWR
September 27, 2022
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
16.70
805.98
Leak Creek a
780.0
0
780
25.98
180
0.144
W-3
804.43
6.55
797.88
Leak Creek a
785.5
0
785.5
12.38
80
0.155
Average Hydraulic Gradient
0.150
2 Leak Creek bed elevation represents groundwater discharge line
Based on the September 2022 hydraulic gradients, the groundwater flow rate (seepage velocity) in the
saprolite/PWR aquifer zone was calculated as summarized below.
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2022-12 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SUMMARY REPORT — SEPTEMBER 2022
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
vroundwater Seepage velocity calcination = KI/ne
DESCRIPTION OF WATER QUALITY CONDITIONS
where:
K = hydraulic conductivity 0.080 ft/day (estimated)
i = horizontal hydraulic gradient 0.150 ft/ft (measured)
ne = effective porosity 0.25 estimated
Groundwater Seepage Velocity (Saprolite/PWR) =
_ (0.08) ( 0.150) / (0.25) = 4.80 x 10-2 ft/day
or 17.5 ft/year
The widely spaced locations of the bedrock monitoring wells at the Site do not allow for calculation of the
hydraulic gradient and groundwater flow rate of the bedrock aquifer.
4.2 Groundwater
During the September 2022 groundwater sampling event, eight monitoring wells were sampled utilizing a
low -flow, low -volume sample collection technique. Piezometers PZ-1, PZ-2, PZ-3, PZ-4 and PZ-5 were
dry during the sampling event; therefore, no samples were collected.
Presently, samples from groundwater monitoring wells at the Site contain concentrations of sulfates, total
dissolved solids (TDS), 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 five of the eight groundwater monitoring
well samples in excess of the NC 2L standard. Manganese was detected in six of the eight groundwater
monitoring well samples in excess of the NC 2L standard. Total chromium was detected in the W-08
sample in excess of the NC 2L standard. Selenium was no longer detected in the W-1 groundwater
sample above the NC 2L standard, a decrease from last sampling event. The elevated concentrations of
iron, chromium and manganese in groundwater samples from the Site monitoring wells are likely
attributable to their natural occurrence in groundwater as indicated by historical sample results from
onsite background monitoring wells (W-6 and former W-4). TDS concentrations were detected in three of
the groundwater monitoring well samples in excess of the NC 2L standard. Consistent with the historical
monitoring results, no elevated concentrations of sulfates, metals or TDS were detected in the
groundwater sample collected from off -site monitoring well W-9, located to the southeast and side
gradient of the landfill.
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 2022 groundwater samples were
collected approximately ten years after the cap installation. As graphically depicted in Figure 8, sulfate
concentrations in groundwater samples collected from both the shallow and deep aquifer zones at the
Site since the implementation of the corrective action in 2012 continue to exhibit overall decreasing or
stable trends. The September 2022 monitoring results indicate that only two monitoring well locations
contain groundwater with sulfate concentrations above the NC 2L standard: W-01, screened in the
shallow saprolite aquifer zone, and PW-01, screened across the shallow and bedrock aquifer zone. Prior
to the 2012 cap installation, sulfate concentrations exceeded the NC 2L standard in groundwater at five
monitoring well locations and the inactive water supply well PW-1. The decrease in plume extent over
time and the sustained trend of decreasing sulfate concentrations at the Site show that the corrective
action has been effective for remediating both the lateral extent of affected groundwater in the shallow
saprolite/partially weathered rock aquifer zone and the vertical extent of affected groundwater in the
deeper bedrock aquifer zone.
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2022-12 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SUMMARY REPORT — SEPTEMBER 2022
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
4.3 Surface Water
DESCRIPTION OF WATER QUALITY CONDITIONS
A total of 11 surface water samples were collected during the September 2022 sampling event. The
September 2022 surface water monitoring results indicate there are no surface water quality impacts
directly attributable to the landfill. Concentrations of sulfates and TDS in all of the samples collected
during the September 2022 sampling event were below the applicable North Carolina surface water
standards (NC 213 standards). Iron was present above the applicable NC 213 standard in the SS-50
surface water sample collected upgradient of the landfill, as well as the SS-25 and SS-30 samples
located south of the landfill. Surface water sample SS-20 also contained manganese above the
applicable NC 213 standard. Iron and manganese concentrations in the remaining samples were below
the applicable NC 2B standards. No selenium or chromium were detected in the surface water samples.
Overall, September 2022 surface water quality results confirm that the corrective actions at the Site have
been effective for the remediation of surface water 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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2022-12 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING PRELIMINARY ANALYSIS
SUMMARY REPORT — SEPTEMBER 2022
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
5. PRELIMINARY ANALYSIS
The September 2022 monitoring results demonstrate:
■ Sulfate, TDS, iron, manganese and total chromium in groundwater samples exceed the NC 2L
standards. The elevated concentrations of iron, manganese, and total chromium in groundwater are
likely attributable to their natural occurrence in groundwater.
■ Overall, the groundwater quality data indicate that the concentration trends and area of affected
groundwater have been stabilized or reduced at the Site. Using sulfate as a primary indicator of
landfill -related impacts, the sulfate concentrations in groundwater, both shallow and deep, continue to
show sustained decreasing trends since completion of the landfill cap installation in September 2012.
■ No elevated concentrations of sulfates, metals or TDS have been detected in the groundwater
sample collected from off -site monitoring well W-9, located to the southeast and hydraulically side
gradient of the landfill.
■ Consistent with the historical monitoring results, concentrations of sulfates and TDS in all 11 surface
water samples did not exceed the applicable NC 213 standards. There have been no exceedances of
surface water quality standards downstream of the landfill since the installation of the synthetic
landfill cap in 2012. Iron concentrations above the applicable NC 2B standard were reported three
surface water samples, including SS-50 upgradient of the landfill. Manganese was reported in one
surface water sample above the applicable NC 213 standard. The presence of these metals in the
surface water samples is likely attributable to their natural occurrence in surface water and
groundwater. Chromium and selenium were not detected in the surface water samples.
■ The September 2022 samples were collected approximately ten years after implementation of the
corrective action in 2012 and the monitoring results confirm continued improvement of groundwater
and surface water quality at the Site. The water quality improvements indicate that the cap
installation and the drainage improvements at the landfill are effective remedial measures.
The schedule for annual monitoring activities is summarized below.
Target
Activity Completion Date
Conduct Annual Water Quality Monitoring Event September 2023
Submit Water Quality Monitoring Summary Report to NCDEQ December 2023
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2022-12 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING REFERENCES
SUMMARY REPORT — SEPTEMBER 2022
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-Environ mental
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, FbtmkAlb. 34-05
ERM
2012-10-09
Letter correspondence to NCDENR regarding Groundwater Modelling &
ERM
Water Quality Monitoring, Facility #34-05
2012-11-07
Groundwater Corrective Action Permit Modification Application
ERM
2013-10-01
Groundwater Corrective Action Application and Revised Groundwater
ERM
Modelling Scenarios
2013-10-10
Regulatory approval of Groundwater Corrective Action Application
NCDENR
2013-10-11
Regulatory approval of Construction Quality Assurance for Closure
NCDENR
Modification, Permit No. 34-05
2014-02-04
Corrective Action Plan, Permit No. 34-05
ERM
2014-02-19
Regulatory approval of Corrective Action Plan
NCDENR
2022-05
Field Sampling and Analysis Plan
ERM
Various
Groundwater and Surface Water Monitoring Summary Reports — 2010-
ERM
present
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2022-12 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SUMMARY REPORT — SEPTEMBER 2022
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 2022
Figure 5 Surface Water Sampling Results — September 2022
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 Monitoring Well Construction Details
Table 2 Groundwater Elevations
Table 3 Groundwater and Surface Water Sampling Event Summary Data
Table 4 Groundwater Field Parameters
REFERENCES
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2022-12 Edwards Rd LF Rural Hall GW Report.docx

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E: 1�. �• Il -� ��I i �•"?vl 111 �ti•ti '� �
"7 tee, �' - Y � +'-' f ..'^ I�I LLI r�.' �•{ ��
o
�r
3NJ
�..
Feet` I -
`m
v
Legend
Figure 1
Compliance Boundary ±_ _� Limits of Permit Site Location Map
y Edwards Road Landfill Permit #34-05
R.J. Reynolds Tobacco Co.
ERM NC, Inc.
ERM www.erm.com 1:24,000 1 inch = 2,000 feet Rural Hall, North Carolina
Source: Copyright:© 2013 National Geographic Society, i-cubed Coordinate System: NAD 1983 StatePlane North Carolina FIPS 3200 Feet

N — — —
SS-80
8p0
3
h r SS-90
PZ-4
��� • P'
�II �
.r�.
SS-02
Af
R.J. �P�1 /iCW-1 �O
Reynolds O SS-01+850 _
ss-oI+ bu
B-5
.�
W-3ff,
W-3B Q014 95
B-8 SS-01+150 S nnkl_
B-7 ,
_*4SS-01 Phipps
i
.. 9
SS-30
PZ-2
Phipps
Freeman
E
to
SS-10
r
Don Stewart
o
Hawks
Dave Stewart.,n.
Freedom
Baptist
Don Stewart
Mozelle
Stewart
Churcn
SS-15
�;:�,
n 1:4,320 1 inch = 360 feet
Freedom
Baptist
3
0 180 360 540
Church
1
Feet
_
J
j
Source: NCOmcMap Data Services droagerv, parcels), Forsyth County
GIS Data Download (Streets, buildings)
Sources: Esri, HERE, Garmin, Intermap, increment P Corp..
GEBCO. USGS.. FAO.. NIPS .. NRCAN, GeoBase, IGN, Kadaster NIL, Ordnance Survev, Esri Japan, METI, Esri
China (Hong Konq), (c) OpenStreetMap
contributors, and the GIS User Community
Wagner
O;
O
ry
m'
1—
Wi
UI
J
• .�a ania'
r+�h
R tlrai H all
Legend
63 Saprolite/PWR Monitor Well
O Bedrock Monitor Well
c Abandoned Monitor Well
A Piezometer
E-i Former Soil Boring/Piezometer
V Soil Boring
Surface Water
s�
/ As -Built Landfill Contours (20')
I—j Compliance Boundary
I_, _ Limits of Permit
- Streams
Parcels
Payne
Notes
1. Contour interval is 20-ft.
2. Limits of landfill are approximate based on
Frierson available historic data.
3. Streams estimated based on NC Floodplain
\ Mapping Program, 2008
Figure 2
Site Area Map
Edwards Road Landfill
Permit #34-05
c R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc.
www.erm.com ERM
Coordinate System: NAD 1983 StatePlane North Carolina FIPS 3200 Feet

J L
Beck
1I'l0
i
g00
W-4 W-6
J (879.95)
0,
R. J.
Reynolds
j
r
PW-1
R. J. ' (852.11)
Reynolds
�awg
I♦♦
�a
00
Johnston
PZ-3
W8
(807.52)
° PZ-2
PZ-4 .
an 0
PZ-1 \
�f
-2
(810.41)1/
W-1 °
(805.98) ,
1
OBE
I
1
W-3
(797.88) \
� W-3B r �
(804.32) i . • _
I
� Sprinkle
00 I
Lipka
� r
i
1: —�\ Phipps
(800.40) \
l o ;.
Ken Stewart
M6;
ii"Oen Stewart
/Don Stewart Dave Stewart
I
Hawks 0
Freedom Don Stewart Mozelle v
Baptist Stewart
Church O
Jn 1:4,320
1 inch = 360 eet
Freedom
O 0
a oo
Baptists
Church
i
i
3
0 180 360 540
J
Feet
1
Source: NCOneMap Data Services (Imagerv, parcels), Forsyth County GIS
Data Download (Streets,
buildings) Sources:
Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NES, NRCAN, GeoBase, IGN, Kadaster NIL, Ordnance
Survey, Esri Japan, METI, Esri China
(Hong Konq), (c) OpenStreelMap contributors, and the GIS User Community
Guthrie
Payne
Freeman /�
0 0 �—I
r,
WE
Y
O
XI
m�
Phipps W I
U
L0-1
Payne
X
�r
an�a
Rural Hall
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
Piezometer
Streams
As -Built Landfill Contours (20')
Compliance Boundary
I_', _ ] Limits of Permit
0 Parcels
Regional groundwater flow
f 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)
5. Water Levels measured 27 September 2022.
Figure 3
o Groundwater Flow Direction
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc.
www.erm.com ERM
Coordinate System: NAD 1983 StatePlane North Carolina FIPS 3200 Feet

m
SS-50
W-06 : SCRN-170.00-200.00
W-06-WG-20220928 09/28/2022
_ Aluminum < 100
r. Iron 51.0
hg
Lead < 2.5
- Manganese 3.83
Selenium < 2.5
_ - Sulfate 16,600
Dissolved Solids, Total 234,020
�4t A
I WAI'm
NC 2L Groundwater Standard
Aluminum u /L
3,500
Barium u IL
700
Cadmium u /L
2
Chromium u /L
10
Iron u /L
300
Lead u /L
15
Manganese u /L
50
Selenium u /L)
20
Sulfate (ug/L)
250,000
Dissolved Solids, Total (ug/L)
500,000
W-07 : SCRN-42.00-341.00
W-07-WG-20220928
09/28/2022
Aluminum
344
Iron
1,49
Lead
0.360
Manganese
153
Selenium
< 2.5
Sulfate
12,900
Dissolved Solids, Total
182,000
B-9
0
B-10
0
} B14
jSS-10 ' All
W-08 : SCRN-45.00-65.00
- " - '� ---- - - W-08-WG-20220928 09/28/2022
Aluminum 1,080
Iron 2370
Selenium
Sulfate
Dissolved Solids, Total
SS-80
PZ-3
�i:
�SS-70 PZ-4 Q PZ-2
PZ_5' ssas ss-ao�
O SS-60 � '
SS-65 x PZ-1
'00 wolf ,• I SS-35
�► i %` 1
1ss-02
\ OW-1 SS 01+850
40 4 B-a
B-5 ASS-01+550
4SS-95
B1 SS-01+150
B-7 -
` SS-01
B-121*
1.1
raw A®
_gn SS-25>�
a
SS-15
W-01-WG-20220929
09/29/2022
Aluminum
186
Iron
1,090
Lead
0.385
Manganese
4,190
Selenium
9.43
Sulfate
1,040,000
Dissolved Solids, Total
1 2.200.000
0
W-03 : SCRN-7.00.17.00
W-03-WG-20220928
09/28/2022
Aluminum
< 100
Iron
< 100
Lead
< 2.5
Manganese
573
Selenium
3.11
S
Dissolved Solids, Total
524,000
ulfate 203,000
jcqff
W-03B : SCRN-190.00-210.00
W-03B-WG-20220928
09/28/2022
Aluminum
112
Iron
1,240
Lead
< 2.5
Manganese
243
Selenium
< 2.5
Sulfate
28,700
Dissolved Solids, Total
1 242,000
>
A
�t
Lut Srrh.3nra.
�I
�
F, a r,,l Hill
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
O Abandoned Monitor Well
� Piezometer
� Soil Boring/ Piezometer
1i Soil Boring
Surface Water
Streams
a7
: As -Built Landfill Contours (20')
Compliance Boundary
I_,_J Limits of Permit
Parcels
r
a". Notes
i 1. 120 - Result exceeds applicable standards.
r 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)
5. Metals analyses in piezometer samples
discontinued in September 2020
6. PZ-01, PZ-03, & PZ-04 were dry
7. PZ-05 has been destroyed
�a
f
o
�
o
❑
a
it
O ❑
a °o C5 .
0
n 1:7,200 1 inch = 6Q0 feet 0'
D 0 300 600 900
J Feet
j Source: NCOne Map Data Services (Imagerv, parcels), Forsvlh County GIS Data Download (Streets, buildings) Sources: Esn, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NES, NRCAN, Goo Base, IGN, Kadaster NIL, Ordnance Survey, Esri Japan, METI, Esri China (Hone Konq), (c) OpenStreetMap contributors, and the GIS User Community COordlr
Figure 4
Groundwater Sampling
Results - September 2022
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �b
www.erm.com ERM
m: NAD 1983 StatePlane North Carolina RIPS 3200 Feet

0
SS-50
SS-50-WS-20220927
09/27/2022
Aluminum
129
Chromium
< 5.0
Iron
1,010
Lead
0.405
Manganese
72.1
Selenium
< 2.5
Sulfate
2,570
Dissolved Solids, Total
77,000
SS-70
SS-70-WS-20220927
09/27/2022
Aluminum
81.6
Chromium
< 5.
Iron
544
Lead
< 2.
Manganese
45.5
Selenium
< 2.
Sulfate
6,740
Dissolved Solids, Total
100,000
SS-80
SS-80-WS-20220927
09/27/2022
Aluminum
104
Chromium
< 5.0
Iron
545
Lead
< 2.5
Manganese
48.8
Selenium
< 2.5
Sulfate
15,800
Dissolved Solids, Total
108,000
PZ-3
W_I
SS-70 PZ-4 O
W-7 PZ-5 SS-75 ..'.
t O SS-60' ,
SS-65
Vol40
SS-80
SS-40
SS-90
SS-90-WS-20220927
09/27/2022
Aluminum
71.5
Chromium
< 5.0
Iron
323
Lead
< 2.5
Manganese
14.3
Selenium
< 2.5
Sulfate
34,700
Dissolved Solids, Total
165,000
�t
Lut Srrh.3nra.
F, a r,,l Hall
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
/ O Abandoned Monitor Well
SS-90 A Piezometer
N Soil Boring/Piezometer
a 1i Soil Boring
V
SS-40
SS-40-WS-20220927
09/27/2022
Aluminum
95.9
Chromium
< 5.0
Iron
156
Lead
2.5
Manganese
15.8
Selenium
< 2.5
Sulfate
63,400
Dissolved Solids, Total
230,000
22
'A
1.0
So
L5
L1
2.5
00
00
1:7,200 a 1 inch = Q00 feet O
0 300 600 900CD
Feet C� G'
J
- - P o
1 Source: NCOneMap Data Services (Imagery, parcels), Forsyth County GIs Data Download (Streets, buildings) NCDOT GIS Unit
Sources: Esri. HERE. Garmin. IntermaD. increment P Corn.. GEBCO. USGS. FAO. NPS. NRCAN. GeoBase. IGN. Kadaster NL. Ordnance Survev. Esri Jaoan. METI. Esri China lHona Kona). (c) ODenStreetMaD contributors. and the GIS User Communitv
A
Surface Water
Streams
— As -Built Landfill Contours (20')
Compliance Boundary
_j Limits of Permit
Parcels
Notes
1. 120 - Result exceeds applicable standards.
.n� 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)
Figure 5
Surface Water Sampling
Results - September 2022
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �b
www.erm.com ERM
m: NAD 1983 StatePlane North Carolina RIPS 3200 Feet

n
Sulfate Concentrations - Most Recent
n Monitoring Wells Piezometers
Date
Sulfate
u /L
W-08
09/28/2022
55,500
W-07
09/28/2022
12,900
W-01
09/29/2022
1,040,000
PW-01
09/28/2022
671,000
W-06
0912812022
16,60
W-03
09/28/2022
W-03B
09/28/2022
�28,70]0
W-09
09/27/2022
Date
Sulfate
u /L
PZ-02
09/23/2020
24,000
PZ-04
04/01/2020
37,000
PZ-05
04/06/2021
19,000
PZ-01
03/07/2016
110,000
NC Groundwater & Surface Water Standard = 250,000 ug/L.
Previous sample collected from PZ-03 = 18,000 ug/L.
See tables and appendices for additional results.
"PS
Surface Water
Date
Sulfate
u /L
SS-80
09/27/2022
15,800
SS-90
09/27/2022
34,700
SS-75
09/08/2015
41,000
SS-70
09127/2022
6,740
SS-40
09127/2022
63,400
SS-65
09108/2015
44,000
SS-60
10121/2021
13,000
SS-35
09108/2015
170,000
SS-02
09127/2022
70,700
SS-50
09127/2022
2,570
SS-95
02124/2020
160,000
SS-01
09127/2022
44,200
SS-25
09127/2022
3,640
SS-20
09/27/2022
4,130
SS-30
09/27/2022
65,700
L'k ,
900
JJ i
Johnston
eoo
SS-80
`,, (15,800) SS-90
O W-08 (34,700Jim
JLSS-70 ... (551,500) SS -do .
+'O .
o°
Payne
Freeman
r►
' (203,000)SW-03B •
0 ❑ , 8,700)
R. J. A� 2
Reynolds ' SS-01 . Phipps
` �1(441200)
O SS-20 SS-25 W-09 \
1000 Lipka +(4,130) +(3,640) (149200) Phipps
O SS-30 Ken Stewart
v (65,700) ^�
Ken Stewart
Don
Stewart ------Dave-
o Don Stewart j
o !1`
'Stewart
Hawks
Mozelle
Stewart\ -
Freedom -
0p6 Baptist
Church
Freedom
Baptist
Church
SS-02
F4 (70,700)
R. J. IV ( r--i W-011.'
Reynolds 1� QPW-,1 Q(1,040,000) Guthrie
(671,000)
00
W-06 , , ..: _10 Sprinkle
Frier�on
nwnens ,
P�
'000
o R � � a
y A ��1_ .
1:7,200 1 inch = &00 feet m gp0 HAW
L G R
0 300 600 900 r, ANTON
Feet o �- - --. RD �g00'1 9p0 900
tf _
1 Source: NCOneMap Data Services 0magerv, parcels), Forsyth Countv GIS Data Download (Streets, buildings) Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NIPS. NRCAN, GeoBase, IGN, Kadaster NIL, Ordnance Survev, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIs User Community
�t
N-, �[
Luc $rth-VN-N'
a,
RLJl,_fl Hall
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
O Abandoned Monitor Well
z�, Piezometer
0 Soil Boring/Piezometer
Surface Water
Water Supply Well
Streams
As -Built Landfill Contours (20')
Cjcompliance Boundary
I_ _ "Limits of Permit
Parcels
Sulfate Isoconcentration
Contours
> 250,000 ug/L
> 750,000 ug/L
Notes
1. Contour interval is 20-ft.
2. Limits of landfill are approximate based on
available historic data.
3. Streams estimated based on NC Floodplain
Mapping Program, 2008
4. 120 - Result exceeds applicable standards.
5. All concentrations in micrograms per liter
(ug/L)
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
m: NAD 1983 StatePlane North Carolina FIPS 3200 Feet

900
#.• '
850 i#:'o i:••• + r�.—r � r�i r t 1 , r,` • , '�. �'.6.: '.
'r�� i• i--` ' �tii—.`,;'} r-yeti �:'.::'.:.�
Qnn
750
c
° 700
R
m
W 650
irk
r .. ....... IINM-
12,900
Unnamed
Tributary #:uaprolite
0
:..:..
t0
r
1
13,000
♦ ♦ ►-
Synthetic Cap Installation
Completed 3Q2012
0
a �A. 0!
Landfill
W-3B is Leak
artesian Creek
MIm .'i::':':#:'� ��::•:.°.::"a #::- #:: L- r 1 �' 850
`, �-i•d �: �•:o:;: �� fin _ _,ti r
.. .��r r r_`.r- �:;:,. to ;:#�;:e-;.�' _:. .� �r `•r-r r r rs �r 'r 800
♦ `. �r +rr+�+r,'rr,�., .,+�/. ..... •����::: '::::. �.'. �.: •-: ,y �.rw++, r� r,+rf,vfr.rF,rf+vrr• , +—r�.rr,r,.
203,000'«'`r=y .' 44, 00V'~ =• `
750
�, r,fir,• ,,•, ir,•, r�ir,+, r'ir,+, r'i ++,. ♦♦.i—
IV
g�e. 700
i - act4 •�e � �FJ - ,
600
'-
Bedrock
'3S @?' �♦ •
28,700
;;
550
�r
tj
,^♦
.r,.+r�, r,•,r�. r,•�r�•r,r,r�•r,r,r ,r,+�r .+r�rr.r�.�rr•F,•�rr, r,•,r�. r,r�r�•r,r,r�•r,r,r
,r++err..+. err. r,.�rr+r,•,r'� •, r�..
450
,
♦
,
♦
♦
♦
♦
400
0 125 250 375 500 625 750 875 1000 1125 1250 1375
1500 1625 1750 1875 2000 2125 2250 2375 2500
2625
2750 2875
W4 Wfi
O
A
SSI]0 PZ4 O W4 PZ2'`
W-1 4� pp9 ,�
SS.75 '
/ O PZ��
SS.0 . 1
SS- J- 000 '� r 1, Pz- i�
�r+ ss.35
w � W-z �J !PW-1 W 1
SS-o1.8s0
B4 l
.� Ba
G7I
B4 7
1 Nil
~ y
r1
ss-zo sZ21
0 325 650
! Feet [W Sa0
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
z� Piezometer
El Soil Boring/ Piezometer
Soil Boring
4 Surface Water
Regional Groundwater Flow
=Compliance Boundary
r_;: ,Limits of Permit
Sulfate Concentrations - Most Recent
Monitoring Wells Piezometers
Date
Sulfate
(u /L
W-08
0912812022
55,500
W-07
0912812022
12,900
W-01
0912912022
1,040,000
PW-01
0912812022
671000
W-06
1 09/28/2022
1 16 600
W-03
09/28/2022
203,000
W-03B
09/28/2022
28,700
W-09
09/27/2022
14 200
Date
Sulfate
(ug/L)
PZ-02
09/23/2020
24,000
PZ-04
04/01/2020
37,000
PZ-05
04/06/2021
19,000
PZ-01
03/07/2016
110,000
NC Groundwater & Surface Water Standard = 250,000 ug/L.
Previous sample collected from PZ-03 = 18,000 ug/L.
See tables and appendices for additional results.
A'
1000
0 950
900
Surface Water
14,200 650
600
550
500
450
400
3000
Date
Sulfate
(ug/L)
SS-80
09/27/2022
15,800
SS-90
09/27/2022
34,700
SS-75
09/08/2015
41,000
SS-70
09/27/2022
6,740
SS-40
09/27/2022
63,400
SS-65
09/08/2015
44,000
SS-60
10/21/2021
13,000
SS-35
09/08/2015
170,000
SS-02
09/27/2022
70,700
SS-50
09/27/2022
2,570
SS-95
02/24/2020
160,000
SS-01
09/27/2022
44,200
SS-25
09/27/2022
3,640
SS-20
09/27/2022
4130
SS-30
09/27/2022
65,700
Local Groundwater
Flow
_ Local Perched
Water Flow
Bedrock Fracture
Water Level
Well Details
_ Casing
® Screen
Subsurface Details
Landfill
_ Confining Unit
Saprolite
Bedrock
Bedrock
Notes:
1. ? - Estimated / Assumed
2. Vertical Exaggeration = 2:1
4.1 inch = 250 feet
3. 120 - Result exceeds
applicable standards.
4. All concentrations in micrograms
per liter (ug/L)
Figure 7
Hydrogeologic
Conceptual Model
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
Environmental Resources Management �b
WWW.erm.com ERM
ystem: NAD 1983 StatePlane North Carolina FIPS 3200 Feet

ug/L MONITORING WELL W-1
4,500,000
SAPROLITE AQUIFER Synthetic cap
4,000,000 installed 3Q2012
3,500,000
3,000,000
2,500,000
2,000,000
1,500,000 =
r
1,000,000 -
500,000
0 A&M A&M
I'll, 111P I'll, 11011
"9L MONITORING WELL W-313
1,200,000
1,000,000
800,000
600,000
400,000
200,000
0
BEDROCK AQUIFER
GW E
>804.53
Synthetic cap
nstalled 3Q2012
e`' a� e°j o^ os o`' o� o°' ^^ ^° ^' ^� ^°
^° ^9 ^° ryo do �o ,yo ,yo ryo do �yo ,yo ,yo
'9` MONITORING WELL W-8
350,000
300,000
250,000
200,000
150,000
100,000
50,000
0
^^
�O
A MSL ug/L
MONITORING WELL W-2
AMSL ug/L
MONITORING WELL W-3
tt
AMSL
815 4,000,000
818 1,600,000
Synthetic cap
805
Synthetic cap
814 3,500,000
SAPROLITE / PWR AQUIFER
installed 3Q2012
816 1,400,000
SAPROLITE / PWR AQUIFER
installed 3Q2012
804
813
814
803
3,000,000
1,200,000
812
A.
812
802
811 2,500,000
1,000,000
810
801
810 2,000,000
800,000
808
800
809
1,500,000
600,000
-;
-
806
799
808
1,000,000
400,000
-
804
798
807
806 500,000
t_ -
YJ�jI�\
802 200,000
' -
797
805 0
800 0
796
41 0`1
4, e", 41 OP 11 111
1
^°joo
^''0L 11110 ^°'°P 19 �y°^O 1y 1y �y°^6 '°"b IyP IP&I,
1190
1101` ^°',? 111,6 111'0 ti°°o 1011
lee 10^o 101", ti°^b �y°^0 101'0 le 1°111
%mSL
BACKGROUND MONITORING WELL W-4 & W-6
AMSL
MONITORING WELL W-7
AMSL
810 800,000 888 250,000
BEDROCK AQUIFER Synthetic cap
809 700,000 installed 3Q2012
886
808 600,000 W-4: 1995-2003 -6: 2003-Present 200,000
884
807
500,000
806 882 150,000
400,000
805
$$O
300,000 - L 100,000
804
803 200,000 878
50,000
802 100,000 AK 876
801 0 874 0
ti°^^
%mSL MONITORING WELL W-9 AMSL MONITORING WELL PW-1
812 350,000
810 300,000
808 250,000
SAPROLITF AOUIFFR
Synthetic cap
installed 3Q2012
810 3,500,000
808 3,000,000
806 2,500,000
806 200,000
804 2,000,000
804 150,000
802 1,500,000
802 100,000
800 1,000,000
800 50,000
798 500,000
798 0
796 0
ti° e° ll e° e° ao 00 oti o° ob oo
^9 19 r�9 r�0 r�1^0 ry0 �O 4O 1O �O
LEGEND NC2L GW STD NC213 SW STD
FIGUI
Sulfates
250,000 ug/L 250,000 ug/L SULFATE TRENDS - GROUNDWATER
❑ Total Dissolved Solids 500,000 ug/L 500,000 ug/L NC, Inc. EDWARDS ROAD LANDFILL - PERMIT # 34-05
Groundwater Table Elevation (above Mean Sea Level) vT -erm-cam E M RURAL HALL, NORTH CAROLINA
841
840
839
838
837
836
835
834
833
832
ft
AMSL
866
864
862
860
858
856
854
852
850

ug/L SURFACE WATER SS-01
1,400,000
1,200,000
1,000,000
800,000
600,000
400,000
200,000
0
900 0�' A 9°'�0°'�'9Q 0°.�`0°'S9°j60°70°'00°00p000 00`LOO Opp'0050060010000090r00�'`O^`ti0`30 Or�hOOO'10r�0O00ry00� O�` .O(y'3
� n^� n�� n�^^ ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti
ug/L SURFACE WATER SS-30
AAA AAA
350,000
300,000
250,000
200,000
150,000
100,000
50,000
0
009 0r�0 0^� 0^1 0^13 0.�b 0^5 0r�0 0r�A 0^0 0.�9 0ry0 0ry� 0��L 0r1^�
ti ti ti ti ti ti � ti ti ti ti ti ti ti ti
ug/L
250,000
200,000
150,000
100,000
50,000
SURFACE WATER SS-70
ug/L SURFACE WATER SS-02
1,000,000
Synthetic cap
900,000 installed 3Q2012
800,000
700,000
600,000
500,000
400,000 - -----
300,000
200,000
100,000
0
"6
�OgO
�O9ry
�09b ^006 ^000 (L000 ry00ry 4,4, 40 'PO
10
40
19
ug/L
SURFACE WATER SS-40
800,000
Synthetic cap
700,000
installed 3Q2012
600,000
500,000
400,000
300,000
200,000
100,000
0
ell,
011,
ti ti ti ti ti ti ti ti ti
ti
ti
ti ti
ug/L
300,000
250,000
200,000
150,000
100,000
50,000
0 "
00 0 ', �3 b 0 ^6 A 0 O O L o
yo yo yo yo do yo ,yo yo yo do yo yoti Doti yoti yoti
LEGEND
NC2L 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
0
09 ^0 �ti � ' �b ^h ^6 �� �0 N° do ti� ti� ti0
,y0 ry0 �O ry0 �O �O ry0 ry0 ,y0 ' f r10,y0 ,y0
SURFACE WATER SS-80
ug/L SURFACE WATER SS-25
180,000
160,000
140,000
120,000
100,000
80,000
60,000
40,000
20,000
0
no ,yo 11 no 10do do 111 ,yo ,yo ION,Iyo ,yo ,yoti �yoti ,yoP 10`ti
ug/L
SURFACE WATER SS-60
800,000
Synthetic cap
installed
700,000 3Q2012
600,000
500,000
400,000 I I I I
300,000
200,000 V AA
100,000
V __7 NEON
,p p 'O
ug/L SURFACE WATER SS-90
60Q0n^
500,0
400,0
300,0
200,000
100,000
Synthetic cap
installed 3Q2012
0,
,yo ,yo ,yo ,yo ,yo ,yo ,yo ,yo ,yo ,yo ,yo ,yo ,yo

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

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 1 of 3
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
867.63
21.5
10
7
7
190
13
405
20
17
17
210
23.5
Bedrock
Saprolite
Saprolite/PWR
Saprolite/PWR
Bedrock - Artesian
Bedrock
Date
Depth to Water
(ft BTOC)
Groundwater
Elev (ft MSL)
Depth to Water
(ft BTOC)
Groundwater
Elev (ft MSL)
Depth to Water
(ft BTOC)
Groundwater
Elev (ft MSL)
Depth to Water
(ft BTOC)
Groundwater
Elev (ft MSL)
Depth to Water
(ft BTOC)
Groundwater
Elev (ft MSL)
Depth to Water
(ft BTOC)
Groundwater
Elev (ft MSL)
2006-10-19
11.59
811.09
13.32
813.98
7.54
796.89
Artesian
2007-04-27
10.88
811.80
13.96
813.34
6.98
797.45
Artesian
2007-11-19
13.29
809.39
16.08
811.22
7.78
796.65
Artesian
2008-04-30
12.84
809.84
14.68
812.62
7.04
797.39
Artesian
2009-04-30
--
--
13.23
809.45
15.18
812.12
7.12
797.31
Artesian
2009-10-12
72.00
848.66
14.53
808.15
17.50
809.80
7.63
796.80
-1.22
805.54
10.08
857.55
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
859.25
2010-10-11
--
--
12.04
810.64
15.85
811.45
6.99
797.44
-0.89
805.21
9.73
857.90
2011-01-05
--
--
11.97
810.71
13.53
813.77
6.88
797.55
-0.98
805.30
9.67
857.96
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
858.13
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
859.78
2011-10-17
--
--
12.55
810.13
15.18
1 812.12
7.24
797.19
-1.36
805.68
--
--
2012-02-06
64.96
855.70
11.97
810.71
13.52
813.78
6.52
797.91
Artesian
--
2012-03-16
--
--
11.95
810.73
15.45
811.85
6.64
797.79
Artesian
2012-09-24
66.03
854.63
11.93
810.75
15.36
811.94
4.87
799.56
Artesian
2013-04-17
65.80
854.86
11.98
810.70
14.03
813.27
4.51
799.92
Artesian
2013-09-10
66.75
853.91
13.01
809.67
15.75
811.55
3.45
800.98
Artesian
2014-04-07
56.15
864.51
11.74
810.94
16.76
810.54
3.29
801.14
Artesian
2014-09-03
67.28
853.38
14.37
808.31
16.65
810.65
3.29
801.14
Artesian
2015-04-02
64.75
855.91
13.29
809.39
13.93
813.37
3.78
800.65
Artesian
2015-09-08
--
--
--
--
--
--
--
--
--
--
--
--
2015-09-10
65.49
855.17
15.18
807.50
17.01
810.29
4.20
800.23
Artesian
2016-03-08
62.75
857.91
12.42
810.26
13.32
813.98
2.80
801.63
1 Artesian
2016-09-06
67.21
853.45
14.92
807.76
16.68
810.62
3.31
801.12
Artesian
2017-03-27
65.34
855.32
15.50
807.18
15.33
811.97
3.89
800.54
Artesian
2017-09-25
65.50
855.16
16.02
806.66
16.89
810.41
3.32
801.11
Artesian
2018-03-05
66.00
854.66
16.10
806.58
11.90
815.40
4.45
799.98
Artesian
2018-09-12
65.44
855.22
15.88
806.80
16.95
810.35
4.24
800.19
Artesian
2019-03-19
61.00
859.66
11.20
811.48
6.23
821.07
1.88
802.55
0.00
804.32
2019-03-20
--
--
--
--
--
--
--
--
--
--
--
--
2019-09-03
65.50
855.16
15.05
807.63
16.23
811.07
3.19
801.24
0.00
804.32
2020-02-13
67.61
853.05
10.31
812.37
5.03
822.27
2.98
801.45
0.21
804.11
2020-02-18
67.00
67.02
853.66
853.64
11.76
11.80
810.92
810.88
6.11
6.12
821.19
821.18
3.24
3.24
801.19
801.19
0.07
0.08
804.25
804.24
2020-02-24
66.70
853.96
12.81
809.87
6.13
821.17
3.38
801.05
0.20
804.12
2020-03-04
66.82
853.84
12.29
810.39
6.29
821.01
3.43
801.00
0.21
804.11
2020-03-31
66.38
854.28
13.28
809.40
13.23
814.07
3.43
801.00
1.05
803.27
2020-09-22
67.42
853.24
15.02
807.66
15.38
811.92
3.81
800.62
0.50
803.82
2021-04-05
63.90
856.76
11.65
811.03
9.64
817.66
2.35
802.08
0.20
804.12
2022-09-27
68.55
852.11
16.70
805.98
16.89
810.41
6.55
797.88
0.00
804.32
Notes:
NE = Not Established Artesian condition - Value represents water level above permanent TOC. Measured via temporary standpipe installed on permanent casing.
MSL = above mean sea level
BTOC = Below Top of Casing
PWR = Partially Weathered Rock
BGL - Below ground level

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 3
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
200
341
65
259
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
1
--
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
1 94.71
836.87
54.74
806.93
109.84
801.54
2012-03-16
99.05
881.66
--
--
--
--
--
--
2012-09-24
99.63
881.08
96.05
835.53
55.47
806.20
110.26
801.12
2013-04-17
99.04
881.67
95.80
835.78
57.40
804.27
108.62
802.76
2013-09-10
98.86
881.85
94.71
836.87
54.20
807.47
110.23
801.15
2014-04-07
98.23
882.48
95.26
836.32
54.01
807.66
110.86
800.52
2014-09-03
98.93
881.78
94.90
836.68
52.78
808.89
110.68
800.70
2015-04-02
99.45
881.26
94.52
837.06
56.22
805.45
110.50
800.88
2015-09-08
--
--
--
--
58.22
803.45
110.50
800.88
2015-09-10
99.51
881.20
95.23
836.35
--
--
--
--
2016-03-08
98.62
882.09
93.95
837.63
59.01
802.66
110.06
801.32
2016-09-06
98.90
881.81
94.05
837.53
53.19
808.48
110.11
801.27
2017-03-27
99.10
881.61
94.41
837.17
56.00
805.67
109.90
801.48
2017-09-25
99.68
881.03
95.01
836.57
56.96
804.71
109.30
802.08
2018-03-05
99.94
880.77
94.60
836.98
60.60
801.07
110.30
801.08
2018-09-12
100.05
880.66
94.83
836.75
61.60
800.07
110.33
801.05
2019-03-19
--
--
--
--
--
--
--
--
--
--
--
--
2019-03-20
98.59
882.12
92.07
839.51
58.35
803.32
110.06
801.32
2019-09-03
99.46
881.25
92.98
838.60
52.28
809.39
109.54
801.84
2020-02-13
93.41
887.30
91.72
839.86
53.37
808.30
--
--
2020-02-18
99.14
99.12
881.57
881.59
92.08
92.09
839.50
839.49
53.34
53.33
808.33
808.34
2020-02-24
99.13
881.58
92.25
839.33
53.45
808.22
2020-03-04
99.14
881.57
92.23
839.35
53.49
808.18
--
--
2020-03-31
99.00
881.71
91.81
839.77
52.99
808.68
110.00
801.38
2020-09-22
100.05
880.66
92.60
838.98
51.12
810.55
100.00
811.38
2021-04-05
99.60
881.11
89.00
842.58
49.22
812.45
100.00
811.38
2022-09-27
100.76
879.95
89.30
842.28
54.15
807.52
110.98
800.40
Notes:
NE = Not Established
MSL = above mean sea level
BTOC = Below Top of Casing
PWR = Partially Weathered Rock
BGL - Below ground level

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Monitor Well ID
PZ-06
PZ-07
PZ-08
PZ-09
PZ-10
TOC Elevation
834.3
833.7
830.7
834.6
839.9
Start Screen Depth
1.5
1.5
2
1.5
1
End Screen Depth
3.5
4.5
5
4.5
4
Geologic Unit
Fill SoillSaprolite
Fill SoillSaprolite
Fill SoillSaprolite
Fill SoillSaprolite
Fill SoillSaprolite
Date
Depth to Water
(ft BTOC)
Groundwater
Elev (ft MSL)
Depth to Water
(ft BTOC)
Groundwater
Elev (ft MSL)
Depth to Water
(ft BTOC)
Groundwater
Elev (ft MSL)
Depth to Water
(ft BTOC)
Groundwater
Elev (ft MSL)
Depth to Water
(ft BTOC)
Groundwater
Elev (ft MSL)
2006-10-19
--
--
--
--
--
--
--
2007-04-27
--
--
--
--
--
--
--
2007-11-19
--
--
--
--
--
--
--
2008-04-30
--
--
--
--
--
--
--
2009-04-30
--
--
--
--
--
--
--
2009-10-12
--
--
--
--
--
--
--
2010-04-19
--
--
--
--
--
--
--
2010-10-11
--
--
--
--
--
--
--
2011-01-05
--
--
--
--
--
--
--
2011-02-28
--
--
--
--
--
--
--
2011-04-20
--
--
--
--
--
--
--
2011-10-17
--
--
--
--
--
--
--
2012-02-06
--
--
--
--
--
--
--
2012-03-16
--
--
--
--
--
--
--
2012-09-24
--
--
--
--
--
--
--
2013-04-17
--
--
--
--
--
--
--
2013-09-10
--
--
--
--
--
--
--
2014-04-07
--
--
--
--
--
--
--
2014-09-03
--
--
--
--
--
--
--
2015-04-02
--
--
--
--
--
--
--
2015-09-08
--
--
--
--
--
--
--
2015-09-10
--
--
--
--
--
--
--
2016-03-08
--
--
--
--
--
--
--
2016-09-06
--
--
--
--
--
--
--
2017-03-27
--
--
--
--
--
--
--
2017-09-25
--
--
--
--
--
--
--
2018-03-05
--
--
--
--
--
--
--
2018-09-12
--
--
--
--
--
--
--
2019-03-19
--
--
--
--
--
--
--
2019-03-20
--
--
--
--
--
--
--
2019-09-03
--
--
--
--
--
--
--
2020-02-13
Dry
Dry
Dry
Dry
Dry
2020-02-18
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
2020-02-24
Dry
Dry
--
Dry
Dry
9.25
830.64
2020-03-04
8.87
825.40
9.69
824.01
Dry
Dry
8.64
831.25
2020-03-31
8.84
825.43
9.39
824.31
dry
dry
8.70
831.19
2020-09-22
--
--
--
2021-04-05
2022-09-27
Notes:
NE = Not Established
MSL = above mean sea level
BTOC = Below Top of Casing
PWR = Partially Weathered Rock
BGL - Below ground level
Page 3 of 3

TABLE 3
GROUNDWATER AND SURFACE WATER ANALYTICAL RESULTS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
1 of 1
7
N
`0
d H
Sample
E
°
c
c
in -2
Location/ID
Sample Date
Q
U
cn
cn
0 c)
NC 2L Groundwater Standard
3,500
1 10
1 300
1 15
1 50
1 20
1 250,000
1 500,000
NC 213 Surface Water Standard
1 8,000
1 50.1
1 1,000
1 1.49
1 100
1 5
1 250,000
1 500,000
Groundwater Monitoring Wells
PW-01
9/28/2022
< 100
< 5
2,240
< 2.5
2,260
< 2.5
671,000
1,480,000
W-01
9/29/2022
186
< 5
1,090
0.385 J
4,190
9.43
1,040,000
2,200,000
W-2
9/28/2022
Dry, no sample collected
W-03
9/28/2022
< 100
< 5
< 100
< 2.5
573
3.11
203,000
524,000
W-03B
9/28/2022
112
4.29 J
1,240
< 2.5
243
< 2.5
28,700
242,000
W-06
9/28/2022
< 100
5.63
51 J
< 2.5
3.83 J
< 2.5
16,600
234,000
W-07
9/28/2022
344
4.17 J
1,490
0.36 J
153
< 2.5
12,900
182,000
W-08
9/28/2022
1,080
35.9
2,370
0.745 J
60.4
8.61
55,500
171,000
W-09
9/27/2022
< 100
< 5
< 100
< 2.5
< 5
< 2.5
14,200
236,000
PZ-01
9/29/2022
Dry, no sample collected
PZ-02
9/29/2022
Dry, no sample collected
PZ-03
9/29/2022
Dry, no sample collected
PZ-04
9/29/2022
Dry, no sample collected
PZ-05
9/29/2022
Dry, no sample collected
Surface Water
SS-01
9/27/2022
80 J
< 5
164
< 2.5
14.8
< 2.5
44,200
206,000
SS-02
9/27/2022
97.1 J
< 5
180
< 2.5
27.1
< 2.5
70,700
238,000
SS-20
9/27/2022
284
< 5
1,670
0.435 J
141
< 2.5
4,130
85,000
SS-25
9/27/2022
325
< 5
1,070
0.53 J
67.2
< 2.5
3,640
82,000
SS-30
9/27/2022
306
< 5
652
0.505 J
52.9
< 2.5
65,700
258,000
SS-40
9/27/2022
95.9 J
< 5
156
< 2.5
15.8
< 2.5
63,400
230,000
SS-50
9/27/2022
129
< 5
1,010
0.405 J
72.1
< 2.5
2,570
77,000
SS-60
9/27/2022
Dry, no sample collected
SS-70
9/27/2022
81.6 J
< 5
544
< 2.5
45.5
< 2.5
6,740
100,000
SS-80
9/27/2022
104
< 5
545
< 2.5
48.8
< 2.5
15,800
108,000
SS-90
9/27/2022
71.5 J
< 5
323
< 2.5
14.3
< 2.5
34,700
165,000
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

TABLE 4
GROUNDWATER AND SURFACE WATER FIELD PARAMETER RESULTS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
E
0
o
`
N
U)
V
O
x
d
..
Z
M E
O
N
Q L
d
y -1
E++
O
Analyte
CL
S
v
I1
px ao
T
'p E
NC 2L Groundwater Standard
6.5-8.5
NE
NE
NE
NE
NE
NC 213 Surface Water Standard
6.0-9.0
NE
NE
NE
NE
NE
Sample
Location/ID
I Sample Date
Groundwater Monitoring Wells
PW-01
9/28/2022
6.4
15.2
1900
0
25
0
W-01
9/29/2022
6.3
17.7
2870
27
399
1.94
W-03
9/28/2022
6.1
17.5
838
0
400
0.42
W-03B
9/28/2022
7.6
17.6
394
17
29
6.57
W-06
9/28/2022
9.7
16.8
413
0.9
36
7.18
W-07
9/28/2022
7.5
15.8
345
23
27
5.36
W-08
9/28/2022
5.8
23.2
238
10.4
210
6.08
W-09
9/27/2022
11.0
18.0
785
0
-55
0.01
Surface Water
SS-01
9/27/2022
7.5
15.4
372
11.2
185
14.6
SS-02
9/27/2022
7.6
14.9
451
29
185
12.72
SS-20
9/27/2022
7.6
16.4
111
281
110
13.2
SS-25
9/27/2022
7.9
16.1
109
58.3
168
15.2
SS-30
9/27/2022
7.6
15.3
445
62.7
194
11.56
SS-40
9/27/2022
7.3
14.8
490
11.9
188
19.25
SS-50
9/27/2022
7.6
16.5
105
0
131
11.83
SS-70
9/27/2022
7.6
14.8
148
24.6
182
13.8
SS-80
9/27/2022
7.8
14.8
171
10.2
96
12.83
SS-90
9/27/2022
8.3
1 14.8
1 275
0.6
1 118
15.81
Notes:
All concentrations in micrograms per liter (Ng/L) unless otherwise noted.
NE - Not established
Bold with gray background indicates exceedance of applicable NC Groundwater or Surface Water Standard
No freshwater aquatic life standard established for barium, manganese, sulfate, and dissolved solids.
Water Supply criteria presented.
SU - standard units
uS/cm - microsiemens per centimeter
NTUs - Nephelometric Turbidity Unit
my - millivolts
mg/L - milligram/liter
1 of 1

APPENDIX A HISTORICAL GROUNDWATER AND SURFACE WATER
QUALITY ANALYTICAL DATA
www.erm.com Version: 1.0 Project No.: 0633243 Client: R.J. Reynolds Tobacco Co. January 2023
2022-12 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 11
Analyte
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NC 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
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
31
--
130,000
156,000
2,240
5.9
-
--
-
-
-
W-01
7/13/1989
--
100
--
--
--
5
--
--
--
--
--
--
--
--
--
--
W-01
9/24/1990
5,620
189
1 8,900
150
59
--
13,500
185,000
13,000
6.27
19.3
195
--
--
--
W-01
10/24/1991
161
346
150
97
23.9
--
126,000
303,000
12,000
6.24
20.3
425
--
--
--
W-01
3/26/1992
2,850
736
833
1,830
0.32
21.9
38
--
123,000
482,000
14,000
6.62
9.3
682
--
--
--
W-01
9/30/1992
--
120
--
310
32
-
292,000
798,000
5,000
5.87
17.8
1,153
--
--
--
W-01
3/31/1993
364
137
1,130
2,230
13.2
33
-
486,000
1,169,000
33,000
5.49
16.1
1,587
--
--
--
W-01
9/17/1993
28,600
697
3.8
44
59,700
13
3,490
5.1
195
-
565,000
1,643,000
6,000
5.93
18
2,310
--
--
--
W-01
3/30/1994
5,320
545
20
18,800
8
505
6
107
--
633,000
1,680,000
--
5.63
15.2
1,250
--
--
--
W-01
9/30/1994
1,810
22
9,960
4,470
13
19
--
758,000
2,420,000
123,000
6.02
18.1
3,010
--
--
--
W-01
3/31/1995
24,000
1,250
26
53,900
11
1,580
12
115
--
797,000
2,140,000
--
5.89
15.8
2,820
--
--
--
W-01
9/29/1995
7,650
367
4
24
18,800
10
4,020
12
--
--
464,000
2,780,000
4,040
4.49
16.2
3,720
--
--
--
W-01
3/20/1996
149,000
960
50
200
220
--
63
11,400
695
--
2,320,000
2,670,000
8,750
6.48
15
3,060
--
--
--
W-01
9/27/1996
7,110
22,600
7
2,300
51
--
1,320,000
2,970,000
3,810
6.09
19
3,350
--
--
--
W-01
3/29/1997
2,990
--
16
2,340
72
--
1,360,000
2,860,000
6,870
6.01
14
1,890
--
--
--
W-01
9/17/1997
2,940
3
12,900
6
3,680
33
136
--
1,300,000
3,110,000
5,290
6.3
17
3,540
--
--
--
W-01
3/27/1998
2,400
7,830
2,340
16
--
1,060,000
3,040,000
3,640
6.49
19.6
627
--
--
--
W-01
9/30/1998
2,350
5,180
15
2,710
21
--
1,030,000
3,210,000
17,500
6.2
20
1,250
--
6.36
20.8
W-01
9/30/1998
1,250
4,980
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
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
31
--
1,390,000
3,330,000
3,930
--
--
--
--
--
--
W-01
9/15/2000
979
3,200
8
2,930
22
--
1,540,000
3,480,000
13,300
5.82
18
1,040
--
--
--
W-01
3/23/2001
226
1,860
10
3,180
--
1,260,000
3,320,000
6,130
6.2
17
1,090
--
--
--
W-01
10/4/2001
728
2
3,140
9
2,890
37
--
1,420,000
3,380,000
31,000
8
21
3,300
--
--
--
W-01
3/28/2002
1,010
20
3,600
8
3,270
--
48
-
1,220,000
3,310,000
3,430
6.04
15
1,090
--
--
--
W-01 (FD)
3/28/2002
5,450
3,580
--
--
1,050,000
2,920,000
3,430
6.04
15
1,090
--
--
--
W-01
10/3/2002
8,960
2
14,000
8
3,910
51
--
1,330,000
3,210,000
3,190
6.33
18
1,280
--
--
--
W-01
3/25/2003
1,420
2,770
7
3,540
25
--
1,130,000
3,310,000
3,210
6.43
19
910
--
--
--
W-01
10/2/2003
402
414
2,330
5
3,840
--
1,350,000
3,470,000
3,520
5.94
20
3,210
--
--
--
W-01
4/28/2004
1,440
6,890
12
3,920
--
1,350,000
3,580,000
5,130
--
15.1
3,670
--
--
--
W-01
10/26/2004
7,450
21
20,100
10
4,800
--
1,310,000
3,630,000
3,100
-
--
3,510
--
--
--
W-01
4/27/2005
697
2
3,990
10
4,080
--
1,820,000
3,601,000
3,450
--
--
3,610
--
--
--
W-01
10/20/2005
9,030
283
18,400
15
3,920
104
--
790,000
3,520,000
52,000
-
--
2,370
--
--
--
W-01
10/19/2006
214
926
6
4,160
56
--
1,790,000
3,310,000
3,740
--
--
2,120
--
--
--
W-01
4/27/2007
787
1,250
3,550
--
1,300,000
3,390,000
6,350
--
--
4,510
--
--
--
W-01
11/19/2007
186
778
4,080
--
1,950,000
3,430,000
3,950
--
--
3,460
--
--
--
W-01
4/30/2008
291
536
3,870
--
1,920,000
3,410,000
2,990
--
--
3,590
--
--
--
W-01 (FD)
4/30/2008
349
698
3,910
-
1,860,000
3,380,000
2,850
--
--
3,600
--
--
--
W-01
10/29/2008
25.8
0.32
427
4.9
3,990
--
1,640,000
3,310,000
4,950
--
--
3,840
--
--
--
W-01
4/30/2009
30.5
3.44
4.9
599
13.1
4,560
1.44
--
1,890,000
3,370,000
6,060
--
--
3,860
--
--
--
W-01
10/12/2009
98 J
2.9 J
22 J
1
2 J
1.1
410
4,000
0.5 J
280
1,500,000
3,100,000
--
6.1
14.93
4,620
14
87
3.32
W-01
4/20/2010
3,500
130
12
6,000
4,200
--
1,500,000
3,100,000
56,500
6.1
16.5
11,800
57.9
119
W-01
10/11/2010
63 J
6.7
27
0.9 J
300
1.3 J
5,000
33
1.3 J
12
780
1,400,000
3,100,000
--
6.12
20.43
2,990
110
147
W-01
4/22/2011
470
6.8--F-4-3--T
1 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

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 11
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3,500
10
700
2
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1,000
300
15
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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
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
31740
73
130
1 0.64
W-01
3/16/2012
- iuu
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
1
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
11380,000
2,610,000
23,500
6.3
17.49
3,354
8.03
-441.5
0.32
W-01
9/10/2013
117
34
290
4,920
--
1,370,000
2,900,000
27,600
6.19
22.49
3,067
7.29
49.4
0.29
W-01
4/7/2014
156
--
24.8
--
360
4,750
-
--
--
--
1,160,000
2,850,000
32,300
6.22
11.9
3,406
7.87
374.4
1.46
W-01
9/4/2014
--
5.9
--
297
4,600
-
61.2
-
--
--
1,450,000
2,950,000
--
6.15
19.97
2,940
6.1
83.7
0.75
W-01 (FD)
4/1/2015
126
--
21
--
300
4,540
-
53.7
-
--
--
1,210,000
2,710,000
-
--
--
--
--
--
--
W-01
4/3/2015
212
--
24.5
-
500
5.3
4,510
-
50.4
-
--
--
1,260,000
241,000
-
6.37
17.91
2,676
5.09
76.9
0.66
W-01 (FD)
4/3/2015
126
--
21
-
300
4,540
-
53.7
-
--
--
1,210,000
2,710,000
-
6.37
17.91
2,676
5.09
76.9
0.66
W-01
9/10/2015
330 J
--
38
1 J
0.88 J
-
850
4,900
-
-
--
--
1,200,000
2,700,000 E
6.37
22.97
3,220
0
225
1.13
W-01
3/8/2016
< 1,000
--
37
0.24
-
2,000
5,300
-
28
-
--
--
1,200,000
2,600,000
-
6.35
20.5
3,176
8.29
63.1
0.38
W-01
9/8/2016
--
22
0.38
-
1,400
4,800
-
-
--
-
1,100,000
2,500,000
-
6.8
22.3
2,905
1.8
-1.5
0.8
W-01
3/29/2017
280
--
39
-
1,900
5,100
-
4.1 J
--
--
--
1,200,000
2,600,000 E
6.38
18.7
3,060
9.7
142.5
0.34
W-01
9/27/2017
190 B
--
32
-
860
5,200
--
--
--
-
1,200,000
2,700,000
-
6.44
22.9
3,020
5.6
139
0
W-01
3/6/2018
930
--
56
1.8 J
-
7,200
2.4
4,700
-
5.6
--
--
--
1,200,000
2,600,000
-
6.59
12.7
3,182
28
260
0.38
W-01
9/12/2018
--
26
-
920
5,200
-
--
--
--
1,200,000
2,700,000
-
6.19
23.8
2,949
2.53
74.5
0.6
W-01
3/19/2019
--
20
-
1,300
3,100
--
11
--
--
--
940,000
2,200,000
-
6.31
14.9
2,740
1.39
-109.6
0.67
W-01
9/3/2019
180
--
24
-
340
3,800
-
14
--
--
--
970,000
2,200,000
-
6.11
20.8
2,553
5.63
-1.2
0.26
W-01
3/31/2020
180
--
29
-
450
4,000
-
18
--
--
--
970,000
2,200,000
-
6.35
14.4
2,635
6.01
45.4
0.3
W-01
9/24/2020
73
--
24
s
-
950
3,700
-
26
-
--
-
1,000,000
2,400,000
-
6.62
16.5
2,517
4.56
-61.8
0.62
W-01
4/5/2021
400 S
--
31
-
1,200
3,600 S
17 S
-
--
--
770,000
1,600,000
-
6.56
23.77
25,800
0
220
0.4
W-01
10/21/2021
41
-
22
< 5
-
290
3,600
-
22
-
--
-
1,100,000
2,200,000
-
6.59
17.79
2.73
1.6
175
0.04
W-01
9/29/2022
186
-
--
--
-
1,090
0.385 J
4,190
--
9.43
-
--
--
1,040,000
2,200,000
-
6.26
17.73
2,870
27
399
1.94
W-02
1/16/1990
--
210
''0
-
--
--
0.2
--
-
--
--
--
6.1
--
--
--
--
--
W-02
9/24/1990
850
219
8.3
1
1,400
9,900
--
-
41,000
533,000
14,000
6.17
16.7
717
-
-
-
W-02
10/24/1991
169
82
10
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
< 20
38,400
16
--
--
--
1,860,000
2,611,000
12,000
5.83
13.8
2,880
-
-
-
W-02
9/30/1992
--
---
-
--
--
21,300
--
--
1,320,000
2,525,000
6,000
6.06
17.9
2,670
-
-
-
W-02
3/31/1993
417
177
1,280
7.6
53
40
-
600,000
948,000
2,000
5.64
15.2
167
-
-
--
W-02
9/17/1993
5,650
508
3.8
79
34,700
12
22,300
62
--
1,570,000
3,350,000
12,000
6.41
20.8
4,030
-
-
-
W-02
3/30/1994
18,700
2,770
3
76
50,900
34
2,400
25
--
200,000
555,000
--
5.72
16
1,640
-
-
--
W-02
9/30/1994
21,400
942
37
58
362
13
3,710
88
-
415,000
969,000
15,900
6.23
18.3
1,440
-
-
-
W-02
3/31/1995
45,000
1,710
78
58
5,050
28
3,660
172
--
155,000
460,000
--
6.24
13.7
930
-
-
--
W-02
9/29/1995
109,000
3,950
30
209
142
206,000
68
3,750
5
292
-
379,000
944,000
7,370
5.58
16.4
1,345
-
-
-
W-02
3/30/1996
66,500
1,250
12
105
78
96,600
44
3,610
183
--
12,600
127,000
4,680
5.61
14
316
-
-
--
W-02
9/27/1996
89,100
1,510
< 2
1
8.8
150,000
15
3,060
98
--
--
373,000
9,220
7.04
21
840
-
--
-
W-02
3/29/1997
64,400
1,100
20
102
72
98,000
47
2,500
150
-
1,010,000
2,020,000
10,800
6.44
14
1,300
-
-
--
W-02
9/17/1997
56,500
1,620
13
87
88
99,900
35
20,200
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
-
116,000
1,130,000
6,340
6.83
19.9
743
--
-
-
W-02
9/30/1998
15,400
518
39
34
28,800
22
15,000
60
-
762,000
3,380,000
15,700
6.4
21
753
-
-
--
W-02
3/31/1999
2,380
852
45
35
47,000
21
6,920
73
--
26,300
262,000
1,410
6.2
18
126
-
-
--
W-02
9/29/1999
9,700
296
36
26,900
9
203
-
293,000
458,000
15,300
6.19
20
182
-
-
--
W-02
3/16/2000
12,700
434
28
25
19,400
2,160
28
--
281,000
642,000
1
7,360
--
-
--
-
--
--
W-02
9/15/2000
5,490
508
1,600
7
1,140
--
93,400
374,000
1,890
6.63
19
1 170
--
I --
--

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 3 of 11
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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
3/23/2001
2,600
4,740
6
234
37
--
26,300
173,000
6,820
6.5
18
270
-
W-02
3/28/2002
17,900
47
46
45,300
16
3,030
--
88
--
23,400
219,000
11,900
6.72
14
140
--
--
--
W-02
10/3/2002
--
--
--
--
--
--
--
--
--
-
-
--
--
--
--
--
I --
--
--
--
--
--
--
W-02
3/25/2003
6,070
264
8,420
115
25
--
14,400
118,000
5,290
6.11
18
140
--
--
--
W-02
10/2/2003
4,630
277
10,900
8
11,100
--
1,270,000
3,380,000
7,780
6.11
20
3,020
--
--
--
W-02
4/28/2004
3,600
11,000
6
2,630
36
--
233,000
634,000
8,130
--
14.4
1,460
--
--
--
W-02
10/26/2004
30,200
2,140
9
112
83
65,600
21
5,080
144
--
1,710,000
3,800,000
7,220
--
--
3,690
--
--
--
W-02
4/27/2005
2,750
10
'150
6
9,150
8
8,950
26
--
1,260,000
2,868,000
13,800
--
--
3,170
--
--
--
W-02
10/20/2005
9,380
-
377
2
20
203
26,200
9
6,800
116
--
1,510,000
1,700,000
22,000
--
--
1,110
--
--
--
W-02
10/19/2006
3,630
8,080
6
1,900
44
--
749,000
1,210,000
8,990
--
--
1,050
--
--
--
W-02
4/27/2007
46,500
451
2
0
55,900
--
--
46
--
1,570,000
2,800,000
9,010
--
--
1,880
--
--
--
W-02
11/19/2007
51750
< 250
12,000
8
3,030
--
1,330,000
1,310,000
9,710
--
--
1,330
--
--
--
W-02
4/30/2008
- 250
4,450
5
334
72
--
246,000
330,000
7,260
--
--
609
--
--
--
W-02
4/30/2009
5,170
10
268
13.9
11.3
12,500
11.8
441
37.5
--
10,400
157,000
7,570
-
--
93.7
--
--
--
W-02
10/15/2009
30,000
13
1,600
4.8
110
67
200,000
36
3,400
42
410
--
--
--
--
6.37
15.88
900
30
-145
1.21
W-02
4/20/2010
430
180
490
2,400
--
830,000
1,900,000
48,800
8.02
13.81
1,880
411
15
5.88
W-02
10/11/2010
2,300
2.4 J
240
0.68 J
8.7
11 J
6,600
1.7 J
2,300
11
--
210
660,000
1,400,000
--
6.33
17.02
1,340
712
46
3.99
W-02
4/22/2011
170
2.3
150
1.8
2,100
4,000
14
33
760,000
1,700,000
8,600
--
--
--
--
--
W-02
10/17/2011
2,180
113
6.1
2,710
4,020
5.8
365,000
842,000
18,700
--
--
--
--
--
--
W-02
3/16/2012
2,540
122
6.1
3,270
45.4
30,000
153,000
7,700
6.52
16.14
1,144
8.4
-8.6
5.75
W-02
9/24/2012
2,020
119
3,910
2,870
430
276,000
2,030,000
--
--
--
--
--
--
--
W-02
4/18/2013
192
339
182
425
56,800
149,000
5,000
--
--
--
--
--
--
W-02
4/18/2013
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
6.48
16.73
261
--
97.2
7.37
W-02
9/10/2013
451
315
676
21
--
44,600
135,000
10,200
--
--
--
--
--
W-02
4/7/2014
1,800
--
291
-
2,450
18.8
--
--
--
--
37,000
7,600
5.79
10.79
247
54.9
252
4.81
W-02
9/4/2014
5,930
--
183
6.3
--
7,950
163
--
--
--
--
39,000
182,000
--
5.53
20.05
168
28.2
126.4
3.08
W-02
4/3/2015
114
--
255
--
148
--
--
--
--
43,900
134,000
--
7.62
16.31
256
8.74
19.8
6.94
W-02
9/10/2015
6,800
--
220
9.5 J
--
8,800
93
--
--
--
--
18,000
190,000 B
--
5.29
22.4
155
30
272
1.38
W-02
3/8/2016
860
--
280
--
1,300
29
--
--
--
--
41,000
130,000
--
5.68
21.2
193.1
29.7
136.2
5.59
W-02
9/8/2016
1,900
--
190
--
3,200
31
--
--
--
--
14,000
230,000
--
6.6
17.15
116
--
101
1.91
W-02
3/29/2017
140
--
220
--
200
2.5 J
--
--
--
--
46,000
100,000 B
--
7.01
15.2
294.3
5.76
206.2
6.94
W-02
9/27/2017
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
5.55
21.15
114
22
176
0
W-02
3/6/2018
100
--
230
--
150
7.4
--
1.3 J
--
--
--
47,000
130,000
-
6.21
10.6
185
7.47
220
3.7
W-02
9/12/2018
380
--
170
--
530
6.5
--
--
--
--
24,000
99,000
-
5.68
19.7
184
27.6
120.7
2.16
W-02
3/19/2019
230
--
150
--
320
11
--
--
--
--
28,000
94,000
-
5.29
10.9
125.7
9.39
142.3
0.69
W-02
9/3/2019
5,100
--
170
-
4,800
29
--
--
--
--
18,000
160,000
-
5.13
22.3
122
--
53
--
W-02
3/31/2020
970
--
150
--
1,100
20
--
--
--
--
22,000
82,000
--
5.52
13.1
100.7
19.4
83.9
2.57
W-02 (FD)
3/31/2020
990
--
150
--
1,300
20
--
--
--
--
22,000
76,000
--
--
--
--
--
--
--
W-02
9/24/2020
2,600
--
190
--
4,300
370
--
--
--
--
19,000
130,000
--
5.59
17
127.2
10.4
-35.1
2.41
W-02
4/5/2021
120
--
120
--
92
83
--
--
--
14,000
75,000
--
6.88
18.25
990
52.7
163
1.48
W-03
1/16/1990
--
300
--
--
--
--
--
--
--
--
7
--
--
--
--
--
W-03
9/6/1990
--
8,990
20
810
--
--
330
--
0.5
5.9
--
--
--
--
--
6.7
--
--
--
--
--
W-03
9/21/1990
2,170
134
8.1
2,000
80
--
8,500
174,000
12,000
6.52
16.2
238
--
--
--
W-03
10/23/1991
213
149
240
330
116
--
214,000
12,000
6.7
19.7
207
--
--
--
W-03
3/25/19921
119
--
22,500
136,000
10,000
6.12
13.1
307
--
--
--

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 4 of 11
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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
9/29/1992
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
55
--
14,900
163,000
2,000
5.53
15.7
207
--
--
--
W-03
9/17/1993
9,460
444
2.8
71
20,700
10
173
106
--
12,000
207,000
2,000
6.23
18.3
282
--
--
--
W-03
3/30/1994
4,420
259
24
10,700
150
264
107
--
17,000
180,000
5.74
15.9
180
--
--
--
W-03
9/30/1994
25,400
485
26
67
32,000
17
526
86
--
193,000
26,100
6.28
18
202
--
--
--
W-03
3/31/1995
31,300
466
27
55
36,400
25
430
186
--
133,000
206,000
6.64
12.7
220
--
--
--
W-03
9/29/1995
55,400
813
7
51
122
70,100
42
1,020
183
--
139,000
302,000
1,320
5.42
15.4
245
--
--
--
W-03
3/30/1996
17,100
436
2
20
46
25,900
19
409
100
--
19,500
217,000
3,410
5.61
13
285
--
--
--
W-03
9/27/1996
11,200
257
16,400
15
235
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
51
--
21,100
223,000
7,860
6.57
12
153
--
--
--
W-03
9/17/1997
32,200
478
4
27
67
40,200
24
590
280
--
88,900
262,000
1,290
6.9
16
366
--
--
--
W-03
3/27/1998
12,200
491
21,300
604
--
19,100
248,000
1,260
6.06
19.9
542
--
--
--
W-03
9/30/1998
4,150
5,690
151
39
--
5,050
238,000
1,340
6.8
20
276
--
--
--
W-03
3/31/1999
2,380
3,930
126
73
--
26,300
262,000
1,410
6.2
18
126
--
--
--
W-03
9/29/1999
2,130
4,230
90
--
27,300
272,000
1,710
6.77
19
315
--
--
--
W-03
3/16/2000
11,700
356
35
15,700
7
334
16
36
--
17,800
193,000
2,630
--
--
--
--
--
--
W-03
9/15/2000
6,590
323
26
9,900
11
309
17
--
20,900
187,000
1,530
6.69
18
390
--
--
--
W-03
3/23/2001
828
1,020
9
45
23
--
27,400
175,000
1,560
6.7
17
310
--
--
--
W-03
10/4/2001
3,640
6,020
8
221
13
--
24,700
186,000
3,200
6.13
17
200
--
--
--
W-03
3/28/2002
1,720
2,820
100
-
--
38,500
203,000
1,450
6.71
14
470
--
--
--
W-03
3/28/2002
2,370
2,820
100
17
--
25,600
177,000
--
--
238
--
--
--
W-03
10/3/2002
8,770
387
22
16,400
450
35
--
58,200
231,000
1,020
8.12
19
210
--
--
--
W-03
3/25/2003
15,300
362
26
23,800
8
622
45
--
42,600
194,000
6.19
19
210
--
--
--
W-03
10/2/2003
2,460
646
4,080
212
--
28,300
199,000
6.67
17
243
--
--
--
W-03
4/28/2004
1,490
2,820
80
13
--
1,350,000
171,000
--
14.6
225
--
--
--
W-03
10/26/2004
2,370
3,490
129
17
--
25,600
177,000
--
--
238
--
--
--
W-03
4/27/2005
874
1,580
66
16
40
--
34,400
192,000
740
--
--
277
--
--
--
W-03
10/20/2005
3,500
252
107
4,230
72
30
71
--
44,000
218,000
18,000
--
--
317
--
--
--
W-03
10/19/2006
553
277
1,020
37
48
--
70,400
237,000
690
--
--
330
--
--
--
W-03
4/27/2007
262
708
--
--
89,400
251,000
1,510
--
--
388
--
--
--
W-03
11/19/2007
124
263
156
65
--
53,000
293,000
860
--
--
403
--
--
--
W-03
11/19/2007
139
254
158
12
65
--
64,200
278,000
880
--
--
402
--
--
--
W-03
4/30/2008
261
148
94
--
91,000
331,000
760
--
--
470
--
--
--
W-03
10/29/2008
274
0.33
10.6
216
3.3
124
0.1
95.5
5.15
--
96,000
360,000
1,040
--
--
571
--
--
--
W-03
4/30/2009
442
368
638
8.5
61.6
154
68.2
--
199,000
399,000
940
--
--
603
--
--
--
W-03 (FD)
4/30/2009
571
268
2.5
332
7.1
30.8
153
32.4
--
203,000
389,000
1,070
-
-
617
--
--
--
W-03
10/12/2009
26 J
2.7 J
160
0.9 J
16 J
0.08 J
150
740
140,000
430,000
--
5.88
15.2
--
8.6
121
2.82
W-03
4/20/2010
870
280
940
49
100
--
100,000
380,000
9,000
5.96
12.52
644
23.2
264
3.74
W-03
10/11/2010
110
1.3 J
21 J
1.6 J
77
20
790
89,000
310,000
--
5.89
18.03
497
6.7
256
1.39
W-03
4/21/2011
2.1
140
210
6.7
100
850
120,000
330,000
1,000
5.8
13.07
399
299
3.68
W-03
10/18/2011
380
195
262
22.1
102
1,100
360,000
413,000
7,700
6.85
17.47
764
6.3
128
1.76
W-03
3/16/2012
97.5
101
10.2
112
5.8
1,700
220,000
1,070,000
7,800
5.51
14.27
755
1.4
125.8
2.36
W-03
9/24/2012
87.4
49.1
51.9
1,000
418,000
719,000
--
5.81
17.76
1,110
1.6
521
W-03
4/18/2013
56.2
75.7
29.6
844
401,000
852,000
10,600
5.74
13.98
1,146
1.11
-443.1
0.54
W-03
1 9/10/20131
45.8
1
98.4
20
--
447,000
852,000
9,290
5.88
18.91
959
1.13
221.7
0.44
W-03
1 4/7/2014
--
39.8
--
1
88.4
--
20.4
--
--
--
338,000
796,000
1 10,100
5.85
10.71
1,109
0.71
537.7
2.39

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 5 of 11
Analyte
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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
9/3/2014
--
34
--
135
--
23.4
--
--
--
364,000
895,000
-
5.73
20.62
1,049
2.78
501.6
0.74
W-03
4/2/2015
--
32.8
-
155
-
25
--
--
--
449,000
932,000
-
6.06
1 15.68
960
2.11
327.6
1.48
W-03
9/9/2015
--
38
-
280
--
11 J
--
--
--
530,000
1,000,000 E
5.92
26.15
1,410
0
485
1.02
W-03
3/8/2016
--
30
-
190
170
--
12
--
--
--
320,000
750,000
-
4.98
13.1
1,018
0.62
550
1.5
W-03
9/8/2016
--
29
-
300
320
--
2.7
--
--
--
360,000
840,000
-
6.36
20.8
1,048
0.46
88.2
1
W-03
3/29/2017
15 J
--
43
-
310
290
--
--
--
--
410,000
880,000 B
-
6.32
15.1
1,218
2.22
180.2
0.79
W-03
9/26/2017
13 BJ
--
32
-
190
320
--
--
--
--
390,000
860,000
--
6.29
23.28
1,080
2.9
371
0
W-03
3/6/2018
--
35
-
130
590
--
8.8
--
--
--
520,000
1,100,000
--
6.7
11
149
0.61
481
0.7
W-03 (FD)
3/6/2018
--
34
-
140
550
--
7.6
--
--
--
530,000
1,100,000
--
--
--
--
--
--
--
W-03
9/12/2018
--
26
-
170
510
--
--
--
-
400,000
900,000
-
6.17
20.2
1,131
0.64
195.6
3.2
W-03
3/19/2019
--
28
--
230
180
--
7.4
--
--
--
250,000
600,000
-
6.24
13.5
858
2.04
291
1.77
W-03
9/3/2019
--
27
--
110
--
5.4
--
--
--
200,000
500,000
-
5.96
20.9
680
0.16
177
1.11
W-03
3/31/2020
--
26
--
170
--
9.8
--
--
--
190,000
510,000
--
6.17
12.8
712
0.37
3,819.1
0.89
W-03
9/24/2020
--
29
--
100
120
--
10
--
--
--
150,000
460,000
--
6.24
16.3
648
0.35
129.3
0.7
W-03
4/5/2021
--
28
--
55
32
6.7
--
--
--
110,000
360,000
--
6.51
22.74
5,130
0
318
0.88
W-03
10/20/2021
--
34
--
120
--
--
--
--
120,000
370,000
--
6
17.4
614
0.6
322
0.25
W-03
9/28/2022
--
--
--
--
573
--
3.11
--
--
--
203,000
524,000
--
6.1
17.45
838
0
400
0.42
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
75
--
146,000
627,000
30,000
--
--
550
--
--
--
W-03B
10/19/2006
135
950
5
811
42
--
318,000
750,000
5,240
--
--
739
--
--
--
W-03B
4/27/2007
238
901
1,280
-
475,000
1,050,000
2,570
--
--
1,240
--
--
--
W-03B
11/19/2007
1,170
1,270
--
582,000
101,000
22,600
--
--
1,310
--
--
--
W-03B
4/30/2008
505
1,010
--
570,000
955,000
1,180
--
--
1,270
--
--
--
W-03B
10/29/2008
48
4.9
1,950
946
0.07
10.5
--
305,000
760,000
830
--
--
1,080
--
--
--
W-03B
4/30/2009
42.6
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
0.9 J
330
880
250,000
780,000
--
7.17
14.64
--
14.4
-42
3.4
W-03B
4/20/2010
49
500
970
--
280,000
770,000
11,200
6.75
17.46
2,320
108
-51
0.23
W-03B
10/11/2010
2.4 J
45
0.95 J
500
980
9.9
6 J
140 J
300,000
830,000
--
6.66
17.49
1,010
41.3
-25
W-03B
4/21/2011
2.5
51
970
1,200
12
85
370,000
890,000
1,100
6.63
15.39
956
-72
0.48
W-03B
10/18/2011
52
606
1,320
460,000
1,090,000
9,700
9.49
15.03
1,750
9.4
-86
W-03B (FD)
10/18/2011
50.9
587
1,280
408,000
1,050,000
8,000
9.49
15.03
1,750
9.4
-86
W-03B
3/16/2012
48.5
472
1,560
47.6
559,000
533,000
9,800
6.7
14.5
1,474
2.9
-35
0.79
W-03B
9/24/2012
45.1
537
1,340
27.1
422,000
1,050,000
--
7.14
16.04
1,650
3.6
-26
W-03B
4/18/2013
40.3
397
743
248,000
623,000
16,800
6.64
14.86
961
0
-71
0.47
W-03B
9/10/2013
43.2
258
448
--
120,000
421,000
6,580
7.23
19.33
1,380
9.2
-43
W-03B
4/7/2014
--
46.6
-
772
540
-
--
--
--
123,000
396,000
49,000
6.86
16.07
987
0
-92
0.38
W-03B
9/3/2014
--
48.4
-
321
452
-
12.5
--
--
--
18,100
403,000
--
6.85
16.21
988
1.4
-87
2.01
W-03B
4/2/2015
--
47.8
-
3,070
520
-9--
--
--
--
79,400
415,000
--
7.21
15.95
500
8.5
122.7
0.74
W-03B
9/9/2015
--
42
-
170
570
---
--
--
110,000
390,000 B
--
6.69
27.24
670
0
-7
0.96
W-03B
3/8/2016
--
50
-
680
440
---
--
--
73,000
390,000
--
7.28
13
596.4
6.02
62
0.23
W-03B
9/8/2016
--
45
-
340
380
---
--
--
71,000
380,000
--
7.3
21.35
538
0.44
62
0.7
W-03B (FD)
9/8/2016
--
46
-
350
380
---
--
--
74,000
370,000
--
--
--
--
--
--
--
W-03B
3/29/2017
8.9 J
--
44
-
400
440
--
--
--
110,000
410,000 B
--
7.28
13.7
687
0.58
156.6
0.52
W-03B (FD)
3/29/2017
8.2 J
--
46
-
400
470
1 --
I
I --
--
-
110,000
360,000 B
--
--
--
--
--
--
--

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 6 of 11
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1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-03B
9/26/2017
19 BJ
--
55
--
820
310
--
--
--
--
65,000
370,000
--
7.22
20.23
453
2.7
28
0
W-03B
3/6/2018
--
45
--
210
330
--
--
--
--
100,000
440,000
--
8
10
652
0.1
-28
0.55
W-03B
9/12/2018
--
47
--
240
230
--
--
--
--
61,000
340,000
--
--
23
504
0.18
-36
0.65
W-03B
3/19/2019
--
47
--
650
48
--
--
--
--
39,000
290,000
--
7.18
10.7
459.9
3.63
71.3
3.17
W-03B
9/3/2019
--
42
--
35
--
--
--
--
24,000
260,000
--
7.15
19.1
385
0.39
-11.5
0.59
W-03B
3/31/2020
--
59
--
87
--
--
--
--
23,000
240,000
--
7.53
12.8
400.3
0.2
24.9
0.44
W-03B
9/24/2020
--
54
--
350
120
--
--
--
--
19,000
260,000
--
7.57
16
391.9
0.73
185.3
0.23
W-03B
4/5/2021
--
56
--
130
72
--
--
--
16,000
250,000
--
7.98
20.27
3,130
0
-23
2.91
W-03B
10/20/2021
--
50
--
210
78
--
--
--
--
14,000
230,000
--
7.58
17.09
369
0.4
-18
0
W-03B
9/28/2022
112
--
--
--
4.29 J
--
1,240
243
--
--
--
--
28,700
242,000
--
7.56
17.62
394
17
29
6.57
W-04
4/4/1995
9,720
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
190
--
8,860
212,000
3,190
7.5
18
366
--
--
--
W-04
3/27/1998
3,410
6,250
--
44
--
7,120
226,000
2,690
6.72
19.2
390
--
--
--
W-04
9/30/1998
219
1,610
299
--
6,420
200,000
7,260
5.9
21
322
--
--
--
W-04
3/31/1999
637
2,150
285
--
5,710
202,000
8,530
6.5
16
279
--
--
--
W-04
9/29/1999
127
1,440
5
271
24
--
207,000
2,850
6.38
18
315
--
--
--
W-04
3/16/2000
1,470
298
--
191,000
6,050
--
--
--
--
--
--
W-04
9/15/2000
165
1,090
252
--
5,300
241,000
15,500
6.22
17
310
--
--
--
W-04
3/23/2001
2,750
4
9,910
16
447
28
--
6,530
219,000
5,990
6.4
16
240
--
--
--
W-04
10/4/2001
204
915
7
229
--
186,000
7,800
6.28
20
300
--
--
--
W-04
3/28/2002
1,460
212
--
--
5,160
196,000
1,680
6.18
14
190
--
--
--
W-04
10/3/2002
1,130
237
29
--
5,080
202,000
4,070
6.11
19
280
--
--
--
W-04
3/25/2003
976
212
--
6,050
185,000
1,610
6.17
16
260
--
--
--
W-06
10/2/2003
1,920
268
24
3,220
154
440
--
95,000
466,000
34,000
7.25
19
661
--
--
--
W-06
4/28/2004
1,160
30
26
917
7
37
149
--
370,000
692,000
139,000
--
14.7
937
--
--
--
W-06
10/26/2004
790
89
32
259
12
87
--
116,000
630,000
79,200
--
--
917
--
--
--
W-06
4/27/2005
389
5
56
--
87,500
565,000
13,200
--
--
932
--
--
--
W-06
10/20/2005
40
355.7
60
--
35,400
553,000
27,000
--
--
939
--
--
--
W-06
10/19/2006
529
77
12
66
--
46,400
471,000
29,300
--
--
655
--
--
--
W-06
4/27/2007
2,660
29
2,790
106
168
--
29,500
442,000
8,840
--
--
776
--
--
--
W-06
11/19/2007
627
711
24
38
--
11,200
431,000
8,980
--
--
694
--
--
--
W-06
4/30/2008
37
--
392,000
5,610
--
--
615
--
--
--
W-06
10/29/2008
235
35.8
0.41
6.8
268
9.3
67
--
393,000
4,130
--
--
724
--
--
--
W-06 (FD)
10/29/2008
222
293
1
2.7
460
4.9
84.6
0.16
101
--
98,800
384,000
860
--
--
574
--
--
--
W-06
4/30/2009
139
36.6
7
33.1
2.9
1.5
8.1
33.2
--
10,500
463,000
10,300
--
--
807
--
--
--
W-06
10/12/2009
140
2.3 J
28
5.5
4.3 J
44 J
1.7 J
0.2
17,000 J
380,000
--
10.55
18.86
1,020
33.1
-243
0.16
W-06
4/20/2010
1,700
59
400
14
3,200
87
69
--
16,000
450,000
9,100
10.74
18.92
930
209
-227
0.03
W-06
10/11/2010
320
37
420
19 J
2,800
56
--
120 J
13,000
410,000
--
10.57
17.7
816
35.7
-250
W-06
4/22/2011
260
1.2
33
190
7
1,000
1.3
28
1.1
17
21
16,000
410,000
3,800
11.07
13.85
562
9.6
-189
1.01
W-06
10/17/2011
421
26.9
60.9
89
311
6.8
60.1
11,000
414,000
6,100
--
--
--
--
--
--
W-06
10/18/2011
421
26.9
60.9
89
311
6.8
60.1
--
11,000
414,000
6,100
12.24
18.13
1,040
8.6
-313
0.37
W-06
3/16/2012
221
44.7
8.5
83
10.1
11,400
499,000
5,200
11.16
17.26
845
1.9
-234
0.38
W-06
9/26/2012
202
37.3
23.6
162
14.1
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
21.2
12,200
334,000
4,920
--
--
--
--
--
--

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 7 of 11
Analyte
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10
700
2
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1,000
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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
4/19/2013
--
--
--
18.3
277
6.4
21.2
--
12,200
334,000
4,900
10.44
15.8
620
8.6
-450.5
0.4
W-06
9/11/2013
312
46.9
21.7
397
7.7
19.4
--
12,100
335,000
4,390
10.63
17.85
506
6.87
82.6
0.71
W-06
4/9/2014
154
--
42.2
6.9
141
--
--
--
-
12,400
304,000
4,700
10.85
15.07
634
4.23
-43.1
1.23
W-06
9/5/2014
--
33.7
-
--
--
--
--
11,800
337,000
--
10.81
15.7
637
3.87
-37.4
1.19
W-06
4/2/2015
--
35.4
9.4
--
72.6
--
--
--
--
11,700
314,000
--
10.26
16.31
555
2.62
-142.1
2.74
W-06
9/8/2015
570
--
37
110
--
900
23
--
--
--
--
11,000
280,000
--
10.22
21.3
496
22.7
-59
1.95
W-06
3/9/2016
--
35
18
--
230
--
--
--
--
12,000
270,000
--
10.08
16.4
464.5
7.29
-80.9
0.48
W-06
9/6/2016
62
--
37
--
110
--
--
--
--
9,900
260,000
--
10.1
16.4
754
2
-106
0.7
W-06
3/28/2017
530
--
76
36
--
990
0.5 J
17
--
--
--
--
10,000
220,000
--
9.75
15.5
437.1
9.85
-67.2
0.59
W-06
9/27/2017
220 B
--
41
14
--
220
0.58 J
6.5
--
--
--
--
11,000
270,000
--
9.86
16.8
360
4.48
82
1.26
W-06
3/6/2018
100
--
39
32
--
620
9.4
--
--
--
--
11,000
260,000
--
9.56
11.86
0.399
11.4
-29
1.5
W-06
9/13/2018
2,100
--
200
42
--
2,900
1.6
330
--
--
--
--
57,000
270,000
--
9.9
18.2
475
7.38
124
0.67
W-06
3/20/2019
--
42
5.5
--
100
--
--
--
--
10,000
270,000
--
9.51
15.6
435.2
3.18
80.7
0.68
W-06
9/4/2019
100
--
38
--
100
--
--
--
--
12,000
270,000
--
9.01
19.7
398
--
-109.5
0.37
W-06
4/3/2020
180
--
43
7.2
--
190
5.6
--
--
--
--
10,000
250,000
--
9.4
15.6
397
7.36
-56.6
0.42
W-06
9/24/2020
120
--
40
7.8
--
230
--
--
--
--
9,000
290,000
--
9.29
15.6
386.7
6.13
-76.9
0.75
W-06
4/5/2021
240
--
51
18
--
490
8.4
--
--
--
9,000 S
270,000
--
9.65
17.38
372
1.8
16
4.83
W-06
10/21/2021
320
--
61
10
--
540
16
--
--
--
--
10,000
260,000
--
9.75
15.75
434
10.2
22
1.32
W-06
9/28/2022
--
--
--
5.63
--
51 J
3.83 J
--
--
--
--
16,600
234,000
--
9.71
16.81
413
0.9
36
7.18
W-07
1/6/2011
--
--
110
--
200
120
--
--
--
--
9,300
200,000
--
7.1
15.4
298
5.2
83
2
W-07
4/21/2011
92
80
520
160
44
6,600
190,000
7.26
15.24
301
12
0.62
W-07
9/25/2012
318
77.3
628
173
6,200
206,000
--
8.09
15.07
403
18.2
46
W-07
4/18/2013
403
140
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
W-07
9/6/2016
260
--
130
--
1,800
53
--
--
--
--
9,800
89,000
--
7.1
16.8
206
20.5
89
3.1
W-07
3/28/2017
500
--
130
28
--
3,600
0.93 J
110
--
--
--
--
8,900
160,000 B
--
6.92
15.3
280.2
42.9
12.3
1.9
W-07
9/27/2017
2,200 B
--
100
11
--
4,400
0.99 J
800
--
--
--
--
5,400
160,000 B
--
7.53
16.32
281
9.24
50
0.5
W-07 (FD)
9/27/2017
200 B
--
71
4.1 J
--
1,100
0.67 J
93
--
--
--
--
5,400
230,000
--
7.53
16.32
281
9.24
50
0.5
W-07
3/5/2018
240
--
73
7.9
--
1,600
0.43
220
--
--
--
--
5,600
210,000
--
7.25
13.82
341
29.4
16
1.22
W-07
3/6/2018
240
--
73
7.9
--
1,600
0.43 J
220
--
--
--
--
5,600
210,000
--
--
--
--
--
--
--
W-07
9/12/2018
310
--
81
9.6
--
2,800
190
--
--
--
--
6,300
210,000
--
7.3
17.7
327
56.3
32.4
0.74
W-07
9/12/2018
310
--
81
9.6
--
2,800
190
--
--
--
--
6,300
210,000
--
--
--
--
--
--
--
W-07
3/20/2019
96
--
100
--
1,400
29
--
--
--
--
11,000
180,000
--
6.5
15.7
267
21.3
134.7
2.28
W-07 (FD)
3/20/2019
140
--
110
--
1,600
32
--
--
--
--
11,000
180,000
--
6.5
15.7
267
21.3
134.7
2.28
W-07
9/4/2019
280
--
78
--
1,800
150
--
--
--
--
6,000
220,000
--
6.75
15.4
322
26.1
-73.3
0.27
W-07
4/2/2020
130
--
75
6.1
--
1,200
72
--
--
--
--
5,400
190,000
--
7.34
13.8
339.2
31.1
0.5
0.36
W-07
9/24/2020
99
--
130
5.9
--
1,500
37
--
--
--
--
11,000
180,000
--
6.97
15.1
208.1
17.6
-81.6
4.21
W-07
4/5/2021
1,900
--
100
22
--
5,300
99
--
--
--
11,000
140,000
-
6.41
17.08
166
29.4
323
7.19
W-07
10/21/20211
140
--
130
--
870
29
--
--
--
--
12,000
130,000
-
6.33
15.9
186
8.5
206
4.12
W-07
9/28/2022
344
--
--
--
4.17 J
--
1,490
0.36 J
153
--
--
--
--
12,900
182,000
--
7.5
15.78
345
23
97
5.36

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 8 of 11
Analyte
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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-08
1/6/2011
--
--
330
0.12
--
2,900
65
--
--
--
--
73,000
210,000
--
7.47
14.8
300
49.6
182
7.88
W-08
4/20/2011
390
1.2
180
940
20
8.9
240
68,000
240,000
1,100
5.68
15.1
391
133
203
7.06
W-08
9/26/2012
643
166
25.2
7.7
777
63.6
151
250
86,800
242,000
--
6.08
20.48
382
6.2
158
5.86
W-08
4/18/2013
5,940
465
86.4
85.6
9,760
220
122
292
95,000
247,000
5,160
5.83
19.45
330
9.6
-428
5.3
W-08
9/10/2013
1,180
407
41.7
40
1,900
37.1
67.1
--
101,000
244,000
5,600
5.69
21.81
310
9.3
95.3
6.02
W-08
4/9/2014
1,670
--
147
7.5
--
2,940
86.5
--
--
--
--
98,800
263,000
4,900
5.58
18.13
371
11.91
195.4
5.87
W-08
9/3/2014
318
--
136
--
463
23
--
13.4
--
--
--
114,000
300,000
--
5.37
14.79
329
8.4
154.3
5.91
W-08
4/2/2015
873
--
206
42.7
--
1,410
26.9
--
11.5
--
--
--
62,700
219,000
--
5.93
21.58
340
39.9
68.4
4.64
W-08
9/9/2015
840
--
160
84
--
1,200
180
--
--
--
--
96,000
240,000 B
--
5.8
31.23
322
35.6
125
3.55
W-08
3/9/2016
2,700
--
290
310
--
4,800
1.9
290
--
6.4
--
--
--
65,000
230,000
--
6.19
15.6
332
87
84.8
5.24
W-08
9/7/2016
1,900
--
280
7.9
--
4,100
60
--
4
--
--
--
64,000
200,000
--
6.3
20.1
240
9.6
98
6.5
W-08
3/28/2017
1,700
--
380
99
--
3,300
1
58
--
6.7
--
--
--
66,000
170,000 B
--
5.73
19.9
275.2
21.5
177
5.74
W-08
9/26/2017
2,600 B
--
290
51
--
2,500
2.5
120
--
6.4
--
--
--
53,000
210,000
-
6.02
16.32
211
33.1
128
7.91
W-08
3/5/2018
560
--
150
20
--
1,100
0.56 J
67
--
4 J
--
--
--
56,000
190,000
--
5.66
18.95
221
41
203
18.32
W-08
9/12/2018
62
--
36
12
--
230
--
--
--
--
11,000
260,000
--
6.94
18.5
394
91.3
119
5.87
W-08
3/20/2019
450
--
240
20
--
730
17
--
--
--
--
17,000
130,000
--
5.39
12.7
127.8
20.6
157.8
6.89
W-08
9/4/2019
270
--
300
--
370
11
--
--
--
--
61,000
180,000
--
5.13
16.3
205.7
9.8
61.6
6.47
W-08
4/2/2020
64
--
150
5.1
--
97
--
--
--
-
69,000
170,000
--
5.57
18.3
239
4.9
118.1
6.78
W-08
9/24/2020
940
--
180
13
--
1,100
18
--
--
--
--
37,000
140,000
--
7.68
15.5
165.9
16.8
47.8
6.7
W-08
4/5/2021
2,000
--
210
75
--
2,600
43
16
--
--
--
16,000
150,000
--
5.94
19.89
157
94.9
242
4.54
W-08
10/20/2021
400
--
150
12
--
680
15
--
--
--
--
19,000
96,000
-
5.64
20.18
122
82.5
218
5.04
W-08
9/28/2022
1,080
--
--
--
35.9
--
2,370
0.745 J
60.4
--
8.61
--
--
--
55,500
171,000
--
5.83
23.22
238
10.4
210
6.08
W-09
1/5/2011
--
--
27
--
440
32
--
--
--
--
16,000
150,000
--
8.39
15.9
274
119
22
W-09
1/5/2011
--
--
27
--
440
32
--
--
--
--
16,000
150,000
--
8.39
15.9
274
119
22
W-09
4/20/2011
83
39
170
23
42
10,000
130,000
8.83
16.78
286
121
-10
0.45
W-09
9/26/2012
116
102
10
108
10.1
8,800
145,000
--
10.98
16.25
350
7.9
12
W-09
4/19/2013
281
115
8.5
157
8
9,270
155,000
2,400
9.62
16.48
286
9.7
-455
0.22
W-09
9/10/2013
114
94
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
110 J
--
100
3.7 J
--
41 J
1.4 J
--
--
--
--
9,100
280,000
--
11.77
19.18
856
7
-177
1.67
W-09
3/8/2016
90
--
89
--
83
--
--
--
--
10,000
290,000
--
12.22
16.9
888
3.16
-166.7
0.35
W-09
9/6/2016
74
--
97
--
39
--
--
--
--
8,400
260,000
--
11.8
16.6
754
2
-106
0.7
W-09
3/28/2017
99
--
100
11
--
81
1.3 J
--
--
--
--
9,300
260,000
--
11.61
17.6
862
2.68
47.9
0.22
W-09
9/26/2017
140 B
--
100
5.9
--
96
0.41 J
2 J
--
--
--
--
11,000
230,000
--
11.59
16.95
655
1.85
-147.2
0.94
W-09
3/6/2018
61
--
110
3.8 J
--
51
--
--
--
--
11,000
270,000
--
11.36
11.6
690
3.7
-36
2.03
W-09
9/11/2018
--
130
--
--
--
--
--
11,000
190,000
--
10.78
17.2
487
0.82
90.7
0.33
W-09
3/20/2019
--
110
--
--
--
--
--
12,000
270,000
--
11.34
17.9
798
1.51
-230.1
0.31
W-09
9/4/2019
--
130
--
--
--
--
--
13,000
180,000
--
9.59
17
292.4
0.5
-139.4
0.15
W-09
4/2/2020
42
--
170
--
--
--
--
--
12,000
230,000
--
11.37
18.1
758
0.87
-400
0.19
W-09
9/23/2020
--
140
--
--
--
--
--
11,000
190,000
--
11.18
17.7
472.9
0.61
-138.2
0.44
W-09
4/6/2021
120
--
120
7
--
200
--
--
--
11,000
260,000
--
11.57
18.01
676
0
-84
0.51
W-09
1 10/20/20211
85
--
130
1
12,000
1 240,000
1
11.07
18.02
1 7.39
0
-132
1

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 9 of 11
Analyte
7
7
Q
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7
I- Z
O
V
E
O !3
r r
w
k O
O CL
d
d
N
G
NC 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
W-09
9/27/2022
--
--
--
--
--
--
--
--
14,200
236,000
--
11.02
18
785
0
-55
0.01
PW-01
4/29/1988
152
59
8
-.j16
57
57
314
576
--
37,000
500,000
1,280
6.9
--
--
--
--
--
PW-01
7/13/1989
--
100
i08
--
--
--
< 5
--
--
--
--
--
--
--
--
--
--
--
PW-01
9/6/1990
--
90
' 1
< 10
--
--
9.9
--
< 5
--
-
--
--
--
6.8
--
--
--
--
--
PW-01
10/23/1991
130
_
0
620
1,230
.2
< 5
3,310
-
460,000
850,000
8,000
6.41
15.1
1,247
--
--
--
PW-01
8/10/2009
--
--
35
1
< 5
-
4,800
1,800
--
< 20
-
--
-
680,000
--
--
6.98
15.3
2,860
32.1
13
PW-01
5/13/2010
46
< 5
6,800
2,500
'.2
< 20
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
< 11
44
< 5
6,300
9.4
2,400
< o 9
< 20
21,000
-
940,000
2,100,000
--
6.76
16.09
2,570
166
-50
13.2
PW-01
5/14/2010
- ..
< 10
34
< 5
2,900
2,000
< 20
560
--
800,000
1,900,000
--
6.76
15.03
2,430
217
-20
14.9
PW-01
4/21/2011
280
11
46
< 5
4,400
3,000
54
= 10
20
920,000
2,000,000
2,100
6.2
16.58
2,250
1
24
0.6
PW-01
9/26/2012
1,060
-
52.2
< 5
4,280
2,780
< 10
13.5
450
1,190,000
2,980,000
--
6.8
15.91
2,890
8.7
2
PW-01
4/18/2013
1,080
55.4
< 1
< 5
3,830
2,700
.2
< 10
10.1
626
1,080,000
1,940,000
14,200
6.2
16.23
2,401
3.03
-453.1
0.6
PW-01
9/10/2013
1,010
52.4
< 5
5,680
2,990
-2
< 0.01
18.8
--
1,150,000
2,240,000
20,500
6.21
17.72
2,191
5.24
44.1
0.4
PW-01
4/7/2014
628
--
48.9
1
< 5
--
4,780
3,130
--
< 10
--
--
--
914,000
1,980,000
16,600
6.23
15.34
2,689
3.2
40.7
0.83
PW-01
9/5/2014
1,370
--
32.3
8.4
--
6,160
3,080
--
49.9
--
--
--
1,010,000
2,260,000
--
6.14
16.72
2,552
5.69
-16.2
3.93
PW-01
4/2/2015
195
--
45
< 5
-
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
--
< 20
--
--
-
990,000
2,100,000 E
6.34
26.1
2,220
0
1
0.49
PW-01
3/8/2016
420
--
51
< 0.1
8.8
--
5,000
3,500
--
< 1
--
--
-
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
--
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
a
5.3
--
4,700
1.3
3,600
--
< 50
--
--
-
780,000
1,900,000
-
6.36
16.82
1,880
1
14.3
0.48
PW-01
3/6/2018
870
--
48
o.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
.5
< 5
--
4,500
3,100
--
< 5
--
--
-
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
.5
< 5
--
4,500
3,300
--
< 5
--
--
-
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
< F;
-
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
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
-
3,300
3,100
--
< 5
--
--
-
740,000
1,700,000
-
--
--
--
--
--
--
PW-01
4/2/2020
250
--
36
-
3,300
2,700
--
21
--
--
-
830,000
1,700,000
-
6.39
15.2
2,088
4.14
-1.6
0.25
PW-01
9/24/2020
360
--
56
9.6
--
1,000
190
--
19
--
--
--
330,000
730,000
-
6.04
15.4
954
6.09
214.4
3.75
PW-01
4/5/2021
620
--
47
7.9
--
8,900
2.2
2,500
.2
15
--
--
-
620,000
1,500,000
-
6.59
17.85
1,880
58.9
85
0.43
PW-01
10/20/2021
--
-
--
-
--
-
--
--
--
--
--
--
-
-
670,000
1,600,000
-
6.44
16.4
2,020
0
36
0.71
PW-01
9/28/2022
--
--
--
-
2,240
2,260
-
< 2.5
--
--
-
671,000
1,480,000
-
6.4
15.21
1,900
0
25
0
PZ-01
1/4/2011
--
--
81
1,600
78
-
< 10
--
--
--
98,000
180,000
-
--
--
--
--
--
--
PZ-01
4/20/2011
1,600
63
1
< 5
1.9
2,700
1.6
110
< 1
110
30,000
100,000
4,200
--
-
-
-
--
--
-
5
< (
.7
I
< 5
138
119
< 10
1,900
319,000
806,000
--
--
--
--
--
--
--
PZ-01
4/17/2013
182
64.3
' 1
< 5
200
55.6
< 10
240
95,500
217,000
4,960
--
-
-
-
--
--
PZ-01
9/10/2013
82.7
< 5
72.1
17.8
< 0.01
--
179,000
485,000
6,530
-
-
-
-
--
-
PZ-01
4/6/2014
- _
--
56.7
< 5
-
148
28.3
--
< 10
--
-
-
98,900
1,430,000
5,000
-
-
-
-
-
--
PZ-01
9/3/2014
52,800
--
778
280
-
69,200
27
3,130
--
< 10
--
-
-
162,000
503,000
--
--
--
--
--
--
--
PZ-01
4/1/2015
< 100
--
60.1
< 5
-
87
11.4
--
< 10
--
-
-
91,900
290,000
--
8.13
16.48
509
2.19
17.4
7.51
PZ-01
9/8/2015
--
--
--
--
--
-
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-01
1 3/7/20161
72,000
1
1,100
1
220
-
110,000
58
2,800
--
< 5
--
--
-
110,000
260,000
-
--
I --
I -
--
I --
I --
PZ-01
1 9/7/2016
--
I -I
--
-
--
-
-
-
-
--
--
--
--
--I
--
I --
I --I
--
I --
I -
-
-
--

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 10 of 11
Analyte
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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-01
3/27/2017
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-01
9/25/2017
--
--
--
--
--
--
--
--
-
-
-
-
--
--
--
--
--
--
--
--
--
--
--
PZ-01
3/5/2018
--
--
--
--
-
--
-
--
-
-
-
--
--
--
--
--
--
--
--
--
--
--
--
PZ-01
9/11/2018
--
--
--
--
--
--
--
--
-
-
-
-
--
--
--
--
--
--
--
--
--
--
--
PZ-02
1/4/2011
--
--
120
--
770
410
--
--
--
--
180,000
360,000
--
--
--
--
--
--
--
PZ-02
4/20/2011
4,200
99
6.9
2.7
7,400
3.4
410
0.14
100
82,000
250,000
6,700
--
--
--
--
--
--
PZ-02
9/25/2012
113
106
38.9
2,000
306,000
767,000
--
--
--
--
--
--
--
PZ-02
4/17/2013
222
63.7
247
28.4
180
98,200
197,000
4,630
--
--
--
--
--
--
PZ-02
9/10/2013
83.9
83.8
13.8
--
169,000
455,000
6,250
--
--
--
--
--
--
PZ-02
4/6/2014
114
--
54
--
180
12
--
--
--
--
93,800
255,000
4,000
--
--
--
--
--
--
PZ-02
9/4/2014
4,250
--
122
5.7
--
7,330
464
--
--
--
--
159,000
511,000
--
--
--
--
--
--
PZ-02
4/1/2015
--
58.4
--
159
9.7
--
--
--
--
82,200
267,000
--
8.15
15.93
466
3.17
18.7
8.05
PZ-02
9/8/2015
41,000
--
560
9.5
66
--
85,000
30
9,600
--
--
--
--
97,000
340,000
--
--
--
--
--
--
--
PZ-02
3/7/2016
49,000
--
810
3.4
69
--
110,000
34
16,000
--
--
--
--
38,000
140,000
--
--
--
--
--
--
--
PZ-02
9/7/2016
1,900
--
230
1.3
--
19,000
8.5
4,500
--
--
--
--
59,000
240,000
--
--
--
--
--
--
--
PZ-02
3/27/2017
11,000
--
270
7.5
20
--
33,000
8.1
6,400
--
--
--
--
63,000
210,000 B
--
--
--
--
--
--
--
PZ-02
9/25/2017
15,000 B
--
200
6.2
21
--
24,000
8.4
2,600
--
--
--
--
55,000
250,000
--
7.51
21.29
373
4.84
-18.8
14.52
PZ-02
3/5/2018
3,100
--
220
9.3
5.3
--
26,000
6.8
2,700
--
--
--
--
66,000
240,000
--
--
--
--
--
--
--
PZ-02
9/11/2018
14,000
--
280
9.5
31
--
45,000
16
1,800
--
--
--
--
57,000
280,000
--
--
--
--
--
--
--
PZ-02
3/19/2019
55
--
36
1.7
--
390
17
--
--
--
--
25,000
120,000
--
5.96
8.3
191.5
60.9
157
6.2
PZ-02
9/3/2019
160
--
62
5.3
--
770
450
--
--
--
--
46,000
230,000
--
--
--
--
--
--
--
PZ-02
4/1/2020
69,000
--
710
20
80
--
130,000
38
7,200
--
7.4
--
--
--
33,000
160,000
--
--
--
--
--
--
--
PZ-02
9/23/2020
--
--
--
--
--
--
--
--
--
--
--
--
--
--
24,000
180,000
--
--
--
--
--
--
--
PZ-03
1/5/2011
--
--
140
9.4
--
14,000
1,700
--
--
--
--
24,000
140,000
--
--
--
--
--
--
--
PZ-03
4/21/2011
55
6,700
560
49
25,000
100,000
3,000
--
--
--
--
--
--
PZ-03
9/25/2012
--
--
--
--
--
--
--
--
--
-
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-03
4/17/2013
914
55.7
1,090
10.2
30,500
87,000
3,230
--
--
--
--
--
--
PZ-03
9/9/2013
68.6
179
7.2
--
45,200
158,000
13,300
--
--
--
--
--
--
PZ-03
4/6/2014
205
--
51.2
--
265
--
--
--
--
25,200
119,000
2,500
--
--
--
--
--
--
PZ-03
9/4/2014
--
80
--
233
62.5
--
--
--
--
37,300
177,000
--
--
--
--
--
--
--
PZ-03
4/1/2015
143
--
57.9
--
335
5.4
--
--
--
--
30,400
105,000
--
10.39
10.78
178
4.58
12
9.91
PZ-03
9/8/2015
110 J
--
82
--
180
17
--
--
--
--
56,000
210,000
--
--
--
--
--
--
--
PZ-03
3/7/2016
16,000
--
200
1.9
20
--
56,000
10
400
--
--
--
--
18,000
49,000
--
--
--
--
--
--
--
PZ-03
9/7/2016
--
--
--
--
--
--
-
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-03
3/27/2017
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-03
9/25/2017
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-03
3/5/2018
--
--
--
--
--
--
-
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-03
9/11/2018
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-04
1/5/2011
--
--
170
12
--
10,000
89
--
--
--
--
46,000
190,000
--
--
--
--
--
--
--
PZ-04
4/21/2011
170
58
450
15
52
24,000
78,000
2,300
--
--
--
--
--
--
PZ-04
9/25/2012
168
81.7
285
40.5
58,400
181,000
--
--
--
--
--
--
--
PZ-04
4/17/2013
889
53.7
11050
12.4
30,000
89,000
3,280
--
--
--
--
--
--
PZ-04
9/9/2013
155
61.7
1 307
15.8
--
31,500
131,000
3,530
--
--
--
--
--
--

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 11 of 11
Analyte
.1p=
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NC 2L Ground Water Standard
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
Sample Location
Date
PZ-04
4/6/2014
295
--
53.3
--
399
5.1
--
--
--
--
24,200
113,000
2,500
--
--
--
--
--
--
PZ-04
9/4/2014
--
77.5
--
394
52.4
--
--
--
--
41,200
183,000
--
--
--
--
--
--
--
PZ-04
4/1/2015
133
--
54.6
--
249
--
--
--
-
27,200
105,000
--
--
9.98
162
4.21
16.6
8.91
PZ-04
9/8/2015
--
--
--
--
--
--
--
--
--
-
-
--
--
--
--
--
--
--
--
--
--
--
--
PZ-04
3/7/2016
160,000
--
2,500
14
200
--
160,000
51
3,000
--
--
--
--
45,000
160,000
--
--
--
--
--
--
--
PZ-04
9/7/2016
--
--
--
--
--
--
--
--
--
--
-
--
--
--
--
--
--
--
--
--
--
--
--
PZ-04
3/27/2017
--
--
--
--
--
--
--
--
--
--
-
-
--
--
--
--
--
--
--
--
--
--
--
PZ-04
9/25/2017
--
--
--
--
--
--
--
--
--
--
-
-
--
--
--
--
--
--
--
--
--
--
--
PZ-04
3/5/2018
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-04
9/11/2018
2,200
--
240
1.4
--
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-04
4/1/2020
95,000
--
1,600
4.8
130
--
160,000
34
3,400
--
--
--
--
37,000
130,000
--
--
--
--
--
--
--
PZ-05
1/5/2011
--
--
92
--
1,300
1,300
--
--
--
--
130,000
510,000
--
--
--
--
--
--
--
PZ-05
4/21/2011
5,300
81
10
14
13,000
2.9
710
2.2
20
60
85,000
230,000
11,000
--
--
--
--
--
--
PZ-05
9/25/2012
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-05
4/17/2013
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-05
9/9/2013
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
PZ-05
4/6/2014
--
66
--
128
--
--
--
--
115,000
270,000
3,500
--
--
--
--
--
--
PZ-05
9/4/2014
143
--
129
--
877
567
--
12.9
--
--
--
306,000
765,000
--
--
--
--
--
--
--
PZ-05
4/1/2015
494
--
83.4
--
769
82.3
--
--
--
--
153,000
339,000
--
7.04
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
--
300,000
5.8
1,100
--
--
--
--
150,000
--
--
--
--
--
--
--
--
PZ-05
9/25/2017
6,000 B
--
380
0.93
11
--
250,000
2.7
880
--
--
--
--
210,000
450,000
--
6.86
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
--
--
--
--
--
--
--
PZ-05
4/1/2020
11,000
--
180
8.1
17
--
51,000
4.7
770
--
--
--
--
35,000
150,000
--
--
--
--
--
--
--
PZ-05
4/6/2021
--
--
--
--
--
-
--
--
--
--
--
--
--
--
19,000
110,000
--
--
--
--
--
--
--
Notes:
All concentrations in micrograms per liter (ug/L) unless otherwise noted
NE - Not established
-- - Not sampled
B - Detected in the method blank
J - Estimated result < LOQ and > DL
Bold with gray background indicates exceedance of NC Groundwater Standard
Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014)
Analysis for barium, cadmium and lead discontinued in 2022 per updated SAP (ERM, 5/2022).
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
SU - standard units
uS/cm - microsiemens per centimeter
NTUs - Nephelometric Turbidity Unit
my - millivolts
mg/L - milligram/liter

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 1 of 10
Analyte
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c
x
O
d
O
N
w
0
2B Surface Water Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample
Location
Date
SS-01
4/29/1988
118
8
86
15
220
64,000
220,000
2,810
6.8
--
--
--
--
--
SS-01
7/13/1989
--
100
--
--
--
--
--
--
--
--
--
--
--
SS-01
9/6/1990
--
64
--
--
--
--
--
--
--
--
7.9
--
--
--
--
SS-01
9/21/1990
140
4.8
200
520
40,000
352,000
12,000
7.18
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
4/30/2009
64.8
77.8
5.4
8.3
9.9
15.9
302
52,300
211,000
4,470
--
--
325
--
--
--
SS-01
8/26/2009
--
72
--
160
14
--
--
--
45,000
--
--
8.1
22
1,490
10
94
9.05
SS-01
10/12/2009
89 J
2.7 J
63
0.8 J
1.1 J
86
7.3 J
370
49,000
240,000
--
7.83
13.1
2,380
8.9
160
12.7
SS-01
4/19/2010
190
64
240
12
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
10/18/20111
153
76.7
1
i
190
9.6
250
39,200
210,000
5,700
7.54
16.94
289
8.3
236
9.56

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 10
Analyte
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O
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8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample
Location
Date
SS-01
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-01
2/17/2020
3,100
64
3,400
1.2
26
-
--
23,000
150,000
--
7.79
10.38
219
34.9
216
9.58
SS-01
2/24/2020
1,200
63
1,600
16
--
25,000
170,000
--
8.64
7.74
233
16.2
192
10.95
SS-01
4/1/2020
490
59
690
8.6
--
26,000
150,000
--
8.53
11.7
224.9
34.2
49.5
8.58
SS-01
9/23/2020
1,000
82
1,400
25
--
31,000
200,000
--
7.72
15.5
316.2
34.2
16.7
7.06
SS-01
4/6/2021
2,800
66
3,300
1.1
24
--
20,000
170,000
--
8.07
12.95
185
52
268
9.72
SS-01
10/21/2021
84
73
210
6.3
--
40,000
200,000
--
7.76
15.5
338
215
212
6.02
SS-01
9/27/2022
80 J
--
164
14.8
--
44,200
206,000
--
7.52
15.4
372
11.2
185
14.6
SS-01+150
2/17/2020
2,700
61
3,400
1.2
24
--
--
21,000
150,000
--
7.84
10.42
208
33.1
232
9.76
SS-01+150
2/24/2020
1,500
67
1,700
49
-
--
34,000
180,000
--
8.16
7.77
198
17.8
209
12.08
SS-01+550
2/17/2020
2,400
60
2,700
1
32
--
--
26,000
160,000
--
7.71
10.19
207
26.4
234
10.26
SS-01+550
2/24/2020
1,300
65
1,400
33
-
--
33,000
170,000
--
8.32
7.9
256
13.2
205
10.26
SS-01+850
2/17/2020
2,500
59
2,700
36
-
--
29,000
160,000
--
7.69
10.01
221
25.2
243
9.42
SS-01+850
2/24/2020
1,100
66
1,300
27
--
--
33,000
180,000
--
8.18
7.94
249
13.9
207
12.28
SS-02
9/21/1990
130
94
4.6
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
3/31/19951
165
1
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
--
--
--

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 3 of 10
Analyte
O
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°
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O
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x
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0
2B Surface Water Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample
Location
Date
SS-02
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
3/31/1999
129
947
587
1,550
204,000
420,000
3,260
7.4
17
340
--
--
--
SS-02
9/29/1999
1,380
3,030
147
21
160
45,700
173,000
8,100
7.62
17
623
--
--
--
SS-02
3/16/2000
960
464
1,180
175,000
500,000
3,750
--
--
--
--
--
--
SS-02
9/15/2000
283
225
416
1,240
170,000
439,000
6,580
7.44
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
1 3/27/20171
65
1
74
210
11
--
68,000
250,000 B
--
7.2
16.14
403
1.8
169
9.62
SS-02
1 9/25/20171
86 B
1
88
200
43
--
88,000
310,000
--
7.95
19.7
458
1.18
183.9
8.41

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 4 of 10
Analyte
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2B Surface Water Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample
Location
Date
SS-02
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
30
--
60,000
250,000
--
7.43
22.6
375.8
8.62
-15.4
6.3
SS-02
2/17/2020
1,900
60
2,400
34
--
30,000
160,000
--
7.64
9.95
216
24.8
265
9.28
SS-02
2/24/2020
1,100
68
1,300
40
--
42,000
190,000
--
7.99
8.12
294
21.4
208
11.96
SS-02
4/1/2020
450
47
580
18
--
38,000
150,000
--
9.13
12.4
245.4
13.5
42.7
9.13
SS-02 (FD)
4/1/2020
400
46
600
18
--
38,000
160,000
--
--
--
--
--
--
--
SS-02
9/23/2020
1,200
74
1,400
39
--
49,000
230,000
--
7.99
15.6
371.9
28.4
9
7.32
SS-02
4/6/2021
2,000
-
58
82
2,900
25
--
26,000
170,000
--
8.12
14.28
200
30.2
290
10.1
SS-02
10/21/2021
77 S
76
200
7.7
--
--
50,000
220,000
--
7.76
14.53
358
7
191
7.5
SS-02
9/27/2022
97.1 J
--
180
27.1
--
--
70,700
238,000
--
7.6
14.9
451
29
185
12.72
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-20
2/17/2020
2,200
51
2,500
1
19
-
--
8,700
79,000
--
7.53
9,000
86
23
227
8.96
SS-20
2/24/2020
1,400
49
1,800
16
-
--
8,800
86,000
--
8.56
7.1
97
15.8
190
9.83
SS-20
4/1/2020
1,800
47
1,600
13
-
--
9,300
76,000
--
6.59
11.8
88.1
23.4
73.1
9.41
SS-20
9/23/2020
4,800
59
6,000
2
88
-
--
8,000
120,000
--
6.88
15.7
128.9
85.6
1,280
7.3
SS-20
4/6/2021
2,300
45
2,600
42
--
4,300
90,000
--
8.04
17.09
53
37.7
264
7.67
SS-20
10/21/2021
170
38
480
27
--
--
9,200
82,000
--
7.58
16.35
127
600
181
7.35
SS-20
9/27/2022
284
--
1,670
0.435 J
141
--
4,130
85,000
--
7.55
16.38
111
281
110
13.2
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
9/24/20121
508
52.2
1,580
103
22
39,800
156,000
--
1 7.19
15.94
257
13.6
145
8.44

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 5 of 10
Analyte
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2B Surface Water Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample
Location
Date
SS-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
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
9/3/2019
1,700
70
2,700
45
--
3,200
100,000
--
6.2
21.2
99.8
60.12
8.9
6.02
SS-25
2/17/2020
2,800
55
3,600
1.5
25
--
8,500
81,000
--
7.5
9.62
79
33.5
251
8.82
SS-25
2/24/2020
1,300
46
1,500
9.8
--
8,700
93,000
--
8.42
7.3
86
24.9
199
10.2
SS-25
4/1/2020
1,700
48
1,500
9.5
-
--
9,200
70,000
--
6.85
11.7
88.7
1 20.8
71
9.8
SS-25
9/23/2020
4,400
58
4,900
1.8
60
-
--
8,300
110,000
--
6.81
15.6
125
91
1,157
7.46
SS-25
4/6/2021
2,600
-
48
2,800
26
--
8,000
90,000
--
8.58
12.62
78
59.2
199
9.6
SS-25
10/21/2021
120
37
360
12
--
--
9,000
83,000
--
7.52
15.71
129
17.1
177
6.64
SS-25
9/27/2022
325
-
--
1,070
0.53 J
67.2
--
--
3,640
82,000
--
7.86
16.11
109
58.3
168
15.2
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-30
2/17/2020
3,200
64
3,600
1.5
62
--
--
27,000
200,000
--
7.59
10.08
240
9.65
259
9.85
SS-30
2/24/2020
1,800
66
2,500
65
-
--
32,000
210,000
--
8.45
7.58
269
24.2
202
10.23
SS-30
4/1/20201
1,300
1
59
1,800
18
-
--
31,000
160,000
--
7.36
11.8
261.9
24.1
63.3
10.12
SS-30
9/23/20201
3,800
1
81
4,300
1.4
56
-
--
37,000
220,000
--
7.48
15.5
339.8
61.1
18.2
7.46
SS-30
1 4/6/20211
3,800
1
65
6.1
4,100
1.4
32
--
25,000
200,000
--
8.09
1 12.89
217
64
252
9.56

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 6 of 10
Analyte
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2B Surface Water Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample
Location
Date
SS-30
10/21/2021
140
--
60
--
430
20
--
--
--
--
48,000
220,000
--
7.85
15.39
431
44.7
183
6.2
SS-30
9/27/2022
306
-
--
652
0.505 J
52.9
--
--
65,700
258,000
--
7.55
15.32
445
62.7
194
11.56
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
22
498
5.03
99.5
4.91
SS-40
3/18/2019
160
47
480
9.3
-
--
32,000
150,000
--
7.44
10.4
230.8
7.92
175.8
12.25
SS-40
9/3/2019
75
77
190
10
-
--
51,000
230,000
--
7.04
21.9
336.2
4.27
-1.4
5.58
SS-40
2/17/2020
2,600
60
3,000
1
29
-
--
27,000
150,000
--
7.67
8.96
200
11.13
248
11.18
SS-40
2/24/2020
1,200
66
1,300
17
--
--
37,000
190,000
--
7.85
7.52
268
10.3
207
13.79
SS-40
4/1/2020
280
48
400
9
--
24,000
110,000
--
8.65
11.9
192.4
10.9
29.2
9.97
SS-40
9/23/2020
550
73
740
22
--
--
42,000
230,000
--
8.1
15.2
296.6
22.4
2.5
7.01
SS-40
4/6/2021
2,100
57
2,000
14
--
23,000
170,000
--
8.1
13.76
181
26.1
286
8.11
SS-40
10/21/2021
83
74
200
8.5
-
--
50,000
230,000
--
7.8
14.95
364
3.2
193
6.72
SS-40
9/27/2022
95.9 J
--
156
15.8
-
--
63,400
230,000
--
7.27
14.8
490
11.9
188
19.25
SS-50
8/11/2009
--
29
2,900
180
--
5,600
--
--
7.79
25.4
1,180
32
-21
8.52
SS-50
4/21/2011
120
36
1,100
85
130
3,700
71,000
2,000
6.91
14.66
85
16.3
92
9.88
SS-50
9/25/2012
410
41.9
1,640
110
140
72,000
--
8.65
17.58
161
9.6
16
8.76
SS-50
4/17/2013
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
SS-50
9/9/2013
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
SS-50
4/6/2014
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
SS-50
9/3/2014
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
SS-50
4/1/2015
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
3/5/20181
86
1
40
I
1
530
22
--
2,900
68,000
--
7.38
11.41
74
14.8
213
11.87
SS-50
9/11/20181
--
I--
--
--
I --
-
--
--
--
--
I --

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 7 of 10
Analyte
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°
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x
O
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c
x
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0
2B Surface Water Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample
Location
Date
SS-50
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-50
4/1/2020
660
47
2,300
96
-
--
2,800
74,000
--
7.6
12.4
74.3
31.5
22.1
9.81
SS-50
9/23/2020
820
58
4,400
1.1
180
--
1,200
71,000
--
7.25
15.1
68.3
28
1,470
8.03
SS-50
4/6/2021
1,700
-
47
14
2,200
35
--
3,700
69,000
--
7.63
15.84
63
47.4
290
9.42
SS-50
10/21 /2021
1,300
170
25,000
6.5
710
--
1,100
72,000
--
--
--
--
--
--
--
SS-50
9/27/2022
129
--
1,010
0.405 J
72.1
--
--
2,570
77,000
--
7.58
16.54
105
0
131
11.83
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-60
4/1/2020
650
54
690
7.3
-
--
62,000
160,000
--
7.4
11.4
231.7
13.7
78.9
7.91
SS-60
9/23/2020
200
53
490
25
-
--
9,300
110,000
--
8.55
15.5
119.3
6.12
-8.8
6.86
SS-60
4/6/2021
1,500
53
1,200
7.8
--
37,000
140,000
--
7.84
13.04
153
7.5
294
8.09
SS-60
10/21/2021
61
64
210
11
--
--
13,000
92,000
--
7.61
14.47
150
0
198
6.6
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
4/6/2014
374
47.7
479
5.3
--
--
21,000
86,000
2,300
7.5
13.28
125
8.3
165
9.85
SS-70
9/4/2014
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
95 J
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

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 8 of 10
Analyte
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8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample
Location
Date
SS-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-70
4/1/2020
630
43
840
14
--
12,000
77,000
--
7.21
11.9
86.7
14.4
62.9
9.74
SS-70
9/23/2020
170
57
350
12
--
12,000
96,000
--
8.21
15.7
75.4
5.61
12.8
8.31
SS-70
4/6/2021
1,400
-
48
1,300
8.3
--
9,500
89,000
--
7.87
13.58
76
6.3
290
1 7.95
SS-70
10/21/2021
80
73
170
7.5
-
--
53,000
230,000
--
7.81
14.6
364
20.2
200
6.3
SS-70
9/27/2022
81.6 J
--
544
45.5
--
6,740
100,000
--
7.58
14.8
148
24.6
182
13.8
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
1 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-80
4/1/2020
510
50
680
5.8
-
--
10,000
76,000
--
7.24
11.7
87.3
13.3
83.4
10.86
SS-80
9/23/2020
470
65
840
17
--
--
10,000
120,000
--
8.04
15.1
123.3
9.46
19.1
9.02
SS-80
4/6/2021
1,100
56
1,200
6.8
--
11,000
100,000
--
7.88
12.8
81
8.9
288
9.26
SS-80
10/21/2021
85
76
200
15
-
--
60,000
240,000
--
7.81
14.27
413
3.1
196
6.52
SS-80
9/27/2022
104
--
545
48.8
-
--
15,800
108,000
--
7.84
14.8
171
10.2
96
12.83
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
203N5.
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
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
120.9
15.44
SS-90
9/3/2014
90.8
77.5
16
--
94,500
357,000
--
7.48
23.51
518
65.3
6.43
SS-90
4/1/2015
125
58
189
9
--
51,400
166,000
--
8.81
11.35
318
5.95
9.92
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
210.3239.3
13.08

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 9 of 10
Analyte
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8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample
Location
Date
SS-90
9/7/2016
40
--
73
--
230
17
--
--
--
--
49,000
200,000
--
8
20.8
2,886
1.8
48
9
SS-90
3/27/20171
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
SS-90
2/17/2020
1,900
49
1,900
11
--
17,000
120,000
--
7.52
8.37
129
12.8
234
11.43
SS-90
2/24/2020
780
52
850
8.6
--
22,000
130,000
--
8.1
7.44
162
5.3
198
16.19
SS-90
4/1/2020
200
47
300
8.3
--
22,000
110,000
--
8.68
11.3
154.5
10.7
59.2
12.61
SS-90
9/23/2020
200
64
400
17
--
24,000
140,000
--
8.45
14.8
208.8
10.7
40.8
9.74
SS-90
4/6/2021
1,400
-
55
1,500
12
--
14,000
110,000
--
8.04
12.21
118
12
271
9.71
SS-90
10/21/2021
53
65
140
5.4
--
29,000
140,000
--
7.61
14.25
235
0
208
6.12
SS-90
9/27/2022
71.5 J
--
323
14.3
--
34,700
165,000
--
8.29
14.82
275
0.6
118
15.81
SS-95
2/17/2020
360
62
660
330
--
94,000
270,000
--
7.34
9.51
378
8.2
165
8.55
SS-95
2/24/2020
140
--
66
650
540
5.1
--
--
160,000
390,000
--
8.08
7.51
599
18.5
200
10.12
MW-001
9/30/1994
2,580
16
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
1,050,0001
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
10/20/20051
1,630
1
4
28
103,000
6
4,880
57
428
403,000
3,010,000
89,000
--
529
--
--
--
MW-001
1 10/19/20061
172
1
2
347
27,400
3,600
27
139
11,320,000
2,850,000
4,370
--
2,000
--
--
--

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 10 of 10
Analyte
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213 Surface Water Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
Sample
Location
Date
MW-001
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
4/30/2008
9,680
2,990
22
155
1,100,000
2,910,000
3,380
--
--
4,880
--
--
MW-001
10/29/2008
68.7
4,840
3.5
2,880
188,000
3,060,000
3,510
--
--
4,200
--
--
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
--
--
4,070
--
--
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
2,110,0001
3,560
1 2,290
1--
--
--
MW-003
1 10/29/20081
1
59.3
2,880
1 2.3
4,360
1
1 171
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
B - Detected in the method blank
J - Estimated result < LOQ and > DL
Bold with gray background indicates exceedance of NC Surface Water Standard
Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
Analysis for barium, cadmium and lead discontinued in 2022 per updated SAP (ERM, 5/2022).
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
SU - standard units
uS/cm - microsiemens per centimeter
NTUs - Nephelometric Turbidity Unit
my - millivolts
mg/L - milligram/liter

APPENDIX A3
QA/QC ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Analyte
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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
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Result
Field Blank
9/30/1998
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
3/31 /1999
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.19
< 5
< 5
2.18
9/15/2000
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
3/23/2001
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
0.006
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
< 1
10/4/2001
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
0.006
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.3
< 5
15
< 2
3/28/2002
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
--
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
< 1
10/3/2002
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
6
< 1
3/25/2003
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.198
< 5
< 5
< 1
10/2/2003
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
4/28/2004
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
6
< 1
10/26/2004
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.151
< 5
10
2.18
4/27/2005
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
12
1.79
10/20/2005
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.101
< 5
< 5
< 0.5
10/19/2006
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
4/27/2007
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
11 /19/2007
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
4/30/2008
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.336
< 5
< 5
< 0.5
10/29/2008
< 0.1
< 0.01
0.0031
< 0.001
< 0.01
< 0.01
< 0.05
< 0.01
< 0.01
0.00002
< 0.01
0.0022
0.01
< 0.05
< 10
< 5
< 0.5
4/30/2009
< 0.1
< 0.01
0.0077
< 0.001
< 0.01
< 0.01
< 0.05
0.0045
0.008
< 0.0002
< 0.01
< 0.01
< 0.01
< 0.05
< 10
90
< 0.5
Trip Blank
9/30/1998
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
3/31 /1999
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.22
< 5
15
< 1
9/15/2000
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 1
3/23/2001
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
1.03
10/4/2001
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.4
< 5
12
2
3/28/2002
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
--
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
1.03
10/3/2002
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
3/25/2003
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
0.197
< 5
7
< 1
10/2/2003
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
7
< 1
4/28/2004
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
16
< 1
10/26/2004
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
8
1.29
4/27/2005
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
14
1.76
10/20/2005
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
6
< 0.5
10/19/2006
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
4/27/2007
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
11 /19/2007
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
4/30/2008
< 0.1
< 0.01
< 0.25
< 0.002
< 0.02
< 0.02
< 0.1
< 0.005
< 0.01
< 0.0002
< 0.01
< 0.01
< 0.02
< 0.05
< 5
< 5
< 0.5
10/29/2008
< 0.1
< 0.01
0.0046
< 0.001
< 0.01
< 0.01
< 0.05
< 0.01
< 0.01
0.00001
< 0.01
< 0.01
< 0.01
< 0.05
< 10
< 5
< 0.5
4/30/2009
< 0.1
< 0.01
0.0086
0.0003
< 0.01
< 0.01
< 0.05
< 0.01
0.0071
< 0.0002
< 0.01
< 0.01
< 0.01
< 0.05
< 10
85
< 0.5
9/8/2016
< 0.1
< 0.01
0.0086
0.0003
< 0.01
< 0.01
< 0.05
< 0.01
0.0071
< 0.0002
< 0.01
< 0.01
< 0.01
< 0.05
< 10
85
< 0.5
Notes:
All concentrations in milligrams per liter (mg/L) unless otherwise noted
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).
Page 1 of 1

APPENDIX B LABORATORY DATA SHEETS
www.erm.com Version: 1.0 Project No.: 0633243 Client: R.J. Reynolds Tobacco Co. January 2023
2022-12 Edwards Rd LF Rural Hall GW Report.docx

0
tiff
�eurofi ns
r,
Environment Testing
C
America
ANALYTICAL REPORT
Eurofins Savannah
5102 LaRoche Avenue
Savannah, GA 31404
Tel: [phone]
Laboratory Job ID: 680-222050-1
Client Project/Site: RJRT Ash Landfill - Rural Hall, NC
For:
ERM-Southeast, Inc.
300 West Summit Ave
Suite 330
Charlotte, North Carolina 28203
Attn: Alan Martin
X�IIJA
Authorized for release by:
1011412022 3:47:43 PM
David Fuller, Project Manager
[phone]
David. [e-mail]
............. UNKs .......... .
Review your project
re s u Its th roug h
•y�i EOL
Have a Questlon?
Ask
Th e
The test results in this report meet all 2003 NELAC, 2009 TNI, and 2016 TNI
requirements for accredited parameters, exceptions are noted in this report. This
report may not be reproduced except in full, and with written approval from the
r�+
Gj( ert
laboratory. For questions please contact the Project Manager at the e-mail address or
Vtelephone
number listed on this page.
This report has been electronically signed and authorized by the signatory. Electronic
signature is intended to be the legally binding equivalent of a traditionally handwritten
Visit us at:
signature.
rrvlvr euroflnSUS.tam/Eny
Results relate only to the items tested and the sample(s) as received by the laboratory.
Definitions/Glossary
Client: ERM-Southeast, Inc. Job to: 680-222050-1
Project/Site: RJRTAsh Landfill - Rural Hall, NC
Qualifiers
HPLC/IC
Qualifier Qualifier Description
4 MS, MSD: The analyte present in the original sample is greater than 4 times the matrix spike concentration; therefore, control limits are not
applicable.
Metals
Qualifier Qualifier Description
4 MS, MSD: The analyte present in the original sample is greater than 4 times the matrix spike concentration; therefore, control limits are not
applicable.
J Result is less than the RL but greater than or equal to the MDL and the concentration is an approximate value.
Glossary
Abbreviation These commonly used abbreviations may or may not be present in this report.
u Listed under the "D" column to designate that the result is reported on a dry weight basis
%R Percent Recovery
CFL Contains Free Liquid
CFU Colony Forming Unit
CNF Contains No Free Liquid
DER Duplicate Error Ratio (normalized absolute difference)
Dil Fee Dilution Factor
DL Detection Limit (DoD/DOE)
DL, RA, RE, IN Indicates a Dilution, Re -analysis, Re -extraction, or additional Initial metals/anion analysis of the sample
DLC Decision Level Concentration (Radiochemistry)
EDL Estimated Detection Limit (Dioxin)
LOD Limit of Detection (DoD/DOE)
LOQ Limit of Quantitation (DoD/DOE)
MCL EPA recommended "Maximum Contaminant Level'
MDA Minimum Detectable Activity (Radiochemistry)
MDC Minimum Detectable Concentration (Radiochemistry)
MDL Method Detection Limit
ML Minimum Level (Dioxin)
MPN Most Probable Number
MQL Method Quantitation Limit
NC Not Calculated
ND Not Detected at the reporting limit (or MDL or EDL ff shown)
NEG Negative/Absent
POS Positive/Present
PQL Practical Quantitation Limit
PRES Presumptive
QC Quality Control
RER Relative Error Ratio (Radiochemistry)
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
TNTC Too Numerous To Count
Eurofins Savannah
Page 2 of 29 10/14/2022

Sample Summary
r-
Case Narrative
Client: ERM-Southeast, Inc.
Job ID: 680-222050-1 `
Client: ERM-Southeast, Inc. Job ID: 680-222050-1
Project/Site, RJRT Ash Landfill - Rural Hall, NC
Project/Site: RJRTAsh Landfill - Rural Hall, NC
©
Job ID:680-222050-1
Lab Sample ID
Client Sample ID
Matrix
Collected
Received
680-222050-1
PW-01-WG-20220928
Water
09/28/2209:35
10/01/2211:15
Laboratory: Eurofins Savannah
680-222050-2
W-01-WG-20220929
Water
0912912211:45
10/01/2211:15
680-222050-3
W-03-WG-20220928
Water
09/28/2216:15
10/01/2211:15
Narrative
680-2220504
W-03B-WG-20220928
Water
09/28/2216:20
10101/2211:15
©
Job Narrative
680-222050-5
W-06-WG-20220928
Water
09/2812211:10
10/0112211:15
680-222050-1
680-222050-6
W-07-WG-20220928
Water
09/28/2212:25
10/0112211:15
�'
Receipt
680-222050-7
W-08-WG-20220928
Water
09/28/2215:15
10/01/221115
The samples were received on 10/1/2022 11:15 AM. Unless otherwise noted below, the samples arrived in good condition, and, where
680-222050-6
W-09-WG-20220927
Water
09127/2211:25
10/01/2211:15
required, properly preserved and on ice. The temperatures of the 2 coolers at receipt time were 3.9°C and 5.0°C
680-222050-9
SS-01-WS-20220927
Water
09/27/2213:45
10/01/2211:15
680-222050-10
SS-02-WS-20220927
Water
09/27/2213:25
10/01/2211:15
HPLCIIC
680-222050-11
sS-20-Ws-20220927
Water
09/27/2214:50
10101/2211:15
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
680-222050-12
SS-25-WS-20220927
Water
09/27/2212:35
10101/2211:15
680-222050-13
SS-30-WS-20220927
Water
09/27/2213:55
10/01/221115
Metals
680-222050-14
ssr0-Ws-20220927
Water
09127/2213:15
10/01/2211:15
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
680-222050-15
SS-50-WS-20220927
Water
09/27/22 15:15
10/01/22 11:15
680-222050-16
SS-70-WS-20220927
Water
09/27/2213:00
10/01/2211:15
General Chemistry
680-222050-17
ss-80-Ws-20220927
Water
09/27/2212:35
10/01/2211:15
No additional analytical or quality issues were noted, other than those described above or in the Definitions/ Glossary page.
680-222050-18
SS-90-WS-20220927
Water
09/27/2212:15
10/01/2211:15
Page 3 of 29
Eurofins Savannah
10/14/2022
Page 4 of 29
Eurofins Savannah
10/14/2022

Client Sample Results
Client: ERM-Southeast, Inc. Job ID: 680-222050-1
Project/Site, RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: PW-01-WG-20220928 Lab Sample ID: 680-222050-1
Date Collected: 09128/22 09:35 Matrix: Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fee
Sulfate 671
10.0
4.00 mg/L
10/1112218:52
10
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum <35.0
100
35.0 ug/L
10/03/22 08:10
10/03/2220:03
1
Chromium <2.60
5.00
2.60 ug/L
10/03/22 08:10
10/03/2220:03
1
Iron 2240
100
26.0 ug/L
10/03/22 08:10
10/03/22 20:03
1
Lead <0.340
2.50
0.340 ug/L
10/03/22 08:10
10/03/22 20:03
1
Manganese 2260
5.00
2.20 ug/L
10103/2208:10
10103/2220:03
1
Selenium <1.20
2.50
1.20 ug/L
10/03/22 08:10
10/03/2220:03
1
General Chemistry
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fee
Total Dissolved Solids ISM 1480 20.0 20.0 mg/L 10/03/22 12:03 1
254OC-2015)
Client Sample ID: W-01-WG-20220929
Lab Sample ID: 680-222050-2
Date Collected: 09129/22 11:45
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Sulfate 1040
10.0
4.00 mg/L
10/11/2219:29
10
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum 186
100
35.0 ug/L
10/03/22 08:10
10/03/22 20:14
1
Chromium <2sl)
5.00
2.60 ug/L
10/03/22 08:10
10/03/22 20:14
1
Iron 1090
100
26.0 ug/L
10/03/22 08:10
10/03/22 20:14
1
Lead 0.385 J
2.50
0.340 ug/L
10/03/22 08:10
10/03/22 20:14
1
Manganese 4190
5.00
2.20 ug/L
10/0312208:10
10/03/2220.14
1
Selenium 9.43
2.50
1.20 ug/L
10/03/2208:10
10103/2220.14
1
General Chemistry
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids ISM 2200
20.0
20.0 mg/L
10/03/22 12:03
1
2540C-2015)
Client Sample ID: W-03-WG-20220928
Lab Sample
ID: 680-222050-3
Date Collected: 09128/2216:15
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyle Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Oil Fac
Sulfate 203
10.0
4.00 mg/L
10/11/2219:42
10
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum <35.0
100
35.0 ug/L
10/03/2208:10
10103/2220.18
1
Chromium <2.60
5.00
2.60 ug/L
10/03/22 08:10
10/0312220:18
1
Iron <26.0
100
26.0 ug/L
10/03/22 08:10
10/03/22 20:18
1
Lead <0.340
2.50
0,340 ug/L
10/03/22 08:10
10/03/22 20:18
1
Eurofins Savannah
Page 5 of 29 10/14/2022
Client Sample Results
Client: ERM-Southeast, Inc.
Job ID: 680-222050-1
Project/Site: RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: W-03-WG-20220928
Lab Sample
ID: 680-222050-3
Date Collected: 09128/22 16:15
Matrix:
Water
Date Received: 10/01122 11:15
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable (Continued)
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fee
Manganese 573
5.00
2.20 ug/L
10/03/22 08:10
10/03/2220:18
1
Selenium 3.11
250
1.20 ug/L
10/03/22 08:10
10/03/22 20:18
1
General Chemistry
Analyle Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids ISM 524
20.0
20.0 mg/L
10/03/22 12:03
1
254OC-2015)
Client Sample ID: W-03B-WG-20220928
Lab Sample
ID: 680-222050-4
Date Collected: 09/28/2216:20
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Sulfate 28.7
10.0
4.00 mg/L
10/11/22 19:54
10
Method: SW846 6020B - Metals (ICPIMS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fae
Aluminum 112
100
35.0 ug/L
10/03/22 08:10
10/03/2220:22
1
Chromium 4.29 J
5.00
2.60 ug/L
10/03/22 08:10
10/03/2220:22
1
Iron 1240
100
26.0 ug/L
10/03/22 08:10
10/03/22 20:22
1
Lead <0.340
2.50
0.340 ug/L
10/0322 08:10
10/03/22 20:22
1
Manganese 243
5.00
2.20 ug/L
10/032208:10
10103/2220.22
1
Selenium <1.20
2.50
1.20 ug/L
10103/2208:10
10/03/2220:22
1
General Chemistry
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids ISM 242
20.0
20.0 mg/L
10/03/22 12:03
1
254OC-2015)
Client Sample ID: W-06-WG-20220928
Lab Sample
ID: 680-222050-5
Date Collected: 09128/22 11:10
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Sulfate 16.6
10.0
4.00 mg/L
10/11/2220:07
10
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum <35.0
100
35.0 ug/L
10/03/22 08:10
10/03/2220.26
1
Chromium 5.63
5.00
2.60 ug/L
10/03/22 08:10
10/03/22 20:26
1
Iron 51.0 J
100
26.0 ug/L
10/03/22 08:10
10/03/22 20:26
1
Lead <0.340
2.50
0.340 ug/L
10/03/22 08:10
10/03/22 20:26
1
Manganese 3.83 J
5.00
2.20 ug/L
10/03/22 08:10
10/03/22 20:26
1
Selenium <1.20
2.50
1.20 ug/L
10/032208:10
10/03/2220.26
1
General Chemistry
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids ISM 234
20.0
20.0 mg/L
10/03/22 12:03
1
254OC-2015)
Eurofins Savannah
Page 6 of 29 10/14/2022
13
I

Client Sample Results
Client: ERM-Southeast, Inc. Job ID: 680-222050-1
Project/Site, RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: W-07-WG-20220928 Lab Sample ID: 680-222050-6
Date Collected: 09128/22 12:25 Matrix: Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fee
Sulfate 12.9
10.0
4.00 mg/L
10/1112220:19
10
Method: SW846 6020E - Metals (ICP/MS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum 344
100
35.0 ug/L
10/03/22 08:10
10/03/2220:29
1
Chromium 4.17 J
5.00
2.60 ug/L
10/03/22 08:10
10/03/2220:29
1
Iron 1490
100
26.0 ug/L
10/03/22 08:10
10/03/22 20:29
1
Lead 0.360 J
2.50
0.340 ug/L
10/03/22 08:10
10/03/22 20:29
1
Manganese 153
5.00
2.20 ug/L
10103/2208:10
10/03/2220:29
1
Selenium <1.20
2.50
1.20 ug/L
10/03/22 08:10
10/03/2220:29
1
General Chemistry
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fee
Total Dissolved Solids ISM 182 20.0 20.0 mg/L 10/03/22 12:03 1
254OC-2015)
Client Sample ID: W-08-WG-20220928
Lab Sample ID: 680-222050-7
Date Collected: 09/28/22 15:15
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Sulfate 55.5
10.0
4.00 mg/L
10/11/2220:31
10
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum 1080
100
35.0 ug/L
10/03/22 08:10
10/03/22 20:41
1
Chromium 35.9
5.00
2.60 ug/L
10/03/22 08:10
10/03/22 20:41
1
Iron 2370
100
26.0 ug/L
10/03/22 08:10
10/03/22 20:41
1
Lead 0.745 J
2.50
0.340 ug/L
10/03/22 08:10
10/03/22 20:41
1
Manganese 60.4
5.00
2.20 ug/L
10/0312208:10
10/03/2220.41
1
Selenium 8.61
2.50
1.20 ug/L
10/03/2208:10
10103/2220.41
1
General Chemistry
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids ISM 171
5.00
5.00 mg/L
10/03/22 12:03
1
2540C-2015)
Client Sample ID: W-09-WG-20220927
Lab Sample
ID: 680-222050-8
Date Collected: 0912712211:25
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Oil Fac
Sulfate 14.2
10.0
4.00 mg/L
10/11/2220:44
10
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum <35.0
100
35.0 ug/L
10/03/2208:10
10103/2220.45
1
Chromium <2.60
5.00
2.60 ug/L
10/03/22 08:10
10/0312220:45
1
Iron <26.0
100
26.0 ug/L
10/03/22 08:10
10/03/22 20:45
1
Lead <0.340
2.50
0,340 ug/L
10/03/22 08:10
10/03/22 20:45
1
Eurofins Savannah
Page 7 of 29 10/14/2022
Client Sample Results
Client: ERM-Southeast, Inc.
Job ID: 680-222050-1
Project/Site: RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: W-09-WG-20220927
Lab Sample
ID: 680-222050-8
Date Collected: 09127/22 11:25
Matrix:
Water
Date Received: 10/01122 11:15
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable (Continued)
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
DII Fac
Manganese 1220
5.00
2.20 ug/L
10/03/22 08:10
10/03/2221:41
1
Selenium <1.20
250
1.20 ug/L
10/0312208:10
10/03/22 20:45
1
General Chemistry
Analyle Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids ISM 236
20.0
20.0 mg/L
10/03/22 12:03
1
254OC-2015)
Client Sample ID: SS-01-WS-20220927
Lab Sample
ID: 680-222050-9
Date Collected: 09127/2213:45
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Sulfate 44.2
10.0
4.00 mg/L
10/11/2220:56
10
Method: SW846 6020B - Metals (ICPIMS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fee
Aluminum 80.0 J
100
35.0 ug/L
10/03/22 08:10
10/03/2220:49
1
Chromium <2SO
5.00
2.60 ug/L
10/03/22 08:10
10/03/2220:49
1
Iron 164
100
26.0 ug/L
10/03/22 08:10
10/03/22 20:49
1
Lead <0.340
2.50
0.340 ug/L
10/0322 08:10
10/03/22 20:49
1
Manganese 14.8
5.00
2.20 ug/L
10/032208:10
10103/2220.49
1
Selenium <1.20
2.50
1.20 ug/L
10103/2208:10
10/03/2220:49
1
General Chemistry
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids ISM 206
20.0
20.0 mg/L
10/03/22 12:03
1
254OC-2015)
Client Sample ID: SS-02-WS-20220927
Lab Sample ID: 680-222050-10
Date Collected: 09127/2213:25
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Sulfate 70.7
10.0
4.00 79/1-
10/1112221:46
10
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum 97.1 J
100
35.0 ug/L
10/03/22 08:10
10/03/2220:52
1
Chromium <2.60
5.00
2.60 ug/L
10/03/22 08:10
10/03/22 20:52
1
Iron 180
100
26.0 ug/L
10/03/22 08:10
10/03/22 20:52
1
Lead <0.340
2.50
0.340 ug/L
10/03/22 08:10
10/03/22 20:52
1
Manganese 27.1
5.00
2.20 ug/L
10/03/22 08:10
10/03/22 20:52
1
Selenium <1.20
2.50
1.20 ug/L
10/032208:10
10/03/2220.52
1
General Chemistry
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids ISM 238
20.0
20.0 mg/L
10/03/22 12:03
1
254OC-2015)
Eurofins Savannah
Page 8 of 29 10/14/2022
13
I

Client Sample Results
Client: ERM-Southeast, Inc. Job ID: 680-222050-1
Project/Site, RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: SS-20-WS-20220927 Lab Sample ID: 680-222050-11
Date Collected: 09/27/2214:50 Matrix: Water
Date Received: 10101122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions,
Ion Chromatography
Analyte
Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fee
Sulfate
4.13
1.00
0.400 mg/L
10/12/22 09:44
1
Method: SW846 6020E - Metals (ICP/MS) - Total Recoverable
Analyle
Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum
284
100
35.0 ug/L
10/03/22 08:10
10/03/2220:56
1
Chromium
<2.60
5.00
2.60 ug/L
10/03/22 08:10
10/03/2220:56
1
Iron
1670
100
26.0 ug/L
10/03/22 08:10
10/03/22 20:56
1
Lead
0.435 J
2.50
0.340 ug/L
10/03/22 08:10
10/03/22 20:56
1
Manganese
141
5.00
2.20 ug/L
10103/2208:10
10/03/2220:56
1
Selenium
<1.20
2.50
1.20 ug/L
10/03/22 08:10
10/03/2220:56
1
General Chemistry
Analyte
Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fee
Total Dissolved Solids ISM
85.0
5.00
5.00 mg/L
10/03/22 12:03
1
254OC-2015)
Client Sample ID: SS-25-WS-20220927
Lab Sample ID: 680-222050-12
Date Collected: 09/27/22 12:35
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Sulfate 3.64
1.00
0.400 mg/L
10/12/22 09:56
1
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum 325
100
35.0 ug/L
10/03/22 08:10
10/03/22 21:00
1
Chromium <2.60
5.00
2.60 ug/L
10/03/22 08:10
10/03/22 21:00
1
Iron 1070
100
26.0 ug/L
10/03/22 08:10
10/03/22 21:00
1
Lead 0.530 J
2.50
0.340 ug/L
10/03/22 08:10
10/03/22 21:00
1
Manganese 67.2
5.00
2.20 ug/L
10/0312208:10
10/03/2221.00
1
Selenium <1.20
2.50
1.20 ug/L
101032208:10
10/03/2221.00
1
General Chemistry
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids ISM 82.0
5.00
5.00 mg/L
10/03/22 12:03
1
2540C-2015)
Client Sample ID: SS-30-WS-20220927
Lab Sample ID: 680-222050-13
Date Collected: 09127/2213:55
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyle Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Oil Fac
Sulfate 65.7
10.0
4.00 mg/L
10/11/2222:48
10
Method: SW846 6020E - Metals (ICP/MS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum 306
100
35.0 ug/L
10/03/2208:10
10103/2221.04
1
Chromium <2.60
5.00
2.60 ug/L
10/03/22 08:10
10/0312221:04
1
Iron 652
100
26.0 ug/L
10/03/22 08:10
10/03/22 21:04
1
Lead 0.505 J
2.50
0,340 ug/L
10/03/22 08:10
10/03/22 21:04
1
Eurofins Savannah
Page 9 of 29 10/14/2022
Client Sample Results
Client: ERM-Southeast, Inc.
Job ID: 680-222050-1
Project/Site: RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: SS-30-WS-20220927
Lab Sample ID: 680-222050-13
Date Collected: 09127/22 13:55
Matrix:
Water
Date Received: 10/01122 11:15
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable (Continued)
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fee
Manganese 52.9
5.00
2.20 ug/L
10/03/22 08:10
10/03/2221:04
1
Selenium <1.20
250
1.20 ug/L
10/03/22 08:10
10/03/22 21:04
1
General Chemistry
Analyle Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids ISM 258
20.0
20.0 mg/L
10/03/22 12:03
1
254OC-2015)
Client Sample ID: SS-40-WS-20220927
Lab Sample ID: 680-222050-14
Date Collected: 09127/2213:15
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Sulfate 63.4
10.0
4.00 mg/L
10/11/2223:00
10
Method: SW846 6020B - Metals (ICP/MS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fae
Aluminum 95.9 J
100
35.0 ug/L
10/03/22 08:10
10/03/2221:06
1
Chromium <2.60
5.00
2.60 ug/L
10/03/22 08:10
10/03/2221:08
1
Iron 156
100
26.0 ug/L
10/03/22 08:10
10/03/22 21:08
1
Lead <0.340
2.50
0.340 ug/L
10/0322 08:10
10/03/22 21:08
1
Manganese 15.8
5.00
2.20 ug/L
10/032208:10
10103/2221.08
1
Selenium <1.20
2.50
1.20 ug/L
10103/2208:10
10/03/2221:08
1
General Chemistry
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids ISM 230
20.0
20.0 mg/L
10/03/22 12:03
1
254OC-2015)
Client Sample ID: SS-50-WS-20220927
Lab Sample ID: 680-222050-15
Date Collected: 09127/2215:15
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Sulfate 2.57
1.00
0.400 mg/L
10/12/22 10:08
1
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum 129
100
35.0 ug/L
10/03/22 08:10
10/03/2221:11
1
Chromium <2.60
5.00
2.60 ug/L
10/03/22 08:10
10/03/22 21:11
1
Iron 1010
100
26.0 ug/L
10/03/22 08:10
10/03/22 21:11
1
Lead 0.405 J
2.50
0.340 ug/L
10/03/22 08:10
10/03/22 21:11
1
Manganese 72.1
5.00
2.20 ug/L
10/03/22 08:10
10/03/22 21:11
1
Selenium <1.20
2.50
1.20 ug/L
10/032208:10
10/0312221:11
1
General Chemistry
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids ISM 77.0
5.00
5.00 mg/L
10/03/22 12:03
1
254OC-2015)
Eurofins Savannah
Page 10 of 29 10/14/2022
13

Client Sample Results
Client: ERM-Southeast, Inc. Job ID: 680-222050-1
Project/Site, RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: SS-70-WS-20220927 Lab Sample ID: 680-222050-16
Date Collected: 09/27/2213:00 Matrix: Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fee
Sulfate 6.74
1.00
0.400 mg/L
10/12/2210:21
1
Method: SW846 6020E - Metals (ICP/MS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum 81.6 J
100
35.0 ug/L
10/03/22 08:10
10/03/2221:15
1
Chromium <2.60
5.00
2.60 ug/L
10/03/22 08:10
10/03/2221:15
1
Iron 544
100
26.0 ug/L
10/03/22 08:10
10/03/22 21:15
1
Lead <0.340
2.50
0.340 ug/L
10/03/22 08:10
10/03/22 21:15
1
Manganese 45.5
5.00
2.20 ug/L
10103/2208:10
10103/2221:15
1
Selenium <1.20
2.50
1.20 ug/L
10/03/22 08:10
10/03/2221:15
1
General Chemistry
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed Dil Fee
Total Dissolved Solids (SM 100 5.00 5.00 mg/L 10/03/22 12:03 1
254OC-2015)
Client Sample ID: SS-80-WS-20220927
Lab Sample ID: 680-222050-17
Date Collected: 09/27/22 12:35
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Sulfate 15.8
10.0
4.00 mg/L
10/11/2223:38
10
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum 104
100
35.0 ug/L
10/03/22 08:10
10/03/22 21:27
1
Chromium <2SO
5.00
2.60 ug/L
10/03/22 08:10
10/03/22 21:27
1
Iron 545
100
26.0 ug/L
10/03/22 08:10
10/03/22 21:27
1
Lead <0.340
2.50
0.340 ug/L
10/03/22 08:10
10/03/22 21:27
1
Manganese 48.8
5.00
2.20 ug/L
10/032208:10
10103/2221.27
1
Selenium <1.20
2.50
1.20 ug/L
10103/2208:10
10103/2221.27
1
General Chemistry
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids (SM 108
5.00
5.00 mg/L
10/03/22 12:03
1
2540C-2015)
Client Sample ID: SS-90-WS-20220927
Lab Sample ID: 680-222050-18
Date Collected: 09127/2212:15
Matrix:
Water
Date Received: 10/01122 11:15
Method: MCAWW 300.0-1993 R2.1 -Anions, Ion Chromatography
Analyle Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Oil Fac
Sulfate 34.7
10.0
4.00 mg/L
10/11/2223:50
10
Method: SW846 6020E - Metals (ICP/MS) - Total Recoverable
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Aluminum 71.5 J
100
35.0 ug/L
10/03/2208:10
10103/2221.31
1
Chromium <2.60
5.00
2.60 ug/L
10/03/22 08:10
10/0312221:31
1
Iron 323
100
26.0 ug/L
10/03/22 08:10
10/03/22 21:31
1
Lead <0.340
2.50
0,340 ug/L
10/03/22 08:10
10/03/22 21:31
1
Eurofins Savannah
Page 11 of 29 10/14/2022
Client Sample Results
Client: ERM-Southeast, Inc. Job ID: 680-222050-1
Project/Site: RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: SS-90-WS-20220927 Lab Sample ID: 680-222050-18
Date Collected: 09127/22 12:15 Matrix: Water
Date Received: 10/01122 11:15
Method: SW846 6020E - Metals (ICPIMS) - Total Recoverable
(Continued)
Analyte Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fee
Manganese 14.3
5.00
2.20 ug/L
10/03/22 08:10
10/03/2221:31
1
Selenium <1.20
250
1.20 ug/L
10/03/22 08:10
10/03/22 21:31
1
General Chemistry
Analyle Result Qualifier
RL
MDL Unit
D Prepared
Analyzed
Dil Fac
Total Dissolved Solids (SM 165
5.00
5.00 mg/L
10/03/22 12:03
1
254OC-2015)
Page 12 of 29
Eurofins Savannah
10/14/2022
13
n

QC Sample Results
Client: ERM-Southeast, Inc.
Project/Site, RJRT Ash Landfill - Rural Hall, NC
Method: 300.0-1993 R2.1 -Anions, Ion Chromatography
Lab Sample ID: MB 680-74453312
Matrix: Water
Analysis Batch: 744533
Me Me
Analyte Result Qualifier RL
MDL Unit
Sulfate <0.400 1.00
0.400 mg/L
Lab Sample ID: LCS 680-74453313
Matrix: Water
Analysis Batch: 744533
Spike
LCS LCS
Analyte Atltletl
Result Qualifier
Sulfate 10.0
10.13
Lab Sample ID: LCSD 680-74453314
Matrix: Water
Analysis Batch: 744533
Job ID: 680-222050-1
Client Sample ID: Method Blank
Prep Type: Total/NA
D Prepared Analyzed Dil Fac
10/11/2208.41 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
%Rec
Unit D %Ree Limits
w
mg/L 101 90 - 110
IIII`�■
Client Sample ID: Lab Control Sample Cup
Prep Type: Total/NA
Spike
LCSD LCSD
%Rec RPD
Analyte
Added
Result Qualifier
Unit
D %Ree Limits RPD Limit
Sulfate
10.0
10.10
mg/L
101 90 - 110 0 15
Lab Sample ID: 680-222050-1 MS
Client Sample ID: PW-01-WG-20220928
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 744533
Sample Sample
Spike
MS MS
%Rec
Analyte
Result Qualifier
Added
Result Qualifier
Unit
D %Ree Limits
Sulfate
671
100
769.7 4
mg/L
99 80 - 120
Lab Sample ID: 680-222050-1 MSD
Client Sample ID: PW-01-WG-20220928
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 744533
Sample Sample
Spike
MSD MSD
%Rec RPD
Analyte
Result Qualifier
Added
Result Qualifier
Unit
D %Rec Limits RPD Limit
Sulfate
671
100
764.0 4
mg/L
93 80.120 1 15
Lab Sample ID: 680-222050-10 MS
Client Sample ID: SS-02-WS-20220927
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 744533
Sample Sample
Spike
MS MS
%Rec
Analyle
Result Qualifier
Atltletl
Result Qualifier
Unit
D %Rec Limits
Sulfate
70.7
100
165.8
mg/L
95 80-120
Lab Sample ID: 680-222050-10 MSD
Client Sample ID: SS-02-WS-20220927
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 744533
Sample Sample
Spike
MSD MSD
%Rec RPD
Analyte
Result Qualifier
Atltletl
Result Qualifier
Unit
0 %Rec Limits RPD Limit
Sulfate
70.7
100
164.8
mg/L
94 80 - 120 1 15
Lab Sample ID: MB 680-74473412 Client Sample ID: Method Blank
Matrix: Water Prep Type: Total/NA
Analysis Batch: 744734
MB Me
Analyte Result Qualifier RL MDL Unit D Prepared Analyzed of Fac
Sulfate <0.400 1.00 0.400 mg/L 10/12/22 08:54 1
Page 13 of 29
Eurofins Savannah
10/14/2022
Client: ERM-Southeast, Inc.
Project/Site: RJRT Ash Landfill - Rural Hall, NC
Method: 300.0-1993 R2.1 -Anions, Ion Chrc
Lab Sample ID: LCS 680.74473413
Matrix: Water
Analysis Batch: 744734
Analyte
Sulfate
Lab Sample ID: LCSD 680-74473414
Matrix: Water
Analysis Batch: 744734
Analyte
Sulfate
Lab Sample ID: 680-222050-16 MS
Matrix: Water
Analysis Batch: 744734
Sample Sample
Analyte
Result Qualifier
Sulfate
6.74
Lab Sample ID: 680-222050-16 MSD
Matrix: Water
Analysis Batch: 744734
Sample Sample
Analyte
Result Qualifier
Sulfate
6.74
QC Sample Results
C
Job ID: 680-222050-1
atography
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike
LCS LCS
%Rec
Atltletl
Result Qualifier
Unit D %Rec Limits
10.0
10.39
mg/L 104 90 - 110
a
Client Sample ID: Lab Control Sample Dup
Prep Type: Total/NA
Spike
LCSD LCSD
%Rec RPD
Atltletl
Result Qualifier
Unit D %Rec Limits RPD Limit
10.0
10.43
mg/L 104 90 - 110 0 15
Client Sample ID: SS-70-WS-20220927
Prep Type: Total/NA
Spike MS MS %Rec
Added Result Qualifier Unit D %Rec Limits
10.0 17.11 mg/L 104 80 - 120 -
Client Sample ID: SS-70-WS-20220927
Prep Type: Total/NA
Spike MSD MSD %Rec RPD
Added Result Qualifier Unit D %Rec Limits RPD Limit
10.0 16,52 mg/L 98 80 - 120 3 15
Method: 6020B - Metals (ICP/MS)
Lab Sample ID: MB 680-743189/1-A
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 743384
Prep Batch: 743189
Me MB
Analyte
Result Qualifier
RL
MDL Unit
D Prepared Analyzed of Fae
Aluminum
<35.0
100
35.0 ug/L
10/03/2208:10 10/03/2219:55 1
Chromium
<2.60
5.00
2.60 ug/L
10/03/2208:10 10/03/2219:55 1
Iron
<26.0
100
26.0 ug/L
10/03/2208:10 10/03/2219:55 1
Lead
<0.340
2.50
0.340 ug/L
10/03/22 08:10 10/03/22 19:55 1
Manganese
<2.20
5.00
2.20 ug/L
10103/2208:10 10/03/2219.55 1
Selenium
<1.20
2.50
1.20 ug/L
10103/2208:10 1010312219:55 1
Lab Sample ID: LCS 680.74318912-A
Client Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 743384
Prep Batch: 743189
Spike
LCS LCS
%Rec
Analyte
Atltletl
Result Qualifier
Unit
D %Rec Limits
Aluminum
5000
5070
ug/L
101 80-120
Chromium
100
103.7
ug/L
104 80-120
Iron
5000
5270
ug/L
105 80 - 120
Lead
505
490.1
ug/L
97 80.120
Manganese
400
407.7
ug/L
102 80.120
Selenium
100
105.6
ug/L
105 80-120
Page 14 of 29
Eurofins Savannah
10/14/2022

QC Sample Results
Client: ERM-Southeast, Inc.
Job ID: 680-222050-1
Project/Site, RJRT Ash Landfill - Rural
Hall, NC
Method: 6020B - Metals (ICP/MS) (Continued)
Lab Sample ID: 680.222050.1 MS
Client Sample ID: PW-01-WG-20220928
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 743384
Prep Batch: 743189
Sample Sample
Spike
Ms MS
%Rec
L
Analyte
Result Qualifier
Added
Result Qualifier
Unit
D %Rec Limits
Aluminum
<35.0
5000
4457
ug/L
89 75-125
s
Chromium
<2.60
100
95.51
ug/L
96 75-125
Iron
2240
5000
6826
ug/L
92 75 - 125
Lead
<0.340
505
444.8
ug/L
88 75.125
Manganese
2260
400
2685 4
ug/L
105 75.125
Selenium
<1.20
100
102.9
ug/L
103 75-125
Lab Sample ID: 680.222050.1 MSD
Client Sample ID: PW-01-WG-20220928
Matrix: Water
Prep Type: Total Recoverable
Analysis Batch: 743384
Prep Batch: 743189
Sample Sample
spike
MSD MSD
%Rec RPD
Analyse
Result Qualifier
Added
Result Qualifier
Unit
D %Rec Limits RPD Limit
Aluminum
<35.0
5000
4943
ug/L
99 75-125 10 20
Chromium
<2.60
100
106.6
ug/L
107 75-125 11 20
Iron
2240
5000
7765
ug/L
110 75 - 125 13 20
Lead
<0.340
505
499.2
ug/L
99 75 -125 12 20
Manganese
2260
400
2936 4
ug/L
168 75.125 9 20
Selenium
<1.20
100
113.8
ug/L
114 75.125 10 20
Method: 254OC-2015 - Total Dissolved Solids (Dried at 180 °C)
Lab Sample ID: MB 680-743289/1
Client Sample ID: Method Blank
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 743289
MB MB
Analyte
Result Qualifier
RL MDL Unit
D Prepared Analyzed DII Fac
Total Dissolved Solids
<5.00
5.00 5.00 mg/L
10/03/22 1203 1
Lab Sample ID: LCS 680-74328912
Client Sample ID: Lab Control Sample
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 743289
Spike
LCS LCS
%Rec
Analyle
Added
Result Qualifier
Unit
D %Rec Limits
Total Dissolved Solids
2420
2444
mg/L
101 80 - 120
Lab Sample ID: LCSD 680-74328913
Client
Sample ID: Lab Control Sample Dup
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 743289
Spike
LCSD LCSD
%Rec RPD
Analyte
Added
Result Qualifier
Unit
D %Rec Limits RPD Limit
Total Dissolved Solids
2420
2390
mg/L
99 80- 120 2 25
Lab Sample ID: 680-222050-3 DU
Client Sample ID: W-03-WG-20220928
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 743289
Sample Sample
DU DU
RPD
Analyte
Result Qualifier
Result Qualifier
Unit
D RPD Limit
Total Dissolved Solids
524
498.0
mg/L
5 5
Eurofins Savannah
Page 15 of 29 10/14/2022
Client: ERM-Southeast, Inc.
Project/Site: RJRT Ash Landfill - Rural Hall, NC
QC Sample Results
Job ID: 680-222050-1
C
Method: 2540C-2015 - Total Dissolved Solids (Dried at 180 °C) (Continued)
Lab Sample ID: 680.222050.8 DU
Client Sample ID: W-09-WG-20220927
Matrix: Water
Prep Type: Total/NA
Analysis Batch: 743289
Sample Sample
DU DU
RPD
Analyte Result Qualifier
Result Qualifier Unit
D RPD Limit
Total Dissolved Solids 236
224.0 mg/L
5 5
Eurofins Savannah
Page 16 of 29
10/14/2022

QC Association Summary
QC Association Summary
C
Client: ERM-Southeast, Inc.
Job ID: 680-222050-1
Client: ERM-Southeast, Inc.
Job ID: 680-222050-1
Project/Site, RJRT Ash Landfill - Rural Hall, NC
Project/Site: RJRT Ash Landfill - Rural Hall, NC
HPLC/IC
Metals (Continued)
Analysis Batch: 744533
Prep Batch: 743189 (Continued)
Lab Sample ID
Client Sample to
Prep Type
Matrix
Method Prep Batch
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Balch
680-222050-1
PW-01-WG-20220928
Total/NA
Water
300.0-1993 R2.1
680-222050-14
SS-40-WS-10220921
Tot at Recoverable
Water
3005A
680-222050-2
W-01-WG-20220929
Total/NA
Water
300.0-1993 R2.1
Lk
680-222050-15
SS-50-WS-20220927
Total Recoverable
Water
3005A
680-222050-3
W-03-WG-20220928
Total/NA
Water
300.0-1993 R2.1
680-222050-16
SS-70-WS-20220927
Total Recoverable
Water
3005A
680-2220504
W-038-WG-20220928
Total/NA
Water
300.0-1993 R2.1
680-222050-17
SS-80-WS-20220927
Total Recoverable
Water
3005A
680-222050-5
680-222050-6
W-06-WG-20220928
W-07-WG-20220928
Total/NA
Total/NA
Water
Water
300.0-1993 R2.1
300.0-1993 R2.1
680-222050-18
MB 680-743189/1-A
SS-90-WS-20220927
Method Blank
Total Recoverable
Total Recoverable
Water
Water
3005A
3005A
680-222050-7
680-222050-8
W-08-WG-20220928
W-09-WG-20220927
Total/NA
Total/NA
Water
Water
300.0-1993 R2.1
300.0-1993 R2.1
LCS 680-743189/2-A
680-222050-1 MS
Lab Control Sample
PW-01-WG-20220928
Total Recoverable
Total Recoverable
Water
Water
3005A
3005A
680-222050-9
SS-01-WS-20220927
Total/NA
Water
300.0-1993 R2.1
680-222050-1 MSD
PW-01-WG-21220921
Total Recoverable
Water
3005A
680-222050-10
SS-02-WS-20220927
Total/NA
Water
300.0-1993 R2.1
Analysis Batch: 743384
680-222050-13
SS-30-WS-20220927
Total/NA
Water
300.0-1993 R2.1
680-222050-14
SS40-WS-20220927
Total/NA
Water
300.0-1993 R2.1
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
680-222050-17
SS-80-WS-20220927
Total/NA
Water
300.0-1993 R2.1
680-222050-1
PW-01-WG-20220928
Total Recoverable
Water
6020E
743189
680-222050-18
SS-90-WS-20220927
Total/NA
Water
300.0-1993 R2.1
680-222050-2
W-01-WG-20220929
Total Recoverable
Water
6020E
743189
MB 680-74453312
Method Blank
Total/NA
Water
300.0-1993 R2.1
680-222050-3
W-03-WG-20220928
Total Recoverable
Water
6020B
743189
LCS 680-74453T3
Lab Control Sample
Total/NA
Water
300.0-1993 R2.1
680-2220504
W-03B-WG-20220928
Total Recoverable
Water
6020B
743189
LCSD 680-744533/4
Lab Control Sample Cup
Total/NA
Water
300.0-1993 R2.1
680-222050-5
W-06-WG-20220928
Total Recoverable
Water
6020E
743189
680-222050-1 MS
PW-01-WG-20220928
Total/NA
Water
300.0-1993 R2.1
680-222050-6
W-07-WG-20220928
Total Recoverable
Were
6020B
743189
680-222050-1 MSD
PW-01-WG-20220928
Totel/NA
Water
300.0-1993 R2.1
680-222050-7
W-08-WG-20220928
Total Recoverable
Water
6020B
743189
680-222050-10 MS
SS-02-WS-20220927
Total/NA
Water
300.0-1993 R2.1
680-222050-8
W-09-WG-20220927
Total Recoverable
Water
6020B
743189
680-222050-10 MSD
SS-02-WS-20220927
Total/NA
Water
300.0-1993 R2.1
680-222050-9
SS-01-WS-20220927
Total Recoverable
Water
6020B
743189
680-222050-10
SS-02-WS-20220927
Total Recoverable
Water
6020B
743189
Analysis Batch: 744734
680-222050-11
SS-20-WS-20220927
Total Recoverable
Water
6020B
743189
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
680-222050-12
S8-25-WS-20220927
Total Recoverable
Water
6020B
743189
680-222050-11
SS-20-WS-20220927
Total/NA
Water
300.0-1993 R2.1
680-222050-13
SS-30-WS-20220927
Total Recoverable
Water
6020B
743189
680-222050-12
SS-25-WS-20220927
Total/NA
Water
300.0-1993 R2.1
680-222050-14
SS-40-WS-20220927
Total Recoverable
Water
6020B
743189
680-222050-15
SS-50-WS-20220927
Total/NA
Water
300.0-1993 R2.1
680-222050-15
SS-50-WS-20220927
Total Recoverable
Water
6020B
743189
680-222050-16
SS-70-WS-20220927
Total/NA
Water
300.0-1993 R2.1
680-222050-16
SS-70-WS-20220927
Total Recoverable
Water
6020B
743189
MB 680-744734/2
Method Blank
Total/NA
Water
300.0-1993 R2.1
680-222050-17
SS-80-WS-20220927
Total Recoverable
Water
6020B
743189
LCS 680-744734/3
Lab Control Sample
Total/NA
Water
300.0-1993 R2.1
680-222050-18
SS-90-WS-20220927
Total Recoverable
Water
6020B
743189
LCSD 680-744734/4
Lab Control Sample Dup
Total/NA
Water
300.0-1993 R2.1
MB 680-74318911-A
Method Blank
Total Recoverable
Water
6020B
743189
680-222050-16 MS
SS-70-WS-20220927
Total/NA
Water
300.0-1993 R2.1
LCS 680-74318912-A
Lab Control Sample
Total Recoverable
Water
6020B
743189
680-222050-16 MSD
SS-70-WS-20220927
Total/NA
Water
300.0-1993 R2.1
680-222050-1 MS
PW-01-WG-20220928
Total Recoverable
Water
6020E
743189
680-222050-1 MSD
PW-01-WG-20220928
Total Recoverable
Water
6020E
743189
Metals
General Chemistry
Prep Batch: 743189
Analysis Batch: 743289
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method Prep Batch
680-222050-1
PW-01-WG-20220928
Total Recoverable
Water
3005A
Lab Sample ID
Client Sample ID
Prep Type
Matrix
Method
Prep Batch
680-222050-2
W-01-WG-20220929
Total Recoverable
Water
3005A
680-222050.1
PW-01-WG-20220928
Total/NA
Water
2540C-2015
680-222050-3
W-03-WG-20220928
Total Recoverable
Water
3005A
680-222050-2
W-01-WG-20220929
Total/NA
Water
254OC-2015
680-2220504
W-03B-WG-20220928
Total Recoverable
Water
3005A
680-222050-3
W-03-WG-20220928
Total/NA
Water
254OC-2015
680-222050-5
W-06-WG-20220928
Total Recoverable
Water
3005A
680-222050-4
W-03B-WG-20220928
Total/NA
Water
254OC-2015
680-222050-6
W-07-WG-20220928
Total Recoverable
Water
3005A
680-222050-5
W-06-WG-20220928
Total/NA
Water
254OC-2015
680-222050-7
W-08-WG-20220928
Total Recoverable
Water
3005A
680-222050-6
W-07-WG-20220928
Total/NA
Water
254OC-2015
680-222050-8
W-09-WG-20220927
Total Recoverable
Water
3005A
680-222050-7
W-08-WG-20220928
Total/NA
Water
254OC-2015
680-222050-9
SS-01-WS-20220927
Total Recoverable
Water
3005A
680-22205M
W-09-WG-20220927
Total/NA
Water
2540C-2015
680-222050-10
SS-02-WS-20220927
Total Recoverable
Water
3005A
680-222050-9
SS-01-WS-20220927
Total/NA
Were
254OC-2015
680-222050-11
SS-20-WS-20220927
Total Recoverable
Water
3005A
680-222050-10
SS-02-WS-20220927
Total/NA
Water
254OC-2015
680-222050-12
SS-25-WS-20220927
Total Recoverable
Water
3005A
680-222050-11
SS-20-WS-20220927
Total/NA
Water
254OC-2015
680-222050-13
SS-30-WS-20220927
Total Recoverable
Water
3005A
680-222050-12
SS-25-WS-20220927
Total/NA
Were
254OC-2015
Eurofins Savannah
Eurofins Savannah
Page 17 of 29
10/14/2022
Page 18 of 29
10/14/2022

QC Association Summary
Client: ERM-Southeast, Inc.
Job ID: 680-222050-1
Project/Site, RJRT Ash Landfill - Rural Hall, NC
General Chemistry (Continued)
Analysis Batch: 743289 (Continued)
Lab Sample ID Client Sample ID
Prep Type
Matrix
Method Prep Batch
680-222050-13 SS-30-WS-20220927
Total/NA
Water
254OC-2015
680-222050-14 SS-40-WS-20220927
Total/NA
Water
2540C-2015
680-222050-15 SS-50-WS-20220927
Total/NA
Water
254OC-2015
680-222050-16 SS-70-WS-20220927
Total/NA
Water
254OC-2015
680-222050-17 SS-80-WS-20220927
Total/NA
Water
2540C-2015
680-222050-18 SS-90-WS-20220927
Total/NA
Water
254OC-2015
Me 680-743289/1 Method Blank
LCS 680-743289/2 Lab Control Sample
Total/NA
Total/NA
Water
Water
254OC-2015
2540C-2015
LCSD 680-743289/3 Lab Control Sample Dup
Total/NA
Water
2540C-2015
680-222050-3 DU W-03-WG-20220928
Total/NA
Water
2540C-2015
680-222050-8 DU W-09-WG-20220927
Total/NA
Water
254OC-2015
Lab Chronicle
Client: ERM-Southeast, Inc.
Project/Site: RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: PW-01-WG-20220928
Date Collected: 09/28/22 09:35
Date Received: 10/01/22 11:15
Job ID: 680-222050-1
Lab Sample ID: 680-222050-1
Matrix: Water
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA Analysis 300.0-1993 R2.1
10
5 mL
5 mL
744533
10/11/22 18:52
71C
EET SAV
Instrument ID: CICL
Total Recoverable Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable Analysis 6020B
1
743384
10/03/2220:03
BWR
EET SAV
Instrument ID: ICPMSC
Total/NA Analysis 2540C-2015
1
50 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instmment ID: NOEOUIP
Client Sample ID: W-01-WG-20220929
Lab Sample ID: 680-222050-2
Date Collected: 0912912211:45
Matrix: Water
Date Received: 10101/22 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA Analysis 300.0-1993 R2.1
10
5 mL
5 mL
744533
10/11/2219:29
T1C
EET SAV
Instrument ID: CICL
Total Recoverable Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable Analysis 6020B
1
743384
10/03/2220:14
BWR
EET SAV
Instrument ID: ICPMSC
Total/NA Analysis 254OC-2015
1
50 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instrument ID: NOEOUIP
Client Sample ID: W-03-WG-20220928
Lab Sample ID: 680-222050-3
Date Collected: 09/28/2216:15
Matrix: Water
Date Received: 10/01122 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type
Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA
Analysis 300.0-1993 R2.1
10
5 mL
5 mL
744533
10/11/2219:42
T1C
EET SAV
Instrument ID: CICL
Total Recoverable
Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable
Analysis 6020B
1
743384
10/03/2220:18
BWR
EET SAV
Instrument ID: ICPMSC
Total/NA
Analysis 254OC-2015
1
50 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instrument ID: NOEOUIP
Client Sample ID: W-03B-WG-20220928
Lab Sample ID: 680-222050-4
Date Collected: 09/2812216:20
Matrix: Water
Date Received: 10/01122 11:15
Batch Batch
oil Initial
Final
Batch
Prepared
Prep Type Type Method Run
Factor Amount
Amount
Number
or Analyzed Analyst Lab
Total/NA Analysis 300.0-1993 R2.1
10 5 mL
5 mL
744533
10/1112219:54 71C EET SAV
Instrument ID: CICL
Total Recoverable Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10 RR EET SAV
Total Recovereble Analysis 6020B
1
743384
10/03/2220:22 BWR EET SAV
Instrument ID: ICPMSC
Total/NA Analysis 254OC-2015
1 50 mL
200 mL
743289
10/03/22 12:03 PG EET SAV
Instrument ID: NOEOUIP
Eurofins Savannah
Eurofins Savannah
Page 19 of 29 10/14/2022
Page 20 of 29
10/14/2022

Lab Chronicle
Client: ERM-Southeast, Inc. Job ID: 680-222050-1
Project/Site, RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: W-06-WG-20220928 Lab Sample ID: 680-222050-5
Date Collected: 09128/22 11:10 Matrix: Water
Date Received: 10101122 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA Analysis 300.0-1993 R2.1
10
5 ml-
5 mL
744533
10/11/22 20:07
TIC
EET SAV
Instrument ID: CICL
Total Recoverable Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable Analysis 6020B
1
743384
10/03/2220:26
BWR
EET SAV
Instrument ID: ICPMSC
Totel/NA Analysis 2540C-2015
1
50 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instrument ID: NOEOUIP
Client Sample ID: W-07-WG-20220928
Lab Sample ID: 680-222050-6
Date Collected: 09128/22 12:25
Matrix: Water
Date Received: 10101122 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA Analysis 300.0-1993 R2.1
10
5 mL
5 mL
744533
10/11/22 20:19
71C
EET SAV
Instrument ID: CICL
Total Recoverable Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable Analysis 6020B
1
743384
10/03/2220:29
BWR
EET SAV
Instrument to: ICPMSC
Total/NA Analysis 254OC-2015
1
50 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instrument to: NOEOUIP
Client Sample ID: W-08-WG-20220928
Lab Sample ID: 680-222050-7
Date Collected: 09/28/2215:15
Matrix: Water
Date Received: 10/01122 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type
Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA
Analysis 300.0-1993 R2.1
10
5 mL
5 mL
744533
10/11/22 20:31
71C
EET SAV
Instrument ID: CICL
Total Recoverable
Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable
Analysis 6020B
1
743384
10/03/2220:41
BWR
EET SAV
Instrument ID: ICPMSC
Total/NA
Analysis 254OC-2015
1
200 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instrument ID: NOEOUIP
Client Sample ID: W-09-WG-20220927 Lab Sample ID: 680-222050-8
Date Collected: 09127/2211:25 Matrix: Water
Date Received: 10/01122 11:15
Batch Batch
oil
Initial
Prep Type
Type Method Run
Factor
Amount
Total/NA
Analysis 300.0-1993 R2.1
10
5 mL
Instrument ID: CICL
Total Recoverable
Prep 3005A
50 mL
Total Recoverable
Analysis 6020B
1
Instrument to: ICPMSC
Total/NA
Analysis 254OC-2015
1
50 mL
Instrument to: NOEOUIP
Final
Batch
Prepared
Amount
Number
or Analyzed
Analyst
Lab
SmL
744533
10/1112220:44
TiC
EET SAV
250 mL
743189
10/03/22 08:10
RR
EET SAV
743384
10/03/2220:45
BWR
EET SAV
200 mL
743289
10/03/22 12:03
PG
EET SAV
Eurofins Savannah
Page 21 of 29 10/14/2022
Lab Chronicle
Client: ERM-Southeast, Inc.
Project/Site: RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: SS-01-WS-20220927
Date Collected: 09127/22 13:45
Date Received: 10/01122 11:15
Job ID: 680-222050-1
Lab Sample ID: 680-222050-9
Matrix: Water
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA Analysis 300.0-1993 R2.1
10
5 mL
5 mL
744533
10/11/22 20:56
T1C
EET SAV
Instrument ID: CICL
Total Recoverable Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable Analysis 6020B
1
743384
10/03/2220:49
BWR
EET SAV
Instrument ID: ICPMSC
Totel/NA Analysis 2540C-2015
1
50 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instrument ID: NOEOUIP
Client Sample ID: SS-02-WS-20220927
Lab Sample ID: 680-222050-10
Date Collected: 09127/2213:25
Matrix: Water
Date Received: 10101122 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA Analysis 300.0-1993 R2.1
10
5 mL
5 mL
744533
10/11/22 21:46
71C
EET SAV
Instrument ID: CICL
Total Recoverable Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable Analysis 6020B
1
743384
10/03/2220:52
BWR
EET SAV
Instrument OF ICPMSC
Total/NA Analysis 254OC-2015
1
50 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instrument to: NOEOUIP
Client Sample ID: SS-20-WS-20220927
Lab Sample ID: 680-222050-11
Date Collected: 0912712214:50
Matrix: Water
Date Received: 10/01122 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type
Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA
Analysis 300.0-1993 R2.1
1
5 mL
5 mL
744734
10/12/22 09:44
OK
EET SAV
Instrument ID: CICL
Total Recoverable
Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable
Analysis 6020B
1
743384
10/03/2220:56
BWR
EET SAV
Instrument ID: ICPMSC
LTptal/NA Analysis 254OC-2015 1 200 mL 200 mL 743289 10/03/22 12:03 PG EET SAV
Inet—ent lD: NOEOUIP
Client Sample ID: SS-25-WS-20220927 Lab Sample ID: 680-222050-12
Date Collected: 09127/2212:35 Matrix: Water
Date Received: 10/01122 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type
Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA
Analysis 300.0-1993 R2.1
1
5 mL
5 mL
744734
10/12/22 09:56
OK
EET SAV
Instrument to CICL
Total Recoverable
Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable
Analysis 6020B
1
743384
10/03/2221:00
BWR
EET SAV
Instrument ID: ICPMSC
Total/NA Analysis 254OC-2015 1 200 mL 200 mL 743289 10/03/22 12:03 PG EET SAV
Instrument to: NOEOUIP
Eurofins Savannah
Page 22 of 29 10/14/2022

Lab Chronicle
Client: ERM-Southeast, Inc. Job ID: 680-222050-1
Project/Site, RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: SS-30-WS-20220927 Lab Sample ID: 680-222050-13
Date Collected: 09/27/2213:55 Matrix: Water
Date Received: 10101122 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA Analysis 300.0-1993 R2.1
10
5 mL
5 mL
744533
10/11/22 22:48
TIC
EET SAV
Instrument ID: CICL
Total Recoverable Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable Analysis 6020B
1
743384
10/03/2221:04
BWR
EET SAV
Instrument ID: ICPMSC
Totel/NA Analysis 2540C-2015
1
50 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instrument ID: NOEOUIP
Client Sample ID: SS-40-WS-20220927
Lab Sample ID: 680-222050-14
Date Collected: 09127/2213:15
Matrix: Water
Date Received: 10101122 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA Analysis 300.0-1993 R2.1
10
5m1-
5mL
744533
10/11/2223:00
T1C
EET SAV
Instrument ID: CICL
Total Recoverable Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable Analysis 6020B
1
743384
10/03/2221:08
BWR
EET SAV
Instrument to: ICPMSC
Total/NA Analysis 254OC-2015
1
50 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instrument to: NOEOUIP
Client Sample ID: SS-50-WS-20220927
Lab Sample ID: 680-222050-15
Date Collected: 0912712215:15
Matrix: Water
Date Received: 10/01122 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA Analysis 300.0-1993 R2.1
1
5 mL
5 mL
744734
10/12/22 10:08
OK
EET SAV
Instrument ID: CICL
Total Recoverable Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable Analysis 6020B
1
743384
10/03/2221:11
BWR
EET SAV
Instrument ID: ICPMSC
Total/NA Analysis 254OC-2015
1
200 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instrument ID: NOEOUIP
Client Sample ID: SS-70-WS-20220927
Lab Sample
ID: 680-222050-16
Date Collected: 0912712213:00
Matrix: Water
Date Received: 10/01122 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type
Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA
Analysis 300.0-1993 R2.1
1
5 mL
5 mL
744734
10/12/22 10:21
OK
EET SAV
Instrument ID: CICL
Total Recoverable
Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable
Analysis 6020B
1
743384
10/03/2221:15
BWR
EET SAV
Instrument to: ICPMSC
LTotal/NA Analysis 2540C-2015 1 200 mL 200 mL 743289 10/03/22 12:03 PG EET SAV
Instrument to: NOEOUIP
Lab Chronicle
Client: ERM-Southeast, Inc.
Project/Site: RJRT Ash Landfill - Rural Hall, NC
Client Sample ID: SS-80-WS-20220927
Date Collected: 09127/22 12:35
Date Received: 10/01122 11:15
Job ID: 680-222050-1
Lab Sample ID: 680-222050-17
Matrix: Water
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA Analysis 300.0-1993 R2.1
10
5 mL
5 mL
744533
10/11/22 23:38
TIC
EET SAV
Instrument ID: CICL
Total Recoverable Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable Analysis 6020B
1
743384
10/03/2221:27
BWR
EET SAV
Instrument ID: ICPMSC
Totel/NA Analysis 2540C-2015
1
200 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instrument ID: NOEOUIP
Client Sample ID: SS-90-WS-20220927
Lab Sample ID: 680-222050-18
Date Collected: 09127/2212:15
Matrix: Water
Date Received: 10101122 11:15
Batch Batch
oil
Initial
Final
Batch
Prepared
Prep Type
Type Method Run
Factor
Amount
Amount
Number
or Analyzed
Analyst
Lab
Total/NA
Analysis 300.0-1993 R2.1
10
5 mL
5 mL
744533
10/11/22 23:50
71C
EET SAV
Instrument ID: CICL
Total Recoverable
Prep 3005A
50 mL
250 mL
743189
10/03/22 08:10
RR
EET SAV
Total Recoverable
Analysis 6020B
1
743384
10/03/2221:31
BWR
EET SAV
Instrument OF ICPMSC
Total/NA
Analysis 254OC-2015
1
200 mL
200 mL
743289
10/03/22 12:03
PG
EET SAV
Instrument to: NOEOUIP
Laboratory References:
EET SAV = Eurofins Savannah, 5102 LaRoche Avenue, Savannah, GA 31404, TEL [phone]
Eurofins Savannah Eurofins Savannah
Page 23 of 29 10/14/2022 Page 24 of 29 10/14/2022

Accreditation/Certification Summary
Client: ERM-Southeast, Inc.
Project/Site, RJRT Ash Landfill - Rural Hall, NC
Job ID: 680-222050-1 Client: ERM-Southeast, Inc.
Project/Site: RJRT Ash Landfill - Rural Hall, NC
Laboratory: Eurofins Savannah
The accreditations/certifications listed below are applicable
to this report.
Authority
Program
Identification Number
Expiration Date
Runde
NELAP
E87052
07-30-23
Georgia
State
E87052
06-30-23
North Carolina (WW/SW)
State
269
12-31-22
Page 25 of 29
Eurofins Savannah
10/14/2022
u
Method Summary
C
Job ID: 680-222050-1
Method Method Description Protocol Laboratory
300.0-1993 R2.1 Anions, Ion Chromatography MCAW W EET SAV
6020B Metals(ICP/MS) SW846 EET SAV
2540C-2015 Total Dissolved Solids (Dried at 180 °C) SM EET SAV
3005A Preparation, Total Recoverable or Dissolved Metals SW846 EET SAV
Protocol References:
MCAW W = "Methods For Chemical Analysis Of Water And Wastes", EPA-600/4-79-020, March 1983 And Subsequent Revisions.
SM = "Standard Methods For The Examination Of Water And Wastewater"
SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.
Laboratory References:
EFT SAV = Eurofins Savannah, 5102 LaRoche Avenue, Savannah, GA 31404, TEL [phone]
Eurofins Savannah
Page 26 of 29 10/14/2022
A
0
m

Page 27 of 29 10/14/2022 Page 28 of 29 10/14/2022

Login Sample Receipt Checklist
Client: ERM-Southeast, Inc.
Login Number: 222050
List Number: 1
Creator: Sims, Robert D
Job Number: 680-222050-1
List Source: Eurofins Savannah
Question
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
meter.
The cooler's custody seal, if present, is intact.
True
Sample custody seals, if present, are intact.
True
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Sampler's name present on COC?
True
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
N/A
There is sufficient vol. for all requested analyses, incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
N/A
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
Eurofins Savannah
Page 29 of 29 10/14/2022
12

APPENDIX C GROUNDWATER SAMPLING LOGS
www.erm.com Version: 1.0 Project No.: 0633243 Client: R.J. Reynolds Tobacco Co. January 2023
2022-12 Edwards Rd LF Rural Hall GW Report.docx

wATER MATRIX SAMPLING
FIELD DATA FORM
R."
Ska Name: RJRT Edwards Road Lar&ll .job 4:0561517
Sample Type: CIrNa one.IMonftr Welk, DPT, Surface Water, Porn bk WSW; other]
[51mpjeiD: IN- - [-ty.� sill —
nnm: j r2 I
Sampling Personnel: AnDlenry lS F. Tmyor C. Alan �OkC
tr Condlgvns: P C Rskc Other
Tlmv:
iv-II Flay, up
Well lacked: Lock prosrnc a ue
Well flalbd: Yea. e;rLu Wall Da : Ne
WeR pse condltlon: Good. Cwxsd. Rr06es, Oesr
Nkll Ta Present: Ye4
WalllO fnfo. an Ta : Yes.
Wall Ca Gondltlon: cimd Reiff Odrsr
Well Locallon: w0°da OIFbr
Addlllamt Comments: '-' rti
Tofsl Depth of Well IIT.D.I:
Screen Lenglh: b. so, 111, Ro restaVer.
Depth W Water B.T. : n'
Well OlametEr X. ti ° a 4.drrrOW+r-
Field Parameters measured whh: Wtkrqba
Casing Type: sud p01r
Purge feats: fb MUM
Tubin
sampling D"Icer p "• °"• MOL Otlrer
kteseudn Paint: TOC olher.
lrump Intake bajow MR. ;
13010r: CI III: r4 Odor- Yea
T'ma: Volume OTW: Tamp
mfn
PH
cbd uAftj
SPC
tuSkffilmV
DO
ORP
Turk
u
Comments:
- -- is" rule*
t.rYerlsx hebrbr By.
M
al usl
4+f.
ax
f&A
fovN
.F
1q%e
7
t •'t I I t
S'
q : -7
f. ei
0
3
t .Z4
OffidaI Samplina Date & Tune. al l Zjlf.,y3
Nmpgs Collected Analysis Requested ?MeNalw &K-LiMLwmahLI.
atrs:
n •ae re�..reerr r>var,r.r.a.we wra re rr�sv r eern rr.wsa •--- ru.., w,w,e � rrw • _.
ep.re,wer wr.n mrO,ean en.w,.nr1..e.�
m•reY aF/rwrwYYY�a�ef ,. p3i¢ a.,yxrwert��q.....oy�gp Ownw re.wrepJa nl
WATER MATRIX SAMPLING
FIELD DATA FORM
FRM
(11(a Name: R1R7 Fdvrards Road LaMMI Job tD561617
SmnpleType: CwOone MonRor We I Surface Water, Pofrblr WSW; other)
Gam 1c S0; O
Date: 'q
Sampling Penwnnal: Andrvny k F- Trevor C. Alan Duke
Westhar Candmona: OuI ftW Cloudy,flare Otlrer
me:
Well Typ., Flwh Svfsw COmdeewL 9tick ll COrri
We}I Looked: NO Lock Pnar rt ,ale
Wen To Pmwnt:
Well ID Info. on Ta :
Ha
No
Well Boiled: Yea Na, WA Wall Ca Na
Wall Cap Condition:
OV1°r
Well Pad Condltlon: VwIIiI Cmdmd, RepLea C —
Well LOCaflon:
Arm Ce'a . VkodL
Add5wal Comments -
Toil Depth ai Wef} .D.:
Screen Length: v0 awdrer
De tO Water 9.T. : pl . TP
Wall Diameter. Q,7ti >s. a 0d
Field Pam—w- msaauevd wgh:
C"Inp Type:
sw O�°r
Purge Raw: r mLwm
Sampllrrg ee:AM
LI Gry asses-, POB. Car-
Tubin
meauring PI
TOC other
Pump Inulm Cft
below M.P.)
Color:
Cdos: vs-.
TIms:
n
Volume
OTW:
Temp
pH
559C
DO
ORP Tufb
mV NTIj
1- iF
low low COmmenlE.
Sbheb.ibO
q2�7
t—now
--?
7i
y7L
N-
.1 w1
+f•
YA
N.
1mL
bo
�.II
i,g s
I
11-
, 67-
ay
14
—
OffiI Sampl1w IULIs me. `•' 412-t f Itys,
Samolea Collected: Analms Reguesled: Preservsll+re: Hold Time (%I lac:
NODE
p�•hWA�Om�•mwrwa„uem.0.iwp]3 e. R.p��wa�.,wwrrsorw. io nn.._a.aar O.Iwp.tt lg

WATER MATRIX SAMPLING kv
FIELD DATA FORM ERM
Sffa Name: RRMT Edwerd6 ROSO LAndt�Ll Jab A05515V
Sample TYPe! Gircla One, onlfg!< OPT, Surface Water, PaNtda WSW; uth„r}
Sam is fm C
❑am: �L
Sampling enonnel: Anthorry K F- Tmvor C- Alan Duke
Weather Gandtuons: Rant Od*r
Time:
Wall Typel Hugh&ZNM c k u f:anNo
Well Present:
Na
Wall Locked: No Lock Present•
W a ID Info, on Ts ; No
Writ Belted: Y.%Nc, NM WaR G No
Rplm Oe�er
Well Pad Cmdfdan: A ROPWI% Cod'-
:
WII MtlanM
Contra*. Woad*• Ob-, .
Additonal Comments:
Total Dapth of WeII IT.D.1:
Screen Lan :
€ 0. 16, so 1600I K
De th to Water D.T. : tl' G .
well Diameter.
a, a lreMe-oenr.
Field Parametars measured wPBr: MetC■sln
Type:
uawr.
P.m. Rate: mtfain
Sampling Device:
gloom*^• . Bart. PDK ee—
Tubin
meaaudn Point:
Toe other:
Pump Intake Tfl below N.P.}
Color:
Odor. Vas, No
Tme: Volume DTW: Tamp PH
min Pu ed fee! id unfla
SpC
uwun
DO
m
ORP
mV
Tull
NTU
Comments:
Smnefuatiaa [>e rro* H• k- •h
Cnoe�' H1rNese]4' str, 0.1 unit a%
1h
to%
�F
IC my
�
IML'
L
HRdoMmolurg Date & lime: 11fIn 11z r
amnles Collected: Anofts Re d Preservative: Time da UL
rs:
7O prnwrwgm it MOR afaYredr WWa Yd—OW helm —t err d mm V cram r Pr Wh,rm
mt@Yoa hanY dtl r am q r1te1 m/�eW r rrrrrrwe.
'AYderara h W h Y d r., 0.1 r� A Ado Mr h h More r ^r�lr erp a--_ _ rrrAt rpnq,
WATER MATRIX SAMPLING
FIELD DATA FORM E,,'RM
t
Sha Namo: RI RT Edwards Road Landfill
Sample Type: Coda one SnEiEiF-T, SPrtaca Water, Potnblfr WSW; ethorj
Sun le b: r d
date
Sampling Personnel: Anlfwy IL F. 7mor C. Ain Duke
Wealhar Condllions- P C Re4c OUrr
Tlma: 3
WNI o: rash Vatace u Wall Ta Presant:
Well Looked: — No Lock Pma No Watt tO Info. on Ta
WeII Ooltad: A WeII Ca : No Well Ca Conditl n:
WHI Pad Cond3Non: • cr.dr.a, Mir WeII Location:
Jou tt.05515
Na
No
Cainar,
7
ad er
alrr
Additional Comments:
Total Death of WeII (T.O.);
Screen Lon9ft 5.
UE. 20
ir%ognr
De to Water P.T.
Wa11 Diameter:
4 s
Ir1Cra ~-
Foul Paramatm measured WIN
h n
Casing T a:
ta..l
oAK
Purge Rate' •� ad6 n l-fth
Sam piing Device•.
hunatar,. LinardNe, sow, Ib& Oeur-
h6rn a:
measurin Point:
TOC
other.
Pump Inbke 4ft befew MA); I'
Color, bjt&V
Odor: Yaa•
Time: Volume D11W:
min Pu feet
Temp
pK
few u
$PC OO
uSfan m
N- .N
9% 1*11
ORmVP
eE I
10my
TNTur6
u
-I-
10%1 Cmnmems'
8*eeR:aaaar tare rote
Calerlea Crwv}r
!1.
3%
-H.
g.1 WN
IT-T317,45
'7. yj
17-71.1
t3
1 or
f7 U
3
3
j_
4
o
I
, Y
1K
Of6de1 Samolind Dale & Time: 'O Zfl Z ` . f 1 V II S
Samples Collected: Analysis Reoueebed: QraservatatL Hull lime fdoval: 1w
nhl=a r1..�.. �yeihrrmn,e..r unitM ana�M�arplalYnd,sa rwwwwcnw ourmmel...q nx.,.0 Mow2
ra. mamaaM a7eY tole online —w ry1 rrrcAr mlrewrA
pl-THlA'rAFnh W! * Ya ar, al n pm R P.mlmnq W b brr.q r rs.q a wP aiwwl hNow At n m31ny

WATER MATRIX SAMPLING
FIELD DATA FORM ERM
Site Name: RAT Edwards Road Landm
n
Sample Type: Clyde uno • (Mnrtilor Willi, DM, 6urlace Water, Patabia WSW. athor)
eon r-orclat
-
Sam Is ID; —
Date: 4 e
Samplln Pamannal: nthany K. F. Traver C, Alan Duke
Weafhar CondlNoria daasl, Dew
Tlme:
--
gYall Tea: - $�r}�gn Cptrigl0q 9 m W611 TA Present:
W'eli CacRed: fln Lack P'rdsti Yea. Hn Well rD InTa. on To11Nv
Well Bolted: Yea, No N WEII Cap. ea. Well Ce Condllfo
Wail Pad Condlllan: W. Cradled. Clurer Well I.eeatlorr_ lr
Additlennl Commanta:
No
CucreM ,osier
Total Depth CS Wall (T.D.}: semen Length: s
Wr is. 2a Met~
Oe m w water (D.T.W): ni [] r Well Diameter: rz 14. a. s Incfam•omar.
F rerd parameters measured with: l✓3
Caelnp Typo:
steal
Purge Rate: r ml7min
Sampling Device:
1:1e M.. • WW. PDfi. Dlhr
Tubin e:
Measuring NIA
TOC other
pump Intake In Wow M.P,);
Color:
Odor: Yea, No
Time: Volume
min Pu ed
DTW,
feet
Temp
pli
aid
SpC <]C7
m ILI
�- `r'
9x fo%
ORP Turb
mV HTII
'�
1mY se%' Commeilra:
0
S46elmegen
Grltxle` al
[Sea now
bamw
•�
s%
+1�
O.f uNI
a
Sa
:'dSG
ry� 1
J.-Y
t
9
2�
to r,.qg,
fix,
O I Sam fl e Trm r
o mples Cobck—d;Analysis R Ind Pam' 11fL:
ti0w TtmQ.[d;irs}_ t—e.
pHsv oa oai — woe k a...w w.ro. ws�r re rraw e,•a�r• e,^a'a en..+"r �.r e. n.va ..m...e eatM
W-a"�aerMxa w...d eya.M.s nrruennb
ry�-T�al drwaranwao., i.. p... a, mes2n ry�a.r is b.u.�.arnwe.ri��«o ar.ew,h.e-0.i �.pxea
Names jSJKI EMwMMnasa
ql■ Type: Circle one• I. WWI
WATER MATRIX SAMPLING
FIELD DATA FORM
K
Job X:0551517
Well Loclnd• uo� LocY P T ne Well in iaio. en Ta Nc
Well Bol6ed: Yea. A Well Cap: . No Well Cap Condldon: wepl.:., Omer
Well Pad CondlUen: Coed ogxr Well LQcatlon: cneq 9tl er
Addltlanal Comments:
Total Depth of %WI (T.D.): Screen Length: 5. 10, +5. 20 f d w.
Ile Ci to Water D.T. : ni a Wall D1srMte� +, e, a kad.Mdier.
Field Parameters measured with: •.aaaln8 T steel oe1er
Pu a Rate: [ �n Samprl no Device: ranera%S IAe,uooR • Pdfi, 07iK
Tubin Type: Maasu+ln Pelnx TOC other.
pump intake th below M.P.): 1115, Color. �dar. Yr
Tvne:
mlo
Volume
taut ee
DTW:
teat
Tamp
pH
atd unn
SpC QO ORP Tulb
uSlan mY Mil
♦!- 4 4 •!.
9ni 10% tomV 1t1%r Commerce:
I
Lis4afa'
{see riole
4eloM�
-
5%
•f.
Q4urk
ra : g3b
rrw -1
l
jS
rl u �-
t
tS.}
L3 3 -G
I (
I to .le
Y
.it- I V'o I T7
U.)
4.1-L
I q?t, I q elk, 41 It
a
t
lti-4
1
.41.I 1 T" 1 31
J(
4T
40 . it I T*
t:e
'f
1
Itt t
()1 Sa r2j, C Pale S Timt< ± —L r 10 ---
samC es II An�lAneloouas ed presely id f0.aY9L LQZ<
r�:x«..w.eran m exr^d �• �w r.. W �w�,aa...a...,r,.e„ween..rw ire rrwe ewr.. 'J��{%/y/�f/
� a,,.w r.d.n r.+mrinW eyadM�-n.-rf�'= EiralwaSf+e (� /
ra • ieer we�'�e �.r n i. eta as ai m na] R. nqy ea e a tore ia.rrn a �r �'�

WATER MATRIX SAMPLING
FIELD DATA F'ORN
Name: NI Edward, Road Ondfill
Type: Cfde an-(AAunitarKfeli T, Surface Warer, Potable WSW;
.s
Job:d:Mctarr
Id'7:lti::r�
-
sampling �: _
'T;!tP+'Of C•
Alan Mks
ealher CondHlolls_ Pardr
Time:
. Rah:
Wall FLwh,'wataoa C—PI fiw gbck U
Wall Ta Present:
No
II LOCkld: !6 Lock
Well IU ln}a. On Ta
fb]
W.II 0*ftd: N%NfA Wa11 G
Na
Well Ca Cmedldda:
niter
Wall Pad CondlHon•
rackaq
, Otlrr
Well L.acadoTP: Gras,.
Woods, Odur
Additional COmmelllr
Total Depth of Well (T.G.l;
�1 1
screen Length:
s, 1% 16, xo
faeFpN.r. 74
Depth W Witter C.T. : pl
Well Diameter.
2. i, !
k dleacdw
Fiald Parameters measured With:
Casing Type:
PIC. +
Purge Rain
mihnin
Sampling DOACe'
•fie• War.
Tumng nmel Paptqhna
Meeaurin Paint
TUC
other:
Pump Intake (ft below NLP. ;
Color cleetr Odor: Yes,
Time: I
min
Volume
Purged
UTW:
Temp
PH w DO
atd unl
4. H- 0.
el um ,% in
ORP
mV
µ
10my
TO
NTli
*1
Saw cvrn—nk:
- - -
C,ttwfar
laM rc
hd-f
H-
,%
11, la
CD
gqr3
-AI
4
d.v,
1tLr
i.
r
7,YZ Qe4
G
Y • Z
u: r3
I r-s
.4•311.0
3 7
T
it
Y.
.f
r
I
H•
17
l is l
3 ti
fs• qs
II •3t S
'L
r
Lit i
gmaaLsAnfin—D& —&TLrm0112t1Z12— r 11Lf
Samoa Got_ Mcted. Ane Re uea rc Hold rms idaysl, L&
llama. ,,,rerana,.n,arwrxea,.
rn-a. m R..rn My� o mmn xw.w.ir rw •r+,•^aoa r�.e.n
ul•+ay..o.ue...emr...,r »nw m,..mr.�w,.r. rela/rr lri ti,amn Mbwa�^M1+�7
Pr-rrxew.ot,.resw.�a,.N�aal. C.µoN+.rre`n'ia.
I
WATER MATR1x SAMPLING FIELD OATA FORM —
OfrlGet SampftnjD le&Time 6117Lfad f rSi
am oiletl gnalwia S"Uma
Negs:
r.-
Rl•avrrswed.rrr�a�eA
PI•*mlw+nrtntAnMlrr a.�a1 �1a1ar1 h.rp eer MYw,eM�mlro�i�MY�aI �p]1h

WATER MATRIX SAMPLING WATER MATRIX SAMPLING ku
FIELD DATA FORM ED * � FIELD AA TA FORM ERM
We Name: RAT E&wards Road Landfill Job f:0551517
Sample Type: Cirde rn10 onflor, Well, O , Surface Water, Potable WSW; other)
Sample 1➢:
_
pate: 7
8amp11112 Pesonnal: ;Anthony K F. Trevor C. Nan Duke
Weather CondlRons;
ft*Cloudy, CkWv. Prs6 Over
Time:
II Flan suxea
suds t
Well Top Present
N.
Well Locked No
%-0uk as,
Well ID lolb. on Tod'.
No
Well Bolted: Yn
Well Cap: Y., M
Well Cap ConditPo .
Onrr
Welt Pad CondWon: Good,
, R.-Lkr, cow.
Well l.acatim; mraes, / dl,
dtrr
Additional Comments:
Cr K.j,
Toot Depth of Well [T.D,);
e '
Screen tanffib:
5. 10, 15, 2a red-o9w..
De M t01NatFf O,T. :03
110.1 %
W.II nl.moter.
6, a
Field Parameters measured wit,:
Casing Type: reo.
tad
*rw:
Purge Ratr: f" U O
nip*
Sampling DewlCe:
tsar, FM Oawr.
Tubin e:
Measuring P-Int
TOC
r:
Pump I.W. lRLet-w M.P.$:
C.1or.
Odor. Yer. N
Time:
Vchume
DTW:
fee
Temp
PH
Hd units
�ppc
err
DO
A
ORP;Turb
raV•t•0.1
Comments
URI
]%
10%
10my
1-4/0
a.o
014
S.
.I
— 4
al/s
aI
fi,
O;v❑
ndL
—'K
Z
o
Ofmml SomoM Qgtv h Tirnw_ 1 rjG 5
Salo pies Wlecled: Anaivda Reoueeldd: ePr serydt e: Nold Time fdaysl: Jig
p�,�w n..uw Ypaaoomrdwi.r waVa W mar ti.w ewwwwPe,w rr r.rw•.rq e^wrrrn
� Td irwY.�XJ�NN ra rw 0.l�rw�rR
p�. R P�0. � YIr q.w�r w.�.9 a rros•s.n MYn0.1 sA.n 4
88mPla Type: Cirds ono • [MonNOr Well, OPT uncce
r, Pobble WSW; cderj
Sam Ie Ip;
Oat-:
sampling Pemonnef: A.rnhony R. F. Trevor G Alan buko
alher Conditions: Rah; parr
Time:
Well sumea suck
Well Locked: Yes. Ne ck Present Yik No
Wall Ta
Weft 10 Wk. on Te : 5� -
Well Boieed: Y.%No, VA Wal . Yes. W
Well CaP Co e--4 RgAks, pinaf
"I Pad Condtuon: G.M, on ow. k
bon: Greg• AuurwlL Gmarew. Woods. Odwr
AddidonaI Commenta:
Total Depth of Wag ,p,);
Seeen 5, lk 15. so teat w..
r-iwDe to Wafer D-T. : nI
att bl-meter: a a, a ammner
FWd Parameters medsule@ with: fsA
Casing Type: PiC, Mw.
Purge Rate: mvaan
Sampling OsNcs: P.r4ralc. Qrutdfus, a,%,, pne, peer
Tubin Type: erw
Pump tebr ka fft below M.P.y:
Measuring Point TOC other
Color: odor. Yes, No
Time: Volume DTW:
i puroad feel
Temp
PH
vid unUl
SpC
JuSlarn)m
DO
✓L
ORP Turb
my RTII
H-
fo my I soli' Comme,nta:
~Ckiena'101100r.1t+rb.Ar
3%
DA wra
e5
fw
LN I ILL
Official Sampllna Date & Time:' 2 1 1 ] S
Samples COUected: Artahlais Rea ueslad: Preeervellve- Hold Time fdaval: L&
irHvre�a�a..-.. a� N mmm n w.a.tr w�a.M d+w^k w 101C• ^'a"'�• e�,� nw..r k. �+w w, m. w mm�n
aj.9t.Mo1M e-Pe t1Y17Npw,ee..mr �reMn ,�...WM*..0.
lA.Toala 1�i.W aYk MP fsr Pl,.tE.SYR r'^NN wmubnve..uoufe uwd�wda�l.dII5,np1`f0.

ow —
WATER MATRIJC SAMPLING
HELD DATA FORM ke
Sam ❑ d Tme; 7M/U , 13 Zc:�_
Snp.lU Cnll"N@d sie Rea 8[edr
I!i Bold Tme ldayar Lae:
h
q-r�Aµnn WwdrH Yw rwvt moue. wWa n,.a «wn.a.�.,..yaew rnwm..wo imp]a rp
WATER MAMiX SAMPLING
FIELD DATA FORM ERM
SHa Name: RJRT Edwarda Read LaMNII Jea Tf:usosa 11
Sample Type: Cirda one-(Munhor Well, DPT, t{aee WataS; Potable WSW; ether]
Sam to ID:
Date:
Sampling Personnel: MVwny K. F, Trevor C. Alan Duke
WcethN oondmon . .Cloudy- fier, plrfr
Time:
Weil T Sudaoe Slot f anolebxi Well Ta Present Y WW
Well Locked: rw, Lock Presel>r va, NA�Wejiose.on
7a : Ysr, �Wel[Bolted:
Yee,No.WA 16a Yam. 1+.
Pad Condttlon: Deer
Add ftjona l Cvm menta;
condldon. GodWat[
etl NWnL Conueb VWodx onrr
Total Depth of Wall {T.D.j:
n Length: 0. 10. 15, sa leeFoe—
De th to Wrier D.T. : ar
Fled Prrarrlekra menu wHh:
Pu SRRi • ., :�.-
7uhin 7 n
wou r: T. L e. a eelascdler.
Casing po: pvc 6tw cer.r.
9ampllnp oevlaa: almnnm. BrulML ed T. FOR. DOmr
Iftnurina Point: TOG Mer.
Pump boil* ift below M.P.}
Color: Skim: Yu. Ne
lime.
m�
Volume
DTW:
feel
Twnp
pN
ury
SpC
u91cm
DO
m
ORP
mV
Turb
NTiI
Commema
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WATER MATRIX SAMPLING
-7ELD DATA FORM
Well e: F-4&uhm Can gyy, ComplB6ou
W011 Lack. Na Loch present: Yn, Ne
ell gcttBd: Yee. na, fell to : Yes, No
WeR log Preaent yea He
Wa4lD info. on Te Yaq tla
Well Cap Condnn:
Well Pad cvndlWn: God. °°d
Addillcnal Comments:
Well LvraSio
Oarer
nspalL Woma
vaar
Total 6epth 'We ll IT.O.]:
de !h t6 Wager a j. . m
Field Paremetem mm tli-
semen Length:
welt DiamBter.
Ceti ng Type:
S, t0. 1S
p- B
Pvr. Sleel
feerae.r.
nru.s-oBar
u -
Purge Rate: munw
Tuhln e:
Pump ]nmlw (R below M.P,];
Tme; Volume DTW:
min Pu ed
Shhe@a5m iwP now
CrifMa betawj�
Temp
c
+1-
IIY
samplln8 Device:
Color Color In point
pH $pC DO
std unli0 Stan m
y. .r• H-
0.i1np 81i 1a'R
PmhttlEc, kiW.00n Goad". %der, PG& Ohw
TOC ether
Odor. y,4 W
CTTurk
mV t3T11
.7- *F
10mV 5a%� Cammerdc:
1
r OfWal Sampling Dale & Frma: I�+� �'L t 1 6:
Sa moles Collected Analysis Requested; Preserval:W, Hold Tlme fdayal• Lab
Nofn:
(R—o, me n...«. a.n b mm. a.w w rYrw4a M oww� s ran isrw.wp a�w.s en r �.p.� e.r l�
py • 6blCslan oLN e.rN M e�.. me. vernl eena�f..wunrni
r�-iesidr1eeewuely b. Yr.n of m p.n q. CWg9�. b see r peru.rrx rup earn erbr0.r m W.]i p.
l WATER MA'TRfXSAMP N,G
Da�le 8
q_ff'ateiSampllrlg—TM, s L@
Samole. CvflOded: Analyeie RBnue5le�'
(q-isim+%.e�MW meow moa NJM wnp�" tiapN t.wmyy.rw.ry. �rOdW`m .selmn.lr n.
(T-Twld..ANarbN�MO.[wWS M oMi

F
WATER MATRIXSAMPLING
FIELD DATA FORM
ERM
SNe Name, RJRT Edwards Road Landfill
Sample Type- iarde one - {Monitor Wall, OPT,
Job 4:0551517
ce We r, Parable WSW; other)
Sam Ile
Cate:
Sampy K. F, Trevor C.
Alan Duke
WeathCIaWy. Rehr Cbler
Time:
Well et R-h $ Cwnomlw, slkkU CPm
Well Ta PresenL Yek No
Well LA tip Lack presets: Yes, Na
Well ID info. on Ta ; vas. Re -
Wetl Bolted: Yak No—. cap: vas, No,
Well Cap Conditlon• .Doer
Well Pad CondlUorl: Goad, Claud,
Wall cne., 0..ak W.* Deer
Additional Comments:
alai Depth of Well [T.C,}:
Screen 4 10. +S TD keMofler,
no thto Water D_
Weki Alamekr, e, 1 Yides•oeieC
FleW PaFameicis measured with:
Casing a; PVC,
Purge Rate: mLre:n
samong Device: PowelfiG 6ru Ax. seta. P 1. ot-
Tubirr Type:
lllelsurl point 70C other.
Pump Into ke(ft balew M.P.):
Color. Odor. Yw tW
r IK�'TT :
mLin •
Volute-"t
Pu ed
ATW:
feet
-`temp
pH
std Units
SpC 00 ORP Turn
uSfen m my HTU
+L µ W- ♦7-
3fi to% fo my to% Commenm:
shiblift.b-
Cdkne�
f
isle nave
CNMenhl
IR
s76
H-
0.i vM
v
7 I Z 4
Official Ss li na Time:
Semmes Coltectedd A I fa
Des praaw�rrvetive' Hold T lC6YSe1 UL
ants' o+min.d.A.ww•M�f��ee..ls��WSYbeerler�^ef ar..w—ra.r ear..
i11.Oe ��nw.aKe'r meacalwWr/A'> 0+w<P11'a
�,xbaoewePreeritlmr..l a.i.W+i0.r+�ua.'r rr.md r'.ww,r r.r ww+.—e•�.•
m.remvero� m wsm a �...I+e
WATER MATRIX SAMPLING
FIELD DATA FORM ERM
She Name: RJRT fill Job p:0551517
Sample Type: Circle One • @Monlmr Well, OPT, aurfase Water, Pomble W3W; other))
Sam le ID:
Date: 9 m-
sampling Personnel: Anthony K. F. TnsvOr C. Alan Duke
Weather COndltlons: llehe ad.
Time:
Well er FwSwa—Cum ski Well Tan P+'aaent: Yee, NO
W - Yea No Lock Prelim& Yea. Nu . .Wall ID Into. on�Ym No
We11 Bulled; Yee a!I Ca Yea Np Well Ca Condlhon: L:aod,
We11 Pad Candrdon: Gpcd, C-k d, : Cvesa CmcfNa, Weoda. Wier
Additional Comments:
Total Depth of Wall
:��
De to r D.T. : l
a 6 rna-~
Redd Parameters mxeured wlK'-
CaainPVC. Shw ovw.
Purge Rite; MUM
oln
aamplin oevlce: n—lda '• FULA LwAr
MeaeuHn Paint: TOG other:
Pump Intake rft tnlow M,P. ;
Color: Odor: Yer• No
Time:
min
Volume
Pu
DTW:
feet
Temp
Pti
old unlffi
spC
uSlcrtt
rD
m L
OR P
mV
Turb
NTU
Comments:
Bt.tWcaticn
fseende
edbwj
al.
,x
al1 Alix
(
3%
0 %
so
t.
IF
lower
+o 'x'
l U.
Cfridal samping Dole Alime: � ! /'Z J
Samples Col ed: Anal is Redueste 1 PfPServatly Hold llmo IdaYs]. I&
Notes:
aR. se m rrers ems w nnwn w owe w.r.w. � �--r�r r••••••t•• r.�r,riria.
pr-Thm JeYwb,MbrsRe�.s.l mNm n� r�grw,ee. b�.�rrrrwrrr enaee Wn6l elltl■

WA 7FR MATRIX SAMPHNG
FIELD DATA FORM ERM
Site Name: RJRT Edwarda Rcnd LSMfill lab 4:0651Si7
Sam Ple Type: Clyda one -(Mon ltor Wall, ❑PT, dace Wader, Prom h[* WSW; nrhe r[
SampleI S __
Date: �] Z
Sampling Person net: Anthony K. F. Trevor C. Alan Duke
weather Cnnd[Do s CJ-L*. C". RinL OLc
Time:
Well Ty a: F , m Co-Dwon. sari up Cemdeeon
Wolf Ta Present:
o
Well Locked; Yes, tJo ent Yes, H.
Well fD -act: rts. No
Well Bolted: yee, Po, wA Well Cap: rey
Cap Condition:
rood, "pi.— over
Well Pad Condltluni C.ucd, c: dw RepW O,,
Well Location: Grass, Asphalt Cohost., Wendy Cher
Additional Commence;
Total Cepth of Weil {T.q];
Screen Length:
5. . s. 20 rmt-au b,
De th to Water fD.T.W ; In
Wel[ D1ameMr.
2, i, G, a Iadna alhr.
Field Parameters ured with: r
Caaing T
rK, S{eef
Purge Rate:. i mllmia
Sampiing 13evfce:
PeriaWk kk a f'n dkq aster. PDP, other
7ubin er -,�.
Pump Intake (ft below M.P.):
Measuring Point:
Color:
TOC other.
[Olen vas, No
Time: Volume DTW:
min Pu etl test
Temp
]
pii
atd units
SPC
uS cm)
DO
(mmlu
ORP
mV
Turk
NTU
COmments:
-- tma we
v,
•F
Al une
.e.
3%
+r-
10%
+h
1O my
+1-
1D%'
z�
]
Official Sampling Data & Time: 1 l �Z- + /
Samoies C01feMed: Analvsls Reouesled: Preservative: H91d 71m days):J<g�;
Notate
n1•bnot �•drar�.d�loa ufr rterewwPNa� MrWd�eMw.rrr �w�N»r m,a.,
pp.ryi, yr.yanrY.ena, r.e frn nr .Ab4 ror`e�arr�wr nr+r+nm�.,c oeba�.i�zra+.p.w�
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