3405_Forsyth_RJReynolds_RuralHall_Indus_Oct21GW_FID1642707_20220214

Groundwater &Surface
Water Monitoring Semi-
RlReynolds Annual Summary Report —
October 2021
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
February 2022
Project No.: 0588865
r
The business of sustainability E RM

ERM FRN Inc. Telephone: [phone]
Summit Avenue F+1 704 624 7928
NC 28203 www.erm.com
February 14, 2022
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— October 2021
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 October 2021 groundwater and surface water monitoring event associated with the
subject property.
As outlined in Section 5.0 of the report, ERM is requesting NCDEQ authorization to modify the
Sampling and Analysis Plan for the subject Site by transitioning to annual monitoring and
discontinuing analyses for barium, cadmium and lead. If acceptable, please provide written
authorization to modify the Sampling and Analysis Plan.
Please contact Mr. Scott Snow of R.J. Reynolds Tobacco Company at 336-741-2236 or me if you
have any questions or comments.
Sincerely,
Alan M rtin, P.G.
Project Manager
Attachments:
Environmental Monitoring Reporting Form
Groundwater and Surface Water Monitoring Summary Report
cc: Mr. Scott Snow - R.J. Reynolds Tobacco Company
Mr. Max Hopkins - R.J. Reynolds Tobacco Company
Mr. Brian Wilson - ERM
Mr. Dave Wasiela - ERM

DENR USE ONL�Y:t ❑Paper Report ❑Electronic Data - Email CD (data loaded: Yes / No Doc/Event #:
NC DENR 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 D. Martin
E-mail: [e-mail]
Phone:[phone]
Facility name: Facility Address: Facility Permit # NC Landfill Rule: Actual sampling dates (e.g.,
(.0500 or. 1600) October 20-24, 2006)
R.J. Reynolds Industrial Landfill Edwards Road (S.R. 1903) 34-05 0.0503 October 20-21, 2021
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, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete notification of any sampling values meeting or exceeding groundwater standards or explosive gas
levels, and a preliminary analysis of the cause and significance of concentrations exceeding groundwater standards. I am aware that there
are significant penalties for making any false statement, representation, or certification including the possibility of a fine and imprisonment.
Alan D. Martin, PG Project Manager 704-541-8345
Facility Represe i e Name (Print) Title
February 14,
Signature
ERM NC, Inc. - 300 Summit Avenue, Suite 330, Charlotte, NC 28203
Facility Representative Address
)Telephone Number
G�QO[ Is Affix NC Licensed/ Professional Geologist Seal
dos*
G d
ora
Z : ►ih = _
NC Professional Geologic Corporation # C-470
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009

Signature Page
February 14, 2022
Groundwater
& Surface
Water
Monitoring
Semi -Annual
Summary
Report
— October
2021
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Alan Marti , PG
Principal Geologist
ERM NC, Inc.
300 West Summit Avenue, Suite 330
Charlotte, North Carolina 28203
Phone: [phone]
© Copyright 2022 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.: 0588865 Client: R.J. Reynolds Tobacco Co. February 14, 2022
2021-10 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING CONTENTS
SEMI-ANNUAL SUMMARY REPORT — OCTOBER 2021
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.......................................................................................................................... 9
Figure2
Site Plan.........................................................................................................................................9
Figure 3
Groundwater Flow Directions........................................................................................................9
Figure 4
Groundwater Sampling Results — October 2021........................................................................... 9
Figure 5
Surface Water Sampling Results — October 2021.........................................................................9
Figure 6
Sulfate Isocontour Map - Groundwater..........................................................................................9
Figure 7
Hydrogeologic Conceptual Model..................................................................................................9
Figure 8
Sulfate Trends - Groundwater....................................................................................................... 9
Figure 9
Sulfate Trends — Surface Water.................................................................................................... 9
List of Tables
Table 1 Monitoring Well Construction Details..............................................................................................9
Table 2 Groundwater Elevations..................................................................................................................9
Table 3 Groundwater and Surface Water Sampling Event Summary Data ................................................. 9
Table 4 Groundwater Field Parameters.......................................................................................................9
APPENDIX A HISTORICAL GROUNDWATER AND SURFACE WATER QUALITY
ANALYTICAL DATA
APPENDIX B LABORATORY DATA SHEETS
APPENDIX C GROUNDWATER SAMPLING LOGS
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2021-10 Edwards Rd LF Rural Hall GW Repon.docx

GROUNDWATER & SURFACE WATER MONITORING INTRODUCTION
SEMI-ANNUAL SUMMARY REPORT — OCTOBER 2021
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
1. 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 October 2021 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.
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.). An updated water quality monitoring plan presented in the February 2014 CAP (ERM)
was approved by NCDEQ on February 19, 2014 and is summarized in Section 3. Figure 2 depicts the
locations of the groundwater 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 October 20-21, 2021 and
are summarized in the following table:
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2021-10 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — OCTOBER 2021
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Samplinq and Analvses Plan
SUMMARY OF MONITORING PROGRAM
Analytic I Parameters
Sample Metals a Total Dissolved
Sulfate Field
/ Solids
Location I.D. (EPA 6020B(EPA 300 .0) Parameters b
7074 SM 2540C
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,a
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
✓
✓
✓
Insufficient water
SS-60
✓
✓
✓
✓
SS-70
✓
✓
✓
✓
SS-80
✓
✓
✓
✓
SS-90
✓
✓
✓
✓
Subtotal
11
11
11
10
TOTAL
19
19
19
18
2 Aluminum, barium, cadmium, chromium (total), iron, lead, manganese and selenium.
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 October 2021 sampling event.
Temporary point not included in routine sampling.
e 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 February 2014 CAP. Depth -to -water measurements and groundwater
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2021-10 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING DESCRIPTION OF WATER QUALITY CONDITIONS
SEMI-ANNUAL SUMMARY REPORT — OCTOBER 2021
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
elevations for available monitoring wells from the October 2021 sampling event are presented in Table 2.
Groundwater flow directions are presented on Figure 3. Groundwater and surface water analytical data
from the October 2021 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 October 2021 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 October 2021 sampling event are presented on Figures 4
and 5, respectively. Figure 6 depicts the isoconcentration contours of sulfates in groundwater at the site
and Figure 7 presents a hydrogeologic conceptual site model and cross-section. Sulfate concentrations
in groundwater and surface water over time are presented graphically on Figures 8 and 9, respectively.
4. DESCRIPTION OF WATER QUALITY CONDITIONS
The following sections highlight key findings from the analytical results.
4.1 Site Hydrogeology
The Site geology consists of fractured bedrock (gneiss and schist) overlain by partially weathered rock
and a mantle of residual soils near the surface. The depth to bedrock beneath the Site generally ranges
from 10 to 50 feet 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 partially weathered rock 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 Hydraulic Gradient - Saprolite/Partially Weathered Rock (PWR)
October 20, 2021
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
16.21
806.47
Leak Creek a
780.0
0
780
26.47
180
0.147
W-3
804.43
4.86
799.57
Leak Creek a
785.5
0
785.5
14.07
80
0.176
Average Hydraulic Gradient
0.161
a Leak Creek bed elevation represents groundwater discharge line
Based on the October 2021 hydraulic gradients, the groundwater flow rate (seepage velocity) in the
saprolite/PWR aquifer zone was calculated as summarized below.
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2021-10 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — OCTOBER 2021
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
Groundwater Seepage velocity Calculation = Ki/ne
DESCRIPTION OF WATER QUALITY CONDITIONS
where:
K = hydraulic conductivity 0.080 ft/day (estimated)
i = horizontal hydraulic gradient 0.161 ft/ft (measured)
ne = effective porosity 0.25 estimated
Groundwater Seepage Velocity (Saprolite/PWR) =
_ (0.08) ( 0.161) / (0.25) = 5.17 x 10-2 ft/day
or 19 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 October 2021 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, and four metals above the applicable North Carolina groundwater standards (NC 2L
standard). Sulfate, the primary constituent related to the landfill, was detected in two groundwater
samples in excess of the NC 2L standard. Iron was detected in three of the eight groundwater monitoring
well samples in excess of the NC 2L standard. Manganese was detected in three of the eight
groundwater monitoring well samples in excess of the NC 2L standard. Total chromium was detected in
two groundwater monitoring well samples each in excess of the NC 2L standard. Selenium was detected
in the W-1 groundwater sample above the NC 2L standard. 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). Dissolved solids were detected in two 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 total dissolved solids 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 October 2021 groundwater samples were
collected approximately nine 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 October 2021 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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2021-10 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING DESCRIPTION OF WATER QUALITY CONDITIONS
SEMI-ANNUAL SUMMARY REPORT — OCTOBER 2021
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
4.3 Surface Water
A total of 11 surface water samples were collected during the October 2021 sampling event. The October
2021 surface water monitoring results indicate there are no surface water quality impacts directly
attributable to the landfill. Concentrations of sulfates and total dissolved solids in all of the samples
collected during the October 2021 sampling event were below the applicable North Carolina surface
water standards (NC 213 standards). Iron, manganese and lead were present above the applicable NC 2B
standards in the SS-50 surface water sample collected upgradient of the landfill. Iron, manganese and
lead concentrations in the remaining samples were below the applicable NC 2B standards. No selenium
or chromium were reported in the surface water samples.
Overall, October 2021 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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2021-10 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING PRELIMINARY ANALYSIS
SEMI-ANNUAL SUMMARY REPORT — OCTOBER 2021
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
5. PRELIMINARY ANALYSIS
The October 2021 monitoring results demonstrate:
■ Sulfate, total dissolved solids, iron, manganese, selenium 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 total dissolved solids 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 total dissolved solids
in all 11 surface water samples did not exceed the applicable NC 2B 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, manganese and lead concentrations above the applicable NC 2B
standards were reported the SS-50 surface water sample upgradient of the landfill. The presence of
these metals in the upgradient sample is likely attributable to suspended sediment created during the
sampling process due to low -flow conditions in the creek during sampling. Iron and manganese
concentrations were below the NC 2B standards in all remaining surface water samples. Chromium
and selenium were not detected in the remaining surface water samples.
■ The October 2021 samples were collected approximately nine 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.
A transition to annual groundwater and surface water monitoring is recommended based on the continued
water quality improvements at the Site. In addition, discontinuation of analyses for barium, cadmium and
lead in groundwater and surface water samples is recommended due to their absence or infrequent
detections at concentrations consistently below the applicable NC 2L or 213 standards. An updated
Sampling and Analysis Plan incorporating these recommended changes is presented below.
Annual Sampling and Analyses Plan
Sample Metals a
Location I.D. (EPA 602013/
7074)
Groundwater:
W-1 ✓
W-2 ✓
W-3 ✓
W-3B ✓
W-5
W-6 ✓
W-7 ✓
W-8 ✓
W-9 ✓
PW-1 ✓
Analytical Parameters
Sulfate Total Dissolved
(EPA 300.0) Solids
(SM 2540C)
Field
Parameters b
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2021-10 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — OCTOBER 2021
Edwards Road Landfill — Permit # 34-05
Rural Hall, Forsyth County, North Carolina
PRELIMINARY ANALYSIS
Analytic I Parameters
Sample Metals a Total Dissolved
/ Sulfate Solids
Location I.D. (EPA 6020B(EPA 300 .0)
Field b
Parameters
7074) (SM 2540C)
PZ-1 ° -- ✓ ✓
--
PZ-2 c -- ✓ ✓
--
PZ-3 c -- ✓ ✓
--
PZ-4 c -- ✓ ✓
--
PZ-5 -- ✓ ✓
--
PZ-6 d
--
--
--
--
PZ-7 d
--
--
--
--
PZ-8 d
--
--
--
--
PZ-9 d
--
--
--
--
PZ-10 d
--
--
--
--
Subtotal
9
14
14
9
Surface Water:
SS-01
✓
✓
✓
✓
SS-01+150 d
--
--
--
--
SS-01+550 d
--
--
--
--
SS-01+850 d
--
--
--
--
SS-02
✓
✓
✓
✓
SS-10
--
--
--
SS-20
✓
✓
✓
✓
SS-25
✓
✓
✓
✓
SS-30
✓
✓
✓
✓
SS-40
✓
✓
✓
✓
SS-50
✓
✓
✓
✓
SS-60
✓
✓
✓
✓
SS-70
✓
✓
✓
✓
SS-80
✓
✓
✓
✓
SS-90
✓
✓
✓
✓
Subtotal
11
11
11
11
TOTAL
20
25
25
20
'Aluminum, chromium (total), iron, manganese and selenium.
b Field parameters include temperature, pH, specific conductivity, turbidity, dissolved oxygen, and oxidation-reduction potential.
Analysis for all metals in PZ samples discontinued per NCDWM authorization dated 71912020.
d Temporary point not included in routine sampling.
The revised schedule for proposed annual monitoring activities is summarized below.
Target
Activity Completion Date
Conduct Annual Water Quality Monitoring Event September 2022
Submit Water Quality Monitoring Summary Report to NCDEQ December 2022
ERM respectfully requests NCDEQ concurrence with the reduced monitoring frequency and the modified
Sampling and Analysis Plan which are supported by a review of the nine years of Site monitoring data
since completion of the synthetic cap installation. If acceptable, please provide written acceptance of
these changes.
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2021-10 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING REFERENCES
SEMI-ANNUAL SUMMARY REPORT — OCTOBER 2021
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, Permit No. 34- ERM
05
2012-10-09
Letter correspondence to NCDENR regarding Groundwater Modelling &
ERM
Water Quality Monitoring, Facility #34-05
2012-11-07
Groundwater Corrective Action Permit Modification Application
ERM
2013-10-01
Groundwater Corrective Action Application and Revised Groundwater
ERM
Modelling Scenarios
2013-10-10
Regulatory approval of Groundwater Corrective Action Application
NCDENR
2013-10-11
Regulatory approval of Construction Quality Assurance for Closure
NCDENR
Modification, Permit No. 34-05
2014-02-04
Corrective Action Plan, Permit No. 34-05
ERM
2014-02-19
Regulatory approval of Corrective Action Plan
NCDENR
Various
Groundwater and Surface Water Monitoring Summary Reports — 2010-
ERM
present
www.erm.com Version: 1.0 Project No.: 0588865 Client: R.J. Reynolds Tobacco Co. February 2022 Page 8
2021-10 Edwards Rd LF Rural Hall GW Report.docx

GROUNDWATER & SURFACE WATER MONITORING
SEMI-ANNUAL SUMMARY REPORT — OCTOBER 2021
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 — October 2021
Figure 5 Surface Water Sampling Results — October 2021
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
www.erm.com Version: 1.0 Project No.: 0588865 Client: R.J. Reynolds Tobacco Co. February 2022 Page 9
2021-10 Edwards Rd LF Rural Hall GW Report.docx

u
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if
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y
3 0 2,000
- Feet I'
y Legend
Figure 1
Compliance Boundary ±_ _� Limits of Permit Site Location Map
U
Edwards Road Landfill Permit #34-05
LD R.J. Reynolds Tobacco Co.
i 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

11, 11 L' I - .; .
900
o SS-50
E r- ^
E
/ B-9
R. J.
W-4 W-6
O
SS-10
A" :
R. J.
Reynolds
�''
1 ,
B-8
SS-80
300
PZ-3
0 Johnston
SS 170 �� PZ-4 /J
4 v_SSV
'-75 ♦ `
S
�ilo
Z-5
-60
,
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is?
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10
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.k
W-3'
j SS-95
f W-3B O�
SS-01 +1
_'0 SS-001�
Phipps
W-9
O
F
I Ken Stewart
SS-30
Stewart
Sprinkle
'�PZ-2 /7
SS-40
Phipps
Ken Stewart
Dave Stewart
Don Stewart Mozelle
Stewart
N — - —
t_. .
SS-90
�L..
2.
del
j
huh
(r F u I. I 1 H •.,11
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
Payne O Abandoned Monitor Well
z� Piezometer
Z Soil Boring/Piezometer
11ii Soil Boring
y Surface Water
j
As -Built Landfill Contours (20')
Compliance Boundary
Limits of Permit
Streams
Parcels
Freeman s•
Payne
a; 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
SS-15 r
1:4,320 1 inch = 360 feet r7eedom
9p0 BaptisOF
s 0 180 360 540 - Church --
i Feet
j Source: NCOneMaD Data Services (Imaaerv. Darcels). Forsvth Countv GIS Data Download (Streets. buildings) Sources: Esri. HERE. Garmin. IntermaD. increment P Coro.. GEBCO. USGS. FAO. NPS. NRCAN. GeoBase, IGN, Kadaster NL Ordnance Survev, Esri JaDan. METI. Esri China (Nona Kona). (c) ODen StreetMaD contributors. and the GIS User Community
iWagner
Figure 2
Site Area Map
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �d
www.erm.com ERM
gate System: NAD 1983 StatePlane North Carolina RIPS 3200 Feet

Beck
goo
R. J.
Reynolds
1p00
Boyd
1:4,320 I 1 inch = 360 feet
0 180 360 540
Feet
W-4 W-6
(880.27) .-
Or
J 8p0
Johnston
� PZ-3
� 0
W8
(811.65)
PZ-4- / PZ-2
-►
(838.55) PZ-5 too0 Al
Y
R • - (809.72)I
O
pp� � PW� IW-1 ,
R. J. I� 1(853.77) (806:47) ,/' Guthrie
Reynolds
000
i
W-3 f
(799.57)
O' `W-3B
' � I Sprinkle
-• •' - rI`l Phipps / ❑
40
W-9
(800.95)
- O
Phipps
Ken Stewart
Ken Stewart
Don Stewart
Hawks
Freedom Dave Stewart
Don Stewart Mozelle
Baptist Stewart
Church 1�1
I Freedom O
9po Baptist
Church
Payne
Freeman
Payne
Wagner
0,
m�
co
D;
U
Kleitchens
Q ❑
❑ o
x�_.
Volta
huh
Rtiral Hill
Legend
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
o Piezometer
Streams
As -Built Landfill Contours (20')
Compliance Boundary
Limits of Permit
Parcels
Regional groundwater flow
Local shallow groundwater flow
Notes
1. Contour interval is 20-ft.
2. Limits of landfill are approximate based on
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 20 October 2021.
Figure 3
Groundwater Flow Direction
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �d
www.erm.com ERM
j Source: NCOneMao Data Services (Imaaerv. oarcelsl. Forsvth Countv GIs Data Download (Streets. buildinasl Sources: Esri, HERE, Garmin. Intermao. increment P Coro.. GEBCO. USGS. FAO. NPS. NRCAN. GeoBase, IGN, Kadaster NL. Ordnance Survev, Esri Jaoan. METL Esri China (Nona Konal. (cl ODen StreetMao contributors, and the GIs User Community

Y s L. -- •)' - p ; L•� yer _ .:.' r. lfi. �•a .fir:. -
o.
W-08 : SCRN-45.00-65.00 r <
;: a . r i �:� _��•-- ' •i ' W-8-WG-20211020 10/20/2021
':.. _.
.¢.� -y1' �• "�k 1 Aluminum 400 `
1�
1
rrx
rr�
q /
;7% 11J
b. J
r / W-07:SCRN-42.00-341.00 Barium 150 _ .: .`' F Ui II Hall
.
�- ,`•y Cadmium <0.5
-� _ W-7-WG-20211021 10I21I2021 -'
Aluminum 140+ ', Chromium 12 •�iX, �: F
.. , r
k ,a. s _ Iron 680- - -.,a ' •:Y
. t yap _ Legend
^. t •� ♦ _ Barium 130 k•� Lead < 1.0 F.,. 1r;. ':`?1;` a:•i•iy_ ^ w g
q. :k..
` Cadmium <o.s g =; O Saprolite/PWR Monitor Well
�q _ � Manganese 15 ' y >>• "
-f'+.;�• I�'• Chromium <„
�•.�+.�R. Selenium <5.0
��
•tiy,•' _ Iron 870
Sulfate 19,000 O Bedrock Monitor Well
Lead
a, '' • fl i ° o f _ Man anese < t2g � � ? � �. FI Dissolved Solids, Total
yzf' Selenium <5.0 SS-80 +a
Abandoned Monitor Well
}/� Sulfate 12,00o P. SS-90 ' F .,. ■:' Piezometer
' r r'
ii _. _ Dissolved Solids, Total 130,000 0 . • I _ � "�
`t ¢ 0 Soil Boring/ Piezometer
SS-70 PZ-4 PZ-2 ,•;} �::
a�•" . :.�. __ e.d Soil Boring
SS-75 g
PZ-5 ` SS-40 :.e ,. 4 Surface Water
.`..._'� PW-01 : SCRN-21.50-405.00 O SS-60 4 '
;.•. PW-1-WG-20211020 10/20I2021 _ - + _ `
r - Sulfate 670,000 _ r- Streams
�" t r SS-65 , w, PZ 1 0
As -Built Landfill Contours 20'
L d-,x�,w Dissolved Solids, Total 1,600,000 waif �'rSS-35'
jj
i
SS-02
CiCompliance Boundary
Y � •�Y •'r A' '�' O ". ".�! - V-��.'' •J� +�. }: -ice' � � i�
SS-01+850
a y` ♦ �/ B-4
SS-50 { O B-5 _ ~
_S 95 {
W-06:SCRN-170.00-200.00 •.,+;' B-9
B g SS-01+150
Limits of Permit
Parcels
r -
Notes
1. 120 - Result exceeds applicable standards.
2. Limits of landfill are approximate based on
available historic data.
3. Streams estimated based on NC Floodplain
Mapping Program, 2008
B-10 -t s� "'±�^+"'i','; i 4. All concentrations in micrograms per liter
W-6-WG-20211021 10/21/2021 -
Aluminum 320 �t[1 - i` . af-• . < SS-01 °`- T _ a U /L
'nJLJ_`' W-03 : SCRN-7.00-17.00 ( g �
5 4' • Barium st �e^ r " --=` `°'r 5. Metals analyses in iezometer samples
r j^ B-12 r / W-3-WG-20211020 10I20I2021 _ _ y P P
z Cadmium <o.s = + ` -_ 44-'' f discontinued in September 2020
q a Aluminum <40.0 .q P
Chromium 10 " ; j Barium 34 6. PZ-01, PZ-03, & PZ-04 were dry
Iron 540"I. y,.
I : Cadmium <0.5 7. PZ-05 has been destroyed
° Lead < 1.0 B-1 SS-20 .1 SS-25 .. y
-t Chromium < 5.0
5 Manganese 16 _ / ��^^>> �, /' r' :.Q • - Y '_f •' Iron < 50.0
Selenium < t .Y%-',- _ .jl'?•
8 � 5.0 �r � • �•a.r ..S-�. � 4 j �. :�• Lead <1.0
Sulfate 10,000 ' +r - 'S - *• - - -
SS-307 Manganese 120 #
o Dissolved Solids, Total 260,000 - i? x . B-14 • •O • / R _ +�y.�, Selenium < 5.0
o . r J.
ti . •� '� Sulfate '
%,.. 120,000
S Dissolved Solids, Total 370,000
Y .
' g.
SS-10 W-09: SCRN-229.00-259.00
^F:
• �� � _ �} "'y+=:�•- W-9-WG-20211020 10I20I2021 a r,
jI Y••.lY.''-..{. •9 Aluminum 85
`i '•I NYC - Barium 130
SS-15 - Cadmium < 0.5 p
_ �:� "• - Chromium <5.0 Q
y - Iron < 50.0
Lead < 1.0
Manganese < 5.0
a o•-Y . f
Selenium <5.0
''�r� • IP � �r Sulfate 12,000
n e
3CRN-10.00-20.00
W-1-W G-20211021
10/21 /2021
Aluminum
41
Barium
22
Cadmium
< 0.5
Chromium
< 5.0
Iron
290
Lead
< 1.0
Manganese
3,600
Selenium
22
Sulfate
1,10Q000
Dissolved Solids, Total
2,200,000
Cz
Figure 4
,::• ; :- Groundwater Sampling
Results - October 2021
of Y d'S Edwards Road Landfill
Permit #34-05
.°° R.J. Reynolds Tobacco Co.
II = ,.
•' "" ' ` m Rural Hall, North Carolina
Q 1:7,200 1 inch - 61J0 feet
s 0 300 600 900 ERM NC, Inc.
i Feet
a o
www.erm.com ERM
Source: NCOneMaD Data Services (Imaeerv. Darcelsl. Forsvth Countv GIS Data Download (Streets. buildinasl Sources: Esri. HERE, Garmin. IntermaD. increment P Coro.. GEBCO. USGS. FAO. NPS. NRCAN. GeoBase. IGN, Kadaster NL Ordnance Survev, Esri JaDan. METL Esri China (Hone Konal. (cl ODenStreetMaD contributors. and the GIS User Communitv Coordinate Svstern: NAD 1983 StatePlane North Carolina RIPS 3200 Feet
NC 2L Groundwater Standard
Aluminum (ug/L)
3,500
Barium (ug/L)
700
Cadmium (ug/L)
2
Chromium (ug/L)
10
Iron (ug/L)
300
Lead (ug/L)
15
Manganese (ug/L)
50
Selenium (ug/L)
20
Sulfate (ug/L)
250,000
Dissolved Solids, Total (ug/L)
500,000
W-03B : SCRN-190.00-210.00
W-3 B-W G-20211020
10/20/2021
Aluminum
< 40.0
Barium
50
Cadmium
< 0.5
Chromium
< 5.0
Iron
210
Lead
< 1.0
Manganese
Selenium
78
< 5.0
Sulfate
14,000
Dissolved Solids, Total
230,000

• � y �1 �'[ � r`l N
� �'��� '.1.._ .. :w;:. •tom � � �� .�.. _ .. ea
�3
'° , ^'. Cis � ti
SS 60 SS-70 SS-80 �� *;: ; is
SS-60-WS-20211021 10/21/2021 F +
• .i,'z � •�r � SS-70-WS-20211021 1012112021 F '� SS-80-WS-20211021 10I21I2021 ,.,•. y' .r %:: • SS-90 U
.: Aluminum 80`: SS-90-WS-20211021 10I21I2021 ' LuC S�"f11.-t,i
Aluminum 61r�
�.. Aluminum 85°'• - ` ;:�
Aluminum 53
�$` { Barium 64 x.. Barium 73 Barium 76 Barium 65 Rural Hall
Cadmium <0.5 - Cadmium <0.5 Cadmium <0.5'1
_ Cadmium <0.5 _
- Chromium < 5.0 Chromium < 5.0 Chromium < 5.0 • Chromium < 5.0
Iron 210 Iron 170 Iron 200 Iron 140 Legend
'-` Lead < 1.0 _ Lead < 1.0 �• Lead < 1.0J _ - Lead < 1.0
. Manganese 11 Manganese 7.5 Manganese 15 Manganese 5.4 O Saprolite/PWR Monitor Well
a Selenium < 5.0 Selenium < 5.0 Selenium < 5.0 Selenium < 5.0
c
L Sulfate 13,000 Sulfate 53,000 Sulfate 6Q000 Sulfate 29,000 O Bedrock Monitor Well
Dissolved Solids, Total 92,000 Dissolved Solids, Total 230,000 t'
Solids, Total
d Dissolved 240,000 Dissolved Solids, Total 140,000 -
D e ' SS-80 Q'� g`, O Abandoned Monitor Well
ss 50ss' PZ_3• ,x;"MOW
Piezometer
SS-50-WS-20211021 10/21/2021 SS-90 .,.
J Aluminum 1,300 moo' - yy� - y o o 0 Soil Boring/Piezometer
Barium 170 _0°
_ SS-70 PZ-4 PZ-2
Cadmium < 0.5 oilO ed Soil Boring
u Chromium < 5.0 - #� W-7 PZ-5 ♦ SS775 40 SS-40 y � :.i g Surface Water
s' 4
Iron 25,000 O SS-60 �
Lead 6.5 _ 55-40-ws-20211021 10I21I2021 o •
Aluminum 83 ! �, Streams
uManganese 710 ss-65 _ , Piz-1 , b
o _ Barium 74
L Selenium <5.0 �, ` SS-35 Cadmium <0.5As-Built Landfill Contours (20')
£ '
Sulfate 1100.0 Chromium <s.o ��Compliance Boundary
n "
L Dissolved Solids, Total 72000.0 jSS-02 Iron 200
Y I
oW_2, Lead <1.0 Limits of Permit
E _ Manganese 8.5
y .� _ •�£:C --'i �"-•'-=-t-+ '+� Selenium < 5.0 ' Parcels
W-1 5 �PW-V7-7 �OSS-01+850 ri' Sulfate 50,000
N
Y�i O n Dissolved Solids, Total 230,000
B 4 { x ' .� ' Notes
SS-20 SS-50 W-4 W 6 B 5 SS-02 � 1. 120 - Result exceeds applicable standards.
'.� SS-20-WS-20211021 10I21I2021 - SS;01+550 -
O SS-02-WS-20211021 10/21/2021 2. Limits of landfill are approximate based on
Aluminum 170 Aluminum 77 !' !- .:4 , available historic data.
" Barium 38 \ W-3 "1 '_ .� . ���L ., _. Barium 7s �'i�i�'3;' 3. Streams estimated based on NC Floodplain
Cadmium < 0.5 B-9. B-10 B-8 O SS-95 Cadmium < 0.5 i
�7��
Mapping Program, 2008
K Chromium < 5.0 B 7 W 3B SS-01+150 Chromium < 5.0
4. All concentrations in micrograms per liter
Iron 480 7 - - _ Iron 200 'n Ito.. (ug/L)
'.? Lead < 1.0 13-12 _
_ Lead < 1.0
zManganese 27 - - � �-' A �;',�-• Manganese 7.7
Selenium < 5.0 jr 1 ;- rT
= Sulfate 9,200 _ �! W ` Selenium < 5.0 f«;
Dissolved Solids, Total 82,000 W-4 W-6 B-11 SS-25�• u ♦ 4i Sulfate 5Q000 fi°?
SS-20 �• i y W-9 1e�� Y
Y r- �- t::• , , Dissolved Solids, Total 220,000
o
o
W-5 SS-30
_ ;Sf
o. y'' n . - .. •�• •;- - i B-14 r' •• s :nr i '�4 F .£' ..
��� SS01 t
N p
NC 2B Surface Water Standard
Aluminum (ug/L)
8,000
Barium (ug/L)
21,000
Cadmium (ug/L)
0.3
Chromium (ug/L)
50.1
Iron (ug/L)
1,000
Lead (ug/L)
1.49
Manganese (ug/L)
100
Selenium (ug/L)
5
Sulfate (ug/L)
250,000
Dissolved Solids, Total (ug/L)
500,000
y
-
SS-10
X- ; SS-25
4, -? SS-25-WS-20211021
•- ' Aluminum
Barium
„• r.Y�S_j. ....r4,
.. .•.yi '�' ., Cadmium
�•';' Chromium
Iron
_ Lead
10I21I2121
120
37
: 0.5
<5.0^
360
<1.0r�
• I
r..-'_
�, ,
a
G?
SS-30..
SS-30-WS-20211021
Aluminum
Barium
Cadmium
Chromium
Iron
Lead
10/21/2021
140
60
<0.5
< 5.0
430
< 1.0
n
- +� "
�•
.!
-
k
CI
J _
-
--01-WS-20211021
SS
Aluminum
Barium
Cadmium
Chromium
Iron
Lead
Manganese
Selenium
Sulfate
Dissolved Solids, Total
_
10/21/2021
73
'
Z 1j
A
_,;� •i. c
s•:'r_
�i..r �-
"'•--�_":•
_ - `,ti;: r:`
:^ :-..� .�
-
, C/ S! '
•I�' - �A��,I 7
s -8•
�_ . -
Figure 5
Surface Water Sampling
Results - October 2021
Edwards Road Landfill
Permit #34-05
<0.5
<5.0
210
<1.0
6.3
<5.0
4Q000
200,000'
Manganese 12 _ Manganese 20 `
Selenium < 5.0
-' Selenium <5.6 .�Q R.J. Reynolds Tobacco Co.
m
Sulfate 46 000 �.'
f � y. •: Sulfate 9,000 E' '
Dissolved Solids, Total 83 000
Dissolved Solids, Total 220,000 Rural Halle North Carolina
�'
1:7,200 a 1 inch = f00 feet
N 1;. u f ❑ '. .. - .... E'
s 0 300 600 900 ° ERM NC, Inc.
i Feet O
a :..
p o ERM
www.erm.com
1Source: NCOneMap Data Services (Imagery, parcels), Forsyth County GIS Data Download (Streets, buildings) NCDOT GIS Unit Coordinate System: NAD 1983 StatePlane North Carolina RIPS 3200 Feet
:es: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NIPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community

Sulfate Concentrations - Most Recent
n Monitorinq Wells Piezometers
Date
Sulfate
u IL
P W-01
10/20/2021
670,000
W-01
10/21/2021
1,100, 000
W-03
10/20/2021
120,000
W-03B
10/20/2021
14,000
W-06
10/21/2021
10,000
W-07
10/21/2021
12,000
W-08
10/20/2021
19,000
W-09
10/20/2021
12,000
Date
Sulfate
u IL
PZ-01
03/07/2016
110,000
PZ-02
09/23/2020
24,000
PZ-04
04/01/2020
37,000
PZ-05
04/06/2021
19,000
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.
o�
00 +
1
.,r 1,4{
U), % 4
-
Lu
- &,SS-50
(1,100)
' . > R. J.
Reynolds
Surface Water
Date
Sulfate
u IL
SS-01
10/21/2021
40,000
SS-02
10/21/2021
50,000
SS-20
10/21/2021
9,200
SS-25
10/21/2021
9,000
SS-30
10/21/2021
48,000
SS-35
09/08/2015
170,000
SS-40
10/21/2021
50,000
SS-50
10/21/2021
1,100
SS-60
10/21/2021
13,000
SS-65
09/08/2015
44,000
SS-70
10/21/2021
53,000
SS-75
09/08/2015
41,000
SS-80
10/21/2021
60,000
SS-90
10/21/2021
29,000
SS-95
02/24/2020
160,000
I
Lel El
oA_ o
l000 Boyd
Z '
000
900 \ �
y
•{;
Johnston
L
a''r�
�SS-80
(60,000) i SS-90
(29,000
Q W-08
(19,000) SS-40 .
¢ (50,000(125000)
4SS-60 - ' ■
(135000) ��� ■ , �;
Payne
�► y � jli;
SS-02
�. (505000) T °
-- ��
- R. J. ` ^-r e W-01 / Guthrie SM.ii � _.t .
4 -
Reynolds y 0PW-01 Q(1,100,000)
(670,000)
�00�
O W-06 ��oSprinkle
(10,000) P r W-03
' (1201000),W-03B - •
d , 'y' (14,000)
Freeman
1 SS-01 , Phipps .
F (40,000)
was
�SS-20 4SS-25 O W-09 .
(9,200) (9,000) (12,000) `Phipps'''
O SS-30 Ken Stewart
J 0 �(48,000)-�
Ken Stewart
Don` A
Don StewartAstewart �`Mozelle
-----DaveStewart
Hawks
Stewart\ .
Freedom .
006 , Baptist
Church
Freedom
Baptist
Church
Friergon
I �
N
N
�!� ea
ISO
X
�I
r U�
Ruiai Hall
Legend
! Q Saprolite/PWR Monitor Well
';. Q Bedrock Monitor Well
O Abandoned Monitor Well
Piezometer
0 Soil Boring/Piezometer
4 Surface Water
Water Supply Well
Streams
As -Built Landfill Contours (20')
compliance Boundary
_ "Limits of Permit
0 Parcels
Sulfate Isoconcentration
Contours
> 250,000 ug/L
> 750,000 ug/L
Notes
1. Contour interval is 20-ft.
2. Limits of landfill are approximate based on
;g 71, .#J+ available historic data.
3. Streams estimated based on NC Floodplain
Kitchens Mapping Program, 2008
.+ 4. 120 - Result exceeds applicable standards.
5. All concentrations in micrograms per liter
(ug/L)
X
i000 O • �' a
RU
N 1:7,200 1 inch & 0 feet m sao+ �� NqQ� • 1. W
0 300 600 soo ir, NTpN Rc
Feet-:wc O .. 6 . - 9°0
Source: NCOneMaD Data Services (Imaaerv. Darcels). Forsvth Countv CIS Data Download (Streets. buildings) Sources: Esri. HERE. Garmin. IntermaD. increment P Coro- GEBCO. USGS. FAO. NPS. NRCAN. GeoBase. IGN. Kadaster NL. Ordnance Survev. Esri Jaoan. METL Esri China (Hong Kona). (c) ODen StreetMaD contributors. and the CIS User Communitv
Figure 6
Sulfate Isocontour Map
Groundwater
Edwards Road Landfill
Permit #34-05
R.J. Reynolds Tobacco Co.
Rural Hall, North Carolina
ERM NC, Inc. �d
www.erm.com ERM

A
1000
950
900
850
800
750
700
a�
W 650
600
550
500
450
400
0
Svnthetic Cap Installation
125 250 375 500 625 750 875 1000 1125 1250 1375 1500 1625 1750 1875 2000 2125 2250 2375 2500 2625 2750 2875 3000
N r 1-J - i r— W8 \
Ass 170 PZA O PZ 2
pOSssno ~J
W1 ss-75
OW
ssBU PZ-5 ♦�
/\ ss Sj, PZ-1(
^r J t 1 j ss 35
ss-02 V
w`, — w-2
i
PW-1 W., SS01+850
W J W 6
O - r w • ss-o1s50
1
W_3
' , , ss.95 W.3B
B$
55-01+,50 ,
y� 55-01 Q
i B-,2+ref25'4 *own
ss-20 / W 9 � f}
� O IL1f
0 325 650 I` A' \
Feet w-s ss 30;
_,sin_ -k
O Saprolite/PWR Monitor Well
O Bedrock Monitor Well
A, Piezometer
0 Soil Boring/ Piezometer
51 Soil Boring
4 Surface Water
Regional Groundwater Flow
OwCompliance Boundary
Limits of Permit
Sulfate Concentrations - Most Recent
Monitoring Wells Piezometers
Date
Sulfate
(ug/L)
PW-01
10/20/2021
670,000
W-01
10/21/2021
1,100,000
W-03
1 10/20/2021
120,000
W-03B
10/20/2021
14,000
W-06
10/21/2021
10,000
W-07
10/21/2021
12,000
W-08
10/20/2021
19,000
W-09
10/20/2021
12,000
Date
Sulfate
(ug/L)
PZ-01
03/07/2016
110,000
PZ-02
09/23/2020
24,000
PZ-04
04/01/2020
37,000
PZ-05
04/06/2021
19,000
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.
Surface Water
Date
Sulfate
(ug/L)
SS-01
10/21/2021
40,000
SS-02
10/21/2021
50 000
SS-20
10/21/2021
9,200
SS-25
10/21/2021
9,000
SS-30
10/21/2021
48,000
SS-35
09/08/2015
170,000
SS-40
10/21/2021
50,000
SS-50
10/21/2021
1 100
SS-60
10/21/2021
13,000
SS-65
09/08/2015
44,000
SS-70
10/21/2021
53,000
SS-75
09108/2015
41000
SS-80
10/21/2021
60 000
SS-90
10/21/2021
29 000
SS-95
0212412020
160 000
A'
Local Groundwater
1000
Flow
Local Perched
950
_
-� Water Flow
Bedrock Fracture
900
Water Level
Well Details
'
850
Casing
800
Screen
Subsurface Details
750
L Landfill
700
Confining Unit
Sap rolite
650
Bedrock
Bedrock
600
=
550
=
500
450
-
400
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
www.erm.com ERM
vstem: NAD 1983 StatePlane North Carolina FIPS 3200 Feet

ug/L MONITORING WELL W-1 AMSL
4,500,000 815
SAPROLITE AQUIFER Synthetic cap
4,000,000 installed 3Q2012 814
3,500,000 813
812
3,000,000
811
2,500,000
810
2,000,000
809
1,500,000
808
1,000,000
807
500,000 806
0 805
^°e°°°o 141ft
U91L MONITORING WELL W-36 AMSL
1,200,000
1,000,000
800,000
600,000
400,000
200,000
0
a� 05 0`' o� o° ^5 �`' N"
11 �° ryo tio no yo tio ryo �o yo If,
"9& MONITORING WELL W-8
350,000
300,000
250,000
200,000
150,000
100,000
50,000
0
�O
810
809
808
807
806
805
804
803
802
801
ug/L
MONITORING WELL W-2
AMSL
ug/L
MONITORING WELL W-3
AMSL
4,000,000
V Synthetic cap
818
1,600,000
�
SAPROLITE
/ PWR AQUIFER Synthetic
805
cap
3,500,000
+ . ,installed 3Q2012
816
1,400,000
installed
3Q2012 804
814
803
3,000,000
1,200,000
812
802
2,500,000
1,000,000
810
801
2,000,000
800,000
808
800
1,500,000
600,000
806
799
1,000,000
400,000
804
798
500,000
802
200,000
797
0
800
0
796
'`0j°0 °°o ° °°!x °�o °°0 °,�o °,�`L °^P °,�0 °,�0 °ryo °�`L
°°o °°`L
�o'oP
^9°`L ^°9� ���6
��°o
NO
�o'� ��°0 ^�C0
�
BACKGROUND MONITORING WELL W-4 & W-6
AMSL ft
"�
MONITORING WELL W-7
ft
AMSL
800,000
888
Synthetic cap -
250,000
700,000
installed 3Q2012
886
200,000
600,000
884
500,000
882
150,000
400,000
880
300,000
100,000
878
200,000
50,000
100,000
876
841
840
839
838
837
836
835
834
833
0 874 0 1 832
^h ° o
�° �° �9 ,yo tio no ryo ,yo tio ,yo ryo ryo tio tioti
"WL MONITORING WELL W-9
350,000
SAPROLITF AQUIFFR
300,000 Synthetic cap
installed 3Q2012
250,000
200,000
150,000
100,000
50,000
0
10 �O �O T �O ry0 If,
LEGEND NC21- GW STD NC213 SW STD
Sulfates 250,000 ug/L 250,000 ug/L
❑ Total Dissolved Solids 500,000 ug/L 500,000 ug/L
Groundwater Table Elevation (above Mean Sea Level)
fl
AMSL
812
810
808
806
804
802
800
798
ft AMSL
"�
MONITORING WELL PW-1
ft
AMSL
810
3,500,000
BEDROCK
AQUIFER
866
808
3,000,000
Synthetic cap
installed 3Q2012
_
864
862
806
2,500,000
mi
mm
860
804
2,000,000
858
802
1,500,000
856
800
1,000,000
854
798
500,000
852
796
0�q
850
_p
sp ' 0 Nt^ N1b No
°Q11 °^° °0

ug/L SURFACE WATER SS-01
1,400,000
1,200,000
1,000,000
800,000
600,000
400,000
200,000
0
000°j 900^Ory 909b 0y 06079000000'�Ory O^�Ob Oy 00 O'�000°j r�0,.'�r�`L ^"u r�D, ,`5^6 ^'�,�O ,�9 ry0 r1,'�r�
�O ^9 ,�0 ^O ^O ^9 ^O ^O ^9 ^9 ^9 ^O ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0
ug/L SURFACE WATER SS-30
400,000
350,000
300,000
250,000
200,000
150,000
100,000
50,000
0
O00 OHO Off^ O^`L O�'h Orb O�5 Or�O O�'1 O^0 Or�O OHO O��. Or1`L
ry ry ry ry ry ry ry ry ry ry ry ry ry ry
ug/L
250,000
200,000
150,000
100,000
50,000
0
SURFACE WATER SS-70
Synthetic cap
installed 3Q2012
� Y
ug/L SURFACE WATER SS-02
1,000,000
900,000
800,000
700,000
600,000
500,000
400,000
300,000
200,000
100,000
0
�900 �o9ry ^9 ^oa�O �000 ry000 ry00ry ry0� ry006 ry00a ry0^O ryo^ry ryo^� ryo^0 ryo^e ryoryo ryoryry
ug/L SURFACE WATER SS-40
800,000
Synthetic cap
700,000 installed 3Q2012
600,000
500,000
400,000
300,000 -- \ V /
200,000
100,000
0
ry0 ry0 ry0 ry0 ry0 ry0 ,y0 ry0 ry0 ry0 ry0 ry0�' ry0�' ry0�
ug/L
300,000
250,000
200,000
150,000
100,000
50,000
oe o ^ry
ry0 ry0 ry0 ry0
�o K�� 11
ry0 ,y0 ry0 ry0 ry0
�ro e o
,y0 ry0 ry0�' ry0�'
ry
,y0�'
LEGEND
NC21- GW STD
NC213 SW STD
Sulfates
250,000 ug/L
250,000 ug/L
0
Total Dissolved Solids
500,000 ug/L
500,000 ug/L
0
000 OHO Off^ ONry ONO ON" OHO OHO O^'` 0N0 O-�i OHO Off'^ O�`L
ry ry ry ry ry ry ry ry ry ry ry ry ry ry
SURFACE WATER SS-80
ug/L
SURFACE WATER SS-25
180,000
160,000
Synthetic
installed
cap
3Q2012
140,000
120,000
100,000
80,000
60,000
40,000
20,000
0
yo ryo ryo ryo
^6 N �O ^O ry0 ryN
ryo ryry
ryo ryo ryo yo ryo ryo ryo yo ryo
ug/L
SURFACE WATER SS-60
800,000
Synthetic cap
700,000
installed
3Q2012
600,000
500,000
400,000
-
300,000
-
200,000
�
100,000
0
ry0 ry0 ,y0 ry0
ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0 ry0
ug/L
SURFACE WATER SS-90
600,000
Synthetic cap
500,000
installed 3Q2012
400,000
300,000
200,000
100,000
0
,,N �ry �� � �h �6 o �9 0
ry0 ry0 ry0 �
ry0 ry0 ry0 10 ,LO^_p ry0�'

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

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 1 of 3
Monitor Well ID
PW-01
W-01
W-02
W-03
W-03B
W-05
W-06
TOC Elevation
920.7
822.7
827.3
804.4
804.3
980.7
Start Screen Depth
21.5
10
7
7
190
13
170
End Screen Depth
405
20
17
17
210
23.5
200
Geologic Unit
Bedrock
Saprolite
Saprolite/PWR
Saprolite/PWR
Bedrock - Artesian
Bedrock
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)
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
99.00
881.71
2007-04-27
10.88
811.80
13.96
813.34
6.98
797.45
Artesian
94.48
886.23
2007-11-19
13.29
809.39
16.08
811.22
7.78
796.65
Artesian
105.00
875.71
2008-04-30
12.84
809.84
14.68
812.62
7.04
797.39
Artesian
99.29
881.42
2009-04-30
--
13.23
809.45
15.18
812.12
7.12
797.31
Artesian
98.28
882.43
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
99.64
881.07
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
98.29
882.42
2010-10-11
12.04
810.64
15.85
811.45
6.99
797.44
-0.89
805.21
9.73
98.93
881.78
2011-01-05
11.97
810.71
13.53
813.77
6.88
797.55
-0.98
805.30
9.67
98.92
881.79
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
99.01
881.70
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
98.42
882.29
2011-10-17
12.55
810.13
15.18
812.12
7.24
797.19
-1.36
805.68
99.41
881.30
2012-02-06
64.96
855.70
11.97
810.71
13.52
813.78
6.52
797.91
Artesian
99.22
881.49
2012-03-16
11.95
810.73
15.45
811.85
6.64
797.79
Artesian
99.05
881.66
2012-09-24
66.03
854.63
11.93
810.75
15.36
811.94
4.87
799.56
Artesian
99.63
881.08
2013-04-17
65.80
854.86
11.98
810.70
14.03
813.27
4.51
799.92
Artesian
99.04
881.67
2013-09-10
66.75
853.91
13.01
809.67
15.75
811.55
3.45
800.98
Artesian
98.86
881.85
2014-04-07
56.15
864.51
11.74
810.94
16.76
810.54
3.29
801.14
Artesian
98.23
882.48
2014-09-03
67.28
853.38
14.37
808.31
16.65
810.65
3.29
801.14
Artesian
98.93
881.78
2015-04-02
64.75
855.91
13.29
809.39
13.93
813.37
3.78
800.65
Artesian
99.45
881.26
2015-09-08
--
--
--
--
--
--
--
--
--
--
--
--
--
--
2015-09-10
65.49
855.17
15.18
807.50
17.01
810.29
4.20
800.23
Artesian
99.51
881.20
2016-03-08
62.75
857.91
12.42
810.26
13.32
813.98
2.80
801.63
Artesian
98.62
882.09
2016-09-06
67.21
853.45
14.92
807.76
16.68
810.62
3.31
801.12
Artesian
98.90
881.81
2017-03-27
65.34
855.32
15.50
807.18
15.33
811.97
3.89
800.54
Artesian
99.10
881.61
2017-09-25
65.50
855.16
16.02
806.66
16.89
810.41
3.32
801.11
Artesian
99.68
881.03
2018-03-05
66.00
854.66
16.10
806.58
11.90
815.40
4.45
799.98
Artesian
99.94
880.77
2018-09-12
65.44
855.22
15.88
806.80
16.95
810.35
4.24
800.19
Artesian
100.05
880.66
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
--
--
--
--
--
--
--
--
--
--
98.59
882.12
2019-09-03
65.50
855.16
15.05
807.63
16.23
811.07
3.19
801.24
0.00
804.32
99.46
881.25
2020-02-13
67.61
853.05
10.31
812.37
5.03
822.27
2.98
801.45
0.21
804.11
93.41
887.30
2020-02-24
66.70
853.96
12.81
809.87
6.13
821.17
3.38
801.05
0.20
804.12
99.13
881.58
2020-03-04
66.82
853.84
12.29
810.39
6.29
821.01
3.43
801.00
0.21
804.11
99.14
881.57
2020-03-31
66.38
854.28
13.28
809.40
13.23
814.07
3.43
801.00
1.05
803.27
99.00
881.71
2020-09-22
67.42
853.24
15.02
807.66
15.38
811.92
3.81
800.62
0.50
803.82
100.05
880.66
2021-04-05
63.90
856.76
11.65
811.03
9.64
817.66
2.35
802.08
0.20
804.12
99.60
881.11
2021-10-20
66.89
853.77
16.21
806.47
17.58
809.72
4.86
799.57
100.44
880.27

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 3
Monitor Well ID
W-07
W-08
W-09
B-09
B-12
PZ-06
PZ-07
TOC Elevation
931.6
861.7
911.4
834.3
833.7
Start Screen Depth
42
45
229
18
3.5
1.5
1.5
End Screen Depth
341
65
259
22.5
8
3.5
4.5
Geologic Unit
Bedrock
PWR
Bedrock
Saprolite
Saprolite
Fill Soil/Saprolite
Fill Soil/Saprolite
Date
Depth to
Water (ft
BTOC)
Groundwater
Elev (ft MSL)
Depth to
Water (ft
BTOC)
Groundwater
Elev (ft MSL)
Depth to
Water (ft
BTOC)
Groundwater
Elev (ft MSL)
Depth to
Water (ft
BTOC)
Groundwater
Elev (ft MSL)
Depth to
Water (ft
BTOC)
Groundwater
Elev (ft MSL)
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
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
20.40
10.26
--
--
--
--
--
--
--
--
18.78
6.18
--
--
--
--
--
--
--
-
21.63
9.40
--
--
2011-01-05
94.73
836.85
52.67
809.00
110.47
800.91
22.05
9.05
2011-02-28
94.59
836.99
53.45
808.22
112.03
799.35
22.63
--
2011-04-20
94.20
837.38
53.54
808.13
110.03
801.35
21.45
5.46
2011-10-17
--
--
--
--
--
--
--
--
--
--
--
--
--
--
2012-02-06
94.71
836.87
54.74
806.93
109.84
801.54
2012-03-16
--
--
--
--
--
--
--
--
--
--
--
--
--
2012-09-24
96.05
835.53
55.47
806.20
110.26
801.12
2013-04-17
95.80
835.78
57.40
804.27
108.62
802.76
2013-09-10
94.71
836.87
54.20
807.47
110.23
801.15
2014-04-07
95.26
836.32
54.01
807.66
110.86
800.52
2014-09-03
94.90
836.68
52.78
808.89
110.68
800.70
2015-04-02
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
95.23
836.35
--
--
--
--
2016-03-08
93.95
837.63
59.01
802.66
110.06
801.32
2016-09-06
94.05
837.53
53.19
808.48
110.11
801.27
2017-03-27
94.41
837.17
56.00
805.67
109.90
801.48
2017-09-25
95.01
836.57
56.96
804.71
109.30
802.08
2018-03-05
94.60
836.98
60.60
801.07
110.30
801.08
2018-09-12
94.83
836.75
61.60
800.07
110.33
801.05
2019-03-19
--
--
--
--
--
--
--
--
--
--
--
--
--
--
2019-03-20
92.07
839.51
58.35
803.32
110.06
801.32
2019-09-03
92.98
838.60
52.28
809.39
109.54
801.84
2020-02-13
91.72
839.86
53.37
808.30
--
--
Dry
Dry
2020-02-24
92.25
839.33
53.45
808.22
D
--
D
--
2020-03-04
92.23
839.35
53.49
808.18
--
--
8.87
825.40
9.69
824.01
2020-03-31
91.81
1 839.77
52.99
808.68
110.00
801.38
8.84
825.43
9.39
824.31
2020-09-22
92.60
838.98
51.12
810.55
100.00
811.38
--
--
--
2021-04-05
89.00
842.58
49.22
812.45
100.00
811.38
2021-10-20
93.03
838.55
50.02
811.65
110.43
800.95

TABLE 2
GROUNDWATER ELEVATIONS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Monitor Well ID
TOC Elevation
Start Screen Depth
End Screen Depth
Geologic Unit
PZ-08
PZ-09
PZ-10
830.7
834.6
839.9
2
1.5
1
5
4.5
4
Fill Soil/Saprolite
Fill Soil/Saprolite
Fill Soil/Saprolite
Date
Depth to
Water (ft
BTOC)
Groundwater
Elev (ft MSL)
Depth to
Water (ft
BTOC)
Groundwater
Elev (ft MSL)
Depth to
Water (ft
BTOC)
Groundwater
Elev (ft MSL)
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
D
--
2020-02-24
Dry
Dry
9.25
830.64
2020-03-04
Dry
Dry
8.64
831.25
2020-03-31
Dry
Dry
8.70
831.19
2020-09-22
2021-04-OS
2021-10-20
Notes:
NE = Not Established
MSL = above mean sea level
BTOC = Below Top of Casing
PWR = Partially Weathered Rock
BGL - Below ground level
Artesian condition - Value represents water level above permanent TOC.
Measured via temporary standpipe installed on permanent casing.
Page 3 of 3

TABLE 3
GROUNDWATER AND SURFACE WATER ANALYTICAL RESULTS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
1 of 1
N
Sample
Sample Date
m
to
Location/ID
E
E
_
d
E
c
E
'
_
m
>
d
m
>
E
E
-0
O
C
M
C
N
w
N R
3
Q
m
U
L)
N
J
O
5
0)
fq
N
a H
NC 2L Groundwater Standard
3,500
700
2
10
300
15
50
20
250,000
500,000
NC 2B Surface Water Standard
8,000
21,000
0.3
50.1
1,000
1.49
100
5
250,000
500,000
Groundwater Monitoring Wells
PW-01
10/20/2021
670,000
1,600,000
W-01
10/21/2021
41
22
< 0.5
< 5
290
< 1
3,600
22
1,100,000
2,200,000
W-03
10/20/2021
< 40
34
< 0.5
< 5
< 50
< 1
120
< 5
120,000
370,000
W-03B
10/20/2021
< 40
50
< 0.5
< 5
210
< 1
78
< 5
14,000
230,000
W-06
10/21/2021
320
61
< 0.5
10
540
< 1
16
< 5
10,000
260,000
W-07
10/21/2021
140
130
< 0.5
< 5
870
< 1
29
< 5
12,000
130,000
W-08
10/20/2021
400
150
< 0.5
12
680
< 1
15
< 5
19,000
96,000
W-09
10/20/2021
85
130
< 0.5
< 5
< 50
< 1
< 5
< 5
12,000
240,000
Surface Water
SS-01
10/21/2021
84
73
< 0.5
< 5
210
< 1
6.3
< 5
40,000
200,000
SS-02
10/21/2021
77 S
76
< 0.5
< 5
200
< 1
7.7
< 5
50,000
220,000
SS-20
10/21/2021
170
38
< 0.5
< 5
480
< 1
27
< 5
9,200
82,000
SS-25
10/21/2021
120
37
< 0.5
< 5
360
< 1
12
< 5
9,000
83,000
SS-30
10/21/2021
140
60
< 0.5
< 5
430
< 1
20
< 5
48,000
220,000
SS-40
10/21/2021
83
74
< 0.5
< 5
200
< 1
8.5
< 5
50,000
230,000
SS-50
10/21/2021
1,300
170
< 0.5
< 5
25,000
6.5
710
< 5
1,100
72,000
SS-60
10/21/2021
61
64
< 0.5
< 5
210
< 1
11
< 5
13,000
92,000
SS-70
10/21/2021
80
73
< 0.5
< 5
170
< 1
7.5
< 5
53,000
230,000
SS-80
10/21/2021
85
76
< 0.5
< 5
200
< 1
15
< 5
60,000
240,000
SS-90
10/21/2021
53
65
< 0.5
< 5
140
< 1
5.4
< 5
29,000
140,000
Notes:
All concentrations in micrograms per liter (pg/L) unless otherwise noted.
NE - Not established
No freshwater aquatic life standard established for barium, manganese, sulfate, and dissolved solids. Water Supply criteria presented.
Bold with gray background indicates exceedance of applicable NC Groundwater or Surface Water Standard

TABLE 4
GROUNDWATER AND SURFACE WATER FIELD PARAMETER RESULTS
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
E
C
o
`
w
�
Sample
m y
°'
w
d>
K
O
Location/ID
Sample Date
U
j
z
a E
R N
L
•�
w
O 16
N
Z. •�
>
y
E
a
y
H°
L)
H
O ao
y
o f
NC 2L Groundwater Standard
6.5-8.5
NE
NE
NE
NE
NE
NC 213 Surface Water Standard
1 6.0-9.0
NE
NE
NE
NE
NE
Groundwater Monitoring Wells
PW-01
10/20/2021
6.4
16.4
2020
0
36
0.71
W-01
10/21/2021
6.6
17.8
2.73
1.6
175
0.04
W-03
10/20/2021
6.0
17.4
614
0.6
322
0.25
W-03B
10/20/2021
7.6
17.1
369
0.4
-18
0
W-06
10/21/2021
9.8
15.8
434
10.2
22
1.32
W-07
10/21 /2021
6.3
15.9
186
8.5
206
4.12
W-08
10/20/2021
5.6
20.2
122
82.5
218
5.04
W-09
10/20/2021
11.1
18.0
7.39
0
-132
1
Surface Water
SS-01
10/21/2021
7.8
15.5
338
215
212
6.02
SS-02
10/21/2021
7.8
14.5
358
7
191
7.5
SS-20
10/21/2021
7.6
16.4
127
600
181
7.35
SS-25
10/21/2021
7.5
15.7
129
17.1
177
6.64
SS-30
10/21/2021
7.9
15.4
431
44.7
183
6.2
SS-40
10/21/2021
7.8
15.0
364
3.2
193
6.72
SS-60
10/21/2021
7.6
14.5
150
0
198
6.6
SS-70
10/21/2021
7.8
14.6
364
20.2
200
6.3
SS-80
10/21/2021
7.8
14.3
413
3.1
196
6.52
SS-90
10/21/2021
7.6
14.3
235
0
208
6.12
Notes:
SU - standard units
uS/cm - microSiemens per centimeter
NTUs - Nephelometric Turbidity Units
my - millivolts
mg/L - milligrams per liter
NE - Not established
No freshwater aquatic life standard established for barium, manganese, sulfate, and dissolved solids. Water Supply criteria presented.
Bold with gray background indicates exceedance of applicable NC Groundwater or Surface Water Standard
1 of 1

APPENDIX A HISTORICAL GROUNDWATER AND SURFACE WATER
QUALITY ANALYTICAL DATA
www.erm.com Version: 1.0 Project No.: 0588865 Client: R.J. Reynolds Tobacco Co. February 2022
2021-10 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
Sample
P
Location
Date
m
a
O _O
z U
E
_
E
3
Q
n
Q
L
m
E
M
U
U
.co
C
O
U
O
=
N
J
m
7
E
d
co
co
O
N
z
y
a
z
w
w
co
c
y
G
_
O
H co
=
Om aco
O
H U
C-
N
L m
y?
a1
0M
d
H
E
`
co
v
w
_
O. O
N U
z
�,
_E
j
H
_
o
V
c
w r
m
x G
O 0-
d
O
v,
N E
C]
NC 2L Ground Water Standard
NE
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
W-01
4/29/1988
--
8,030
235
8
16
17,400
1,100
31
--
130,000
156,000
2,240
5.9
--
--
--
--
--
W-01
7/13/1989
-
--
100
--
--
--
5
--
--
--
--
--
--
--
-
--
--
W-01
9/24/1990
-
5,620
189
8,900
150
59
-
13,500
185,000
13,000
6.27
19.3
195
-
-
-
W-01
10/24/1991
-
161
346
150
97
23.9
-
126,000
303,000
12,000
6.24
20.3
425
-
-
-
W-01
3/26/1992
-
2,850
736
833
1,830
0.32
21.9
38
--
123,000
482,000
14,000
6.62
9.3
682
-
-
-
W-01
9/30/1992
-
--
120
--
310
32
--
292,000
798,000
5,000
5.87
17.8
1,153
--
-
-
W-01
3/31/1993
-
364
137
1,130
2,230
13.2
33
--
486,000
1,169,000
33,000
5.49
16.1
1,587
-
-
-
W-01
9/17/1993
-
28,600
697
3.8
44
59,700
13
3,490
5.1
195
-
565,000
1,643,000
6,000
5.93
18
2,310
--
-
-
W-01
3/30/1994
-
5,320
545
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
43
15
2,900
4,800
30
530
1,300,000
3,000,000
3,400
6.15
13.13
2,780
406
150
0.58
W-01
10/17/20111
1,550
66.2
51.7
2,640
4,400
1,150,000
2,620,000
25,700
6.67
20.14
3,740
73
130
0.64

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 11
Sample
P
Location
Date
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m
1C O
O CL
d
O
v°,
N
NC 2L Ground Water Standard
NE
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
W-01
3/16/2012
--
24.4
4,480
6.8
270
1,190,000
3,860,000
21,700
6.24
18.19
3,547
0.8
43.5
0.48
W-01
9/24/2012
-
279
32.2
494
4,580
450
1,500,000
2,890,000
--
6.54
19.62
3,750
9.6
312
W-01
4/18/2013
-
501
35.2
692
4,590
357
1,380,000
2,610,000
23,500
6.3
17.49
3,354
8.03
-441.5
0.32
W-01
9/10/2013
-
117
34
290
4,920
--
1,370,000
2,900,000
27,600
6.19
22.49
3,067
7.29
49.4
0.29
W-01
4/7/2014
156
-
24.8
-
360
4,750
-
-
-
--
1,160,000
2,850,000
32,300
6.22
11.9
3,406
7.87
374.4
1.46
W-01
9/4/2014
-
-
5.9
297
4,600
-
61.2
-
-
--
1,450,000
2,950,000
--
6.15
19.97
2,940
6.1
83.7
0.75
W-01 (FD)
4/1/2015
-
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
-
--
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
--
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 F
6.56
23.77
25,800
0
220
0.4
W-01
10/21/2021
-
41
--
22
--
290
3,600
--
22
-
-
--
1,100,000
2,200,000
--
6.59
17.79
2.73
1.6
175
0.04
W-02
1 /16/1990
-
--
210
--
--
--
0.2
-
--
--
--
--
6.1
--
--
--
--
--
W-02
9/24/1990
-
850
219
8.3
1,400
9,900
-
-
41,000
533,000
14,000
6.17
16.7
717
-
-
-
W-02
10/24/1991
-
169
82
9,300
7.4
16,500
-
--
1,150,000
1,937,000
15,000
5.97
18.7
2,080
-
-
-
W-02
3/26/1992
-
2,790
3.4
38,400
16
--
-
--
1,860,000
2,611,000
12,000
5.83
13.8
2,880
--
-
-
W-02
9/30/1992
-
--
--
21,300
--
--
1,320,000
2,525,000
6,000
6.06
17.9
2,670
--
-
-
W-02
3/31/1993
-
417
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
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
7,360
--
--
--
-
-
-
W-02
9/15/2000
-
5,490
508
1,600
7
1,140
--
93,400
374,000
1,890
6.63
19
170
-
-
-
W-02
3/23/2001
-
2,600
4,740
6
234
37
--
26,300
173,000
6,820
6.5
18
270
-
-
-
W-02
3/28/2002
-
17,900
47
46
45,300
16
3,030
-
88
--
23,400
219,000
11,900
6.72
14
140
-
-
-
W-02
10/3/2002
-1
--
--
--
I --
I --
--
I --
--
--
-
-
-
-
-

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 3 of 11
Sample
P
Location
Date
0)m
a
E .�+
V
co
O O
z U
E
E
Q
t�
N
L
Q
f6
00
E
_7
f6
U
L
L
U
L
Q
O
U
C
O
=
R
y
J
C
L
d
E
3
m
d
to
to
ci
O
N
z
L
=
z
d
4
3
co
c
0
w •-
O O
H co
=
O
O M
H U
2
C.
N
L m
d
d 0
H
E
`
co
v
w
.2 3
C. O
N U
z
y
3
H
_
o
V
r+ f
1C O
O 0-
d
O
N
C]
NC 2L Ground Water Standard
NE
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
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
--
11710,000
3,800,000
7,220
-
--
3,690
--
-
-
W-02
4/27/2005
-
2,750
6
9,150
8
8,950
26
--
1,260,000
2,868,000
13,800
-
--
3,170
--
-
-
W-02
10/20/2005
-
9,380
377
2
20
203
26,200
9
6,800
116
--
1,510,000
1,700,000
22,000
-
-
1,110
--
-
-
W-02
10/19/2006
-
3,630
8,080
6
1,900
44
--
749,000
1,210,000
8,990
-
-
1,050
--
-
-
W-02
4/27/2007
-
46,500
451
2
0
55,900
--
--
46
--
1,570,000
2,800,000
9,010
-
-
1,880
-
-
-
W-02
11/19/2007
-
5,750
12,000
8
3,030
--
1,330,000
1,310,000
9,710
-
-
1,330
-
-
-
W-02
4/30/2008
-
4,450
5
334
72
--
246,000
330,000
7,260
--
-
609
--
--
--
W-02
4/30/2009
-
5,170
268
13.9
11.3
12,500
11.8
441
37.5
--
10,400
157,000
7,570
--
--
93.7
--
--
--
W-02
10/15/2009
-
30,000
13
1,600
4.8
110
67
200,000
36
3,400
42
410
-
--
--
--
6.37
15.88
900
30
-145
1.21
W-02
4/20/2010
-
430
180
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
3/25/1992
-
119
--
22,500
136,000
10,000
6.12
13.1
307
-
-
-
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
3/30/19941
1 4,420
1
1 259
1
1
24
1 10,700
1 150
1 264
1
107
--
17,000
180,000
5.74
1 15.9
180
-
-
-

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 4 of 11
Sample
P
Location
Date
m
a
co
O
z L)
E
3
Q
Q
G
m
E
6
U
U
L)
=
J
m
E
to
to
O
N
z
y
a
�=
z
w
w
O
cn
c
y
G
O O
H fn
=
aco_E
OlC
O fC
1--0
2
C.
N
L m
y?
a1
d 0
I--N
E
`
(n
v
w
V_ =
O O
U
z
�,
j
H
_
o
V
c
wC r
d
x G
O a
d
O
N
N 01
o
NC 2L Ground Water Standard
NE
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
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
9/10/2013
-
45.8
98.4
20
--
447,000
852,000
9,290
5.88
18.91
959
1.13
221.7
0.44
W-03
4/7/2014
-
-
39.8
-
88.4
-
20.4
-
-
--
338,000
796,000
10,100
5.85
10.71
1,109
0.71
537.7
2.39
W-03
9/3/2014
-
-
34
-
135
-
23.4
-
-
--
364,000
895,000
--
5.73
20.62
1,049
2.78
501.6
0.74
W-03
4/2/2015
-
-
32.8
-
155
-
25
-
-
-
449,000
932,000
--
6.06
15.68
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
3/8/20161
30
1
1
1-
190
1
1 170
1
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

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 5 of 11
Sample
P
Location
Date
0)m
a
O _O
z U
E
_
E
3
n
L0
E
E
U
L-
U
.co
C
O
U
O
N
J
3
E
d
co
L
co
O
N
z
y
a
z
�
w
cn
c
y
_
O
co
=
aco
Oca
O
I-- U
C.
N
L m
y
a1
d0M
I--
E
`
cn
v
w
;G _
OO
N U
z
�,
_
o
C>
c
w r
G m
a
d
O
v,
N 01
o
NC 2L Ground Water Standard
NE
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
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-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
-
-
-
--
79,400
415,000
--
7.21
15.95
500
8.5
122.7
0.74
W-03B
9/9/2015
-
-
42
--
170
570
-
-
-
--
110,000
390,000 B
--
6.69
27.24
670
0
-7
0.96
W-03B
3/8/2016
-
-
50
-
680
440
-
2.3
-
-
--
73,000
390,000
--
7.28
13
596.4
6.02
62
0.23
W-03B
9/8/2016
-
-
45
-
340
380
-
-
-
--
71,000
380,000
--
7.3
21.35
538
0.44
62
0.7
W-03B (FD)
9/8/2016
-
-
46
-
350
380
-
1.1
-
-
--
74,000
370,000
--
--
--
--
--
--
--
W-03B
3/29/2017
-
8.9 J
--
44
-
400
440
-
-
-
--
110,000
410,000 B
--
7.28
13.7
687
0.58
156.6
0.52
W-03B (FD)
3/29/20171
8.2 J
--
46
-
400
470
-
-
-
--
110,000
360,000 B
--
--
--
--
--
--
--
W-03B
9/26/2017
-
19 BJ
--
55
-
820
310
-
-
-
--
65,000
370,000
--
7.22
20.23
453
2.7
28
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
3/31/20201
59
1 87
1
23,000
240,000
-
7.53
12.8
400.3
0.2
24.9
0.44
W-03B
9/24/20201
54
-
350
1
1 120
1
19,000
1 260,000
-
7.57
16
391.9
0.73
185.3
0.23

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 6 of 11
Sample
P
Location
Date
0)m
a
O _O
z U
E
_
E
3
n
L0
E
E
U
L-
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C
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U
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3
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d
co
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�,
_
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c
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G m
a
d
O
v,
w a1
o
NC 2L Ground Water Standard
NE
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
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-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
--
--
--
--
--
--
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

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 7 of 11
Sample
P
Location
Date
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a
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f�6 V
d
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O O
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C
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w
7
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c
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:a
j
H
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o
V
c
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m
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d
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v,
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NC 2L Ground Water Standard
NE
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
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-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
10/21/2021
-
140
--
130
--
870
29
-
-
-
--
12,000
130,000
--
6.33
15.9
186
8.5
206
4.12
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
3/9/20161
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
9/7/20161
1 1,900
1
1 280
7.9
1
4,100
60
-
4
-
-
-
64,000
200,000
-
6.3
20.1
240
9.6
98
6.5

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 8 of 11
Sample
P
Location
Date
d
O. O
U
f% O
0 0
z U
E
O
E
3
Q
C.>
a0i
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Q
O
C
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U
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L)
C
O
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N
J
m
N
C
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i
O
a
E
N
N
to
d
to
V
O
N
z
N
f6
ca
=
z
JT
7
to
>
0
_N
_
f9 ._
O O
to
V
c
_cc
f6
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2
a
tp
N y
a�
fLC fp
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N d
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r
V V
U-0
Q O
to L)
H
z
r
j
0
o
w
U
O>
w E
O R
C
O m
K
O 0-
�
O
X
O
N
u0i J
y 01
❑
NC 2L Ground Water Standard
NE
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
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-09
1/5/2011
-
--
-
27
-
440
32
-
-
-
-
16,000
150,000
-
8.39
15.9
274
119
22
W-09
1/5/2011
-
--
-
27
-
440
32
-
-
-
--
16,000
150,000
-
8.39
15.9
274
119
22
W-09
4/20/2011
-
83
39
170
23
42
10,000
130,000
8.83
16.78
286
121
-10
0.45
W-09
9/26/2012
-
116
102
10
108
10.1
8,800
149,000
--
10.98
16.25
350
7.9
12
^ n�
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
-
1101
--
100
3.7 J
-
41 J
1.4 J
-
-
-
--
9,100
280,000
-
11.77
19.18
856
7
-177
1.67
W-09
3/8/2016
-
90
--
89
-
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
10/20/2021
-
85
-
130
--
-
-
-
--
12,000
240,000
--
11.07
18.02
7.39
0
-132
1
PW-01
4/29/1988
-
152
59
8
57
57
314
576
--
37,000
500,000
1,280
6.9
--
--
--
--
--
PW-01
7/13/1989
-
--
100
--
--
--
--
--
--
--
--
--
--
--
-
-
-
PW-01
9/6/1990
-
--
90
--
--
9.9
--
--
-
--
--
--
6.8
--
--
-
-
-
PW-01
10/23/1991
-
130
0
620
1,230
3,310
-
460,000
850,000
8,000
6.41
15.1
1,247
--
--
--
PW-01
8/10/2009
-
--
-
35
-
4,800
1,800
-
-
--
-
680,000
--
--
6.98
15.3
2,860
32.1
13
PW-01
5/13/2010
-
46
6,800
2,500
5,100
--
1,000,000
2,100,000
-
6.68
16.47
2,580
215
-54
13.5
PW-01
5/13/2010
-
--
-
--
-
-
-
--
--
--
-
--
--
--
--
--
--
--
--
--
--
--
--
--
PW-01
5/14/2010
-
44
6,300
9.4
2,400
21,000
-
940,000
2,100,000
--
6.76
16.09
2,570
166
-50
13.2
PW-01
5/14/2010
-
34
2,900
2,000
560
-
800,000
1,900,000
--
6.76
15.03
2,430
217
-20
14.9
PW-01
4/21/2011
-
280
11
46
4,400
3,000
54
920,000
2,000,000
2,100
6.2
16.58
2,250
24
0.6
PW-01
9/26/2012
-
1,060
52.2
4,280
2,780
13.5
450
1,190,000
2,980,000
--
6.8
15.91
2,890
8.7
2
1'
PW-01
4/18/2013
-
1,080
55.4
3,830
2,700
10.1
626
1,080,000
1,940,000
14,200
6.2
16.23
2,401
3.03
-453.1
0.6
PW-01
9/10/2013
-
1,010
52.4
5,680
2,990
18.8
-
1,150,000
2,240,000
20,500
6.21
1 17.72
2,191
5.24
44.1
0.4

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 9 of 11
Sample
P
Location
Date
0)m
a
E .�+2
fV
n
O O
z U
E
E
O
Q
U
aCi
N
L
Q
'i
@
00
E
_7
E
'0
M
U
O
L
i
U
L
C
C.
O
U
C
O
M
y
J
a'
C
u
L
d
E
7
d
d
to
d
�
to
V
C
N
z
y
R
L
�=
z
d
'�
Cn
c
y
0
�_
w .-
O O
H co
=
O
M
W L
O M
H U
N`
2
C-
N
L m
y
d
E °'
Q O
H :
E
`
co
v
w
0
w 7
0
d C
C. O
co U
z
�,
a.
L
3
H
_
o
V
c
r+ f.
m
..+
X O
O a
d
O
v°, 0)
N
E
NC 2L Ground Water Standard
NE
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
PW-01
4/7/2014
--
628
--
48.9
--
4,780
3,130
--
--
--
--
914,000
1,980,000
16,600
6.23
15.34
2,689
3.2
40.7
0.83
PW-01
9/5/2014
-
1,370
--
32.3
8.4
--
6,160
3,080
-
49.9
--
--
--
1,010,000
2,260,000
--
6.14
16.72
2,552
5.69
-16.2
3.93
PW-01
4/2/2015
-
195
--
45
--
435
595
-
62.3
-
-
--
1,010,000
187,000
-
5.98
21.63
241
6.6
332
4.59
PW-01
9/9/2015
410
-
54
0.8 J
8.3 J
-
5,000
3,400
-
-
-
--
990,000
2,100,000 E
6.34
26.1
2,220
0
1
0.49
PW-01
3/8/2016
-
420
-
51
8.8
--
5,000
3,500
-
-
-
--
940,000
2,100,000
--
6.39
14.3
2,524
3.12
39.2
0.4
PW-01
9/6/2016
250
-
42
0.12
--
5,300
3,300
-
2.5
-
-
--
840,000
1,900,000
--
6.7
17.9
2,080
1.6
-2
0.8
PW-01
3/28/2017
-
61
-
39
19
--
4,200
3,300
-
3.8 J
-
-
--
840,000
1,900,000 E
6.38
15.8
2,342
3.39
42.3
0.31
PW-01
9/26/2017
-
180 B
--
48
5.3
--
4,700
1.3
3,600
-
-
-
-
780,000
1,900,000
-
6.36
16.82
1,880
1
14.3
0.48
PW-01
3/6/2018
870
-
48
3.8 J
--
6,500
0.85 J
3,100
-
3.6 J
-
-
--
760,000
1,800,000
--
6.09
13.55
2,420
39.1
98
1.01
PW-01
9/13/2018
-
160
-
37
--
4,500
3,100
-
-
-
--
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
--
4,500
3,300
-
-
-
--
770,000
1,700,000
-
6.43
15.5
1,709
9.76
74.4
0.26
PW-01
3/19/2019
-
430
-
38
--
5,300
2,700
-
7.8
-
-
--
670,000
1,500,000
--
6.41
14.7
1,984
5.73
3.2
0.49
PW-01
9/4/2019
-
330
-
35
--
3,000
3,000
-
20
-
-
--
750,000
1,700,000
-
5.8
15.6
1,963
3.82
-56.1
0.17
PW-01 (FD)
9/4/2019
-
170
-
35
--
3,300
3,100
-
-
-
--
740,000
1,700,000
--
--
--
--
--
--
--
PW-01
4/2/2020
-
250
-
36
--
3,300
2,700
-
21
-
-
--
830,000
1,700,000
--
6.39
15.2
2,088
4.14
-1.6
0.25
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
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
PZ-01
1/4/2011
-
--
-
81
--
1,600
78
-
-
-
--
98,000
180,000
--
--
--
--
--
--
--
PZ-01
4/20/2011
-
1,600
63
1.9
2,700
1.6
110
110
30,000
100,000
4,200
PZ-01
9/25/2012
-
99.7
138
119
1,900
319,000
806,000
--
-
-
-
-
-
-
PZ-01
4/17/2013
-
182
64.3
200
55.6
240
95,500
217,000
4,960
PZ-01
9/10/2013
-
82.7
72.1
17.8
--
179,000
485,000
6,530
-
-
-
-
-
--
PZ-01
4/6/2014
-
--
56.7
-
148
28.3
-
-
-
-
98,900
1,430,000
5,000
-
-
-
-
-
--
PZ-01
9/3/2014
-
52,800
-
778
280
--
69,200
27
3,130
-
-
-
--
162,000
503,000
--
--
--
--
--
--
--
PZ-01
4/1/2015
-
-
60.1
--
87
11.4
-
-
-
--
91,900
290,000
--
8.13
16.48
509
2.19
17.4
7.51
PZ-01
9/8/2015
-
--
--
--
-
--
--
--
--
--
-
-
--
--
--
--
--
--
--
--
--
--
--
--
PZ-01
3/7/2016
-
72,000
--
1,100
220
--
110,000
58
2,800
-
-
-
-
110,000
260,000
-
-
--
-
--
-
--
PZ-01
9/7/2016
-
--
--
--
-
--
--
--
--
--
-
-
--
--
--
--
--
--
--
--
--
--
-
--
PZ-01
3/27/2017
-
--
-
-
-
-
-
--
--
-
-
-
--
--
--
--
--
--
--
--
--
-
-
-
PZ-01
9/25/2017
-
-
-
-
-
-
-
--
--
-
-
-
--
--
--
--
--
--
--
--
--
-
-
-
PZ-01
3/5/2018
-
-
-
-
-
-
-
--
-
-
-
-
--
--
--
--
--
--
--
--
--
-
-
-
PZ-01
9/11/2018
-
-
-
--
-
-
-
--
-
-
-
-
--
--
--
--
--
--
--
--
--
-
-
-
PZ-02
1/4/2011
-
--
--
120
-
770
410
-
-
-
--
180,000
360,000
-
-
-
-
-
-
-
PZ-02
4/20/2011
-
4,200
99
6.9
2.7
7,400
3.4
410
0.14
100
82,000
250,000
6,700
-
-
-
-
-
-
PZ-02
9/25/2012
-
113
106
38.9
2,000
306,000
767,000
--
-
-
-
-
-
-
PZ-02
4/17/2013
-
222
63.7
247
28.4
180
98,200
197,000
4,630
-
-
-
-
-
-
PZ-02
9/10/2013
-
83.9
83.8
13.8
--
169,000
455,000
6,250
-
-
-
-
-
-
PZ-02
4/6/2014
-
114
--
54
--
180
12
-
-
-
--
93,800
255,000
4,000
-
-
-
-
-
-
PZ-02
9/4/2014
-
4,250
--
122
5.7
--
7,330
464
-
-
-
-
159,000
511,000
--
--
--
--
--
--
--
PZ-02
4/1/2015
-
--
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
--
-
-
-
-
-
-

APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 10 of 11
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APPENDIX Al
GROUNDWATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 11 of 11
E
_
o
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N
co
V
d
Sample
P
m
Z
c
=
L m
v
w
z
W E
O
Location
Date
m
a
E
E
E
y
y
y?
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c
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d
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co U
j
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NC 2L Ground Water Standard
NE
3,500
10
700
2
10
1,000
300
15
50
1
20
20
1,000
10,000
250,000
500,000
NE
6.5-8.5
NE
NE
NE
NE
NE
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
SU - standard units
uS/cm - microSiemens per centimeter
NTUs - Nephelometric Turbidity Units
my - millivolts
mg/L - milligrams per liter
NE - Not established
-- - Not sampled
B - Detected in the method blank
J - Estimated result < LOQ and > DL
Bold with gray background indicates exceedance of NC Groundwater Standard
Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
NSA - Location inaccessible; no sample collected
NSB - Obstruction in well; no sample collected
NSC - Well dry; no sample collected
NSD - Insufficient volume; no sample collected
NSE - Well damaged; no sample collected
NSF - Pump broken; no sample collected
NSG - Surface water location dry; no sample collected

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 1 of 10
Sample Location
Date
=
a
E
i
I a
E
•L
m
m
E
-O
m
I c)
O
L
s
L)
y
CL
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O
L
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a
V
L
d
a
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d
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O
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Z
N
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L
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m
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O
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O
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a
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R
O
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s
fL6
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O
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y
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r
R
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>
V
O
U
.2
V V
y
O- N
U)
Z
w
7
0
V
Q: E
O
:� +r
R c
MR r
X O
O a
C
N
O
>
O J
0
y
G
NC 2B Surface Water
Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
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
10/18/2011
153
76.7
190
9.6
250
39,200
210,000
5,700
7.54
16.94
289
8.3
236
9.56
SS-01
3/16/20121
170
82.5
1
1 238
11
37,400
221,000
4,800
7.8
15.73
359
2.46
-27
11.3

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 2 of 10
Sample Location
Date
=
a
E
i
a
E
'L
m
m
E
-O
m
I c)
O
L
s
L)
y
CL
Q
O
L)
i
O
L
O
d
I -j
Gs
N
C
m
a
V
L
d
a
G1
d
U)
d
in
0
O
N
Z
N
y
L
:'
z
m
m
w
7
U)
pl
O
O
y
a
0
R
O
C
s
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m
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l6
O
cn
2
a
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L
L
r
R
d
O-
E tlJ
d d
c)
O
U
.2
V V
y
O- N
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Z
w
7
0
Q: E
O
:� +r
R c
MR r
X O
O a
C
O
>
O J
0
y
G
NC 2B Surface Water
Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1A9
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
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
1 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+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
14A
692
--
--
--
SS-02
9/30/1994
120
28
470
356
24
325
135,000
397,000
37,900
7.39
18.6
573
--
--
--
SS-02
3/31/1995
165
526
332
41
750
102,000
342,000
--
7.87
14.5
496
--
--
--
SS-02
9/29/1995
406
1,020
6
598
1,030
155,000
505,000
2,680
5.6
13.5
1,095
--
--
--
SS-02
3/30/1996
426
787
250
190
30,600
198,000
2,990
6.53
12
282
--
--
--
SS-02
9/27/1996
61
227
10
262
47
750
147,000
409,000
3,190
7.59
20
613
--
--
--
SS-02
3/29/1997
209
644
246
10
450
72,800
255,000
2,470
7.83
16
224
--
--
--

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 3 of 10
Sample Location
Date
=
a
E
i
I a
E
'L
m
m
E
-O
m
I c)
O
L
s
L)
y
CL
Q
O
L)
i
O
L
O
d
I -i
Gs
N
C
m
a
V
L
d
a
G1
d
U)
d
in
0
O
N
Z
N
y
L
:'
z
m
m
w
7
U)
pl
O
O
y
a
0
R
O
C
s
.O
m
O
l6
O
f-
cn
2
a
y
L
L
r
R
d
CL
E tlJ
d d
c)
V
O
U
.2
V V
y
CL N
U)
Z
w
7
0
V
Q: E
O
:� +r
R c
MR r
X O
O a
C
d
O
>
O J
0
y
G
NC 2B Surface Water
Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
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
405,500
2,970
7.39
11
510
--
--
--
SS-02
10/3/2002
220
494
549
1,110
266,000
517,000
4,280
5.84
18
130
--
--
--
SS-02
3/25/2003
1,570
1,280
6
264
24
162
90,300
234,000
1,910
6.03
18
1,260
--
--
--
SS-02 (FD)
3/25/2003
1,750
1,320
265
24
194
94,600
235,000
2,000
6.03
18
1,260
--
--
--
SS-02
10/2/2003
1,010
546
610
115,000
395,000
2,500
6.51
14
556
--
--
--
SS-02
4/28/2004
109
400
417
608
220,000
394,000
2,260
--
12.7
623
--
--
--
SS-02
10/26/2004
216
839
582
2,000
276,000
554,000
3,060
--
--
807
--
--
--
SS-02
4/27/2005
356
272
648
37,600
460,000
2,480
--
--
737
--
--
--
SS-02
10/20/2005
72
1,120
330
48
546
240,000
571,000
3,400
--
--
419
--
--
--
SS-02
10/19/2006
530
1,060
534
32
299
204,000
422,000
3,490
--
--
550
--
--
--
SS-02
4/27/2007
389
811
488
333
439,000
303,000
4,420
--
--
511
--
--
--
SS-02
11/19/2007
136
308
23
258
300,000
647,000
3,540
--
--
908
--
--
--
SS-02
4/30/2008
278
254
46
285
159,000
371,000
2,740
--
--
569
--
--
--
SS-02
10/29/2008
56.3
0.24
128
318
14.2
407
342,000
708,000
3,430
--
--
1,070
--
--
--
SS-02
4/30/2009
60.8
89.4
222
19.2
499
201,000
518,000
3,390
--
--
821
--
--
--
SS-02
8/26/2009
--
--
71
--
110
220
--
--
--
--
310,000
--
--
7.78
21.55
2,120
6.4
101
6.38
SS-02
10/12/2009
43 J
5.1 J
60
0.8 J
45 J
48
320
210,000
510,000
--
7.8
13.29
3,360
8.7
123
12.95
SS-02
4/19/2010
64
260
260
420
150,000
390,000
6,300
7.61
10.57
632
60.1
181
10.21
SS-02
10/11/2010
1.1 J
69
1.4 J
270
310
8.9
6.4 J
1,200
250,000
660,000
--
7.62
15.24
999
--
113
8.29
SS-02
4/20/2011
63
270
150
4
630
120,000
360,000
3,000
7.55
18.62
602
4.2
241
9.7
SS-02
10/18/2011
74.9
181
266
470
202,000
582,000
7,300
7.36
17.63
536
4.6
248
9.7
SS-02
3/16/2012
71.8
171
65.8
1,600
152,000
614,000
6,300
7.55
15.36
781
3.4
14.5
11.52
SS-02
9/25/2012
97.6
236
301
1,600
400,000
858,000
--
8.46
16.16
1,420
9.7
181
9.08
SS-02
4/17/2013
194
71.4
242
110
214
79,100
207,000
5,030
8.14
20.8
382
4.7
79.6
7.97
SS-02
9/10/2013
83
135
102
1,160
167,000
493,000
6,290
8.03
19.79
657
8.2
99.8
7.11
SS-02
4/6/2014
133
--
56.4
--
194
21.2
--
--
--
--
87,000
277,000
5,000
8.88
13.98
445
7.52
138.1
12.13
SS-02
9/3/2014
--
83.7
--
68.6
11.1
--
--
--
--
158,000
526,000
--
8.14
23.42
733
2.45
61.3
5.09
SS-02
4/1/2015
--
59
--
96.1
16.7
--
--
--
--
92,200
297,000
--
8.13
15.03
508
1.81
9.6
8.13
SS-02
9/8/2015
260 J
--
100
1.1 J
--
450
70
--
--
--
--
160,000
460,000
--
--
--
--
--
--
--
SS-02
3/8/2016
150
--
65
--
260
36
--
1.7
--
--
--
61,000
180,000
--
8.41
8.5
368.4
--
227.1
11.32
SS-02
9/7/2016
150
--
81
--
490
44
--
--
--
--
86,000
300,000
--
8.5
21.8
452
4.6
89
8.4
SS-02
3/27/2017
65
--
74
--
210
11
--
--
--
--
68,000
250,000 B
--
7.2
16.14
403
1.8
169
9.62
SS-02
9/25/2017
86 B
--
88
--
200
43
--
--
--
--
88,000
310,000
--
7.95
19.7
458
1.18
183.9
8.41
SS-02
3/5/2018
37 J
--
69
--
160
27
--
--
--
--
92,000
300,000
--
7.99
9.93
457
4.6
179
11.75
SS-02
9/11/2018
--
83
--
250
52
--
--
--
--
89,000
320,000
--
7.86
22.1
533
4.8
110
5.12
SS-02
3/18/2019
150
--
47
--
530
23
--
--
--
--
34,000
170,000
--
6.89
10.7
249.7_+
7.68
175.3
12.34
SS-02
9/3/2019
150
--
80
--
240
30
--
--
--
--
60,000
250,000
--
7.43
22.6
375.8
8.62
-15.4
6.3

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 4 of 10
Sample Location
Date
=
a
E
i
a
E
'L
m
m
E
-O
m
I c)
O
L
s
L)
y
CL
Q
O
L)
i
O
L
O
d
I -j
Gs
N
C
m
a
V
L
d
a
G1
d
U)
d
in
0
O
N
Z
N
y
L
:'
z
m
m
w
7
U)
pl
O
O
y
a
0
R
O
C
s
_�
.O
m
O
l6
O
cn
2
a
y
L
L
r
R
d
CL
E tlJ
d d
c)
O
U
.2
V V
y
CL N
U)
Z
w
7
0
Q: E
O
:� +r
R c
MR r
X O
O a
C
O
>
O J
0
y
G
NC 2B Surface Water
Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
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-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 A
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-25
8/11/2009
--
--
60
--
590
53
--
--
--
--
28,000
--
--
8.35
22.07
1,830
32.1
75
7.57
SS-25
4/21/2011
150
50
470
8.2
40
5,000
100,000
1,900
7.59
14.79
89
15.5
128
9.66
SS-25
9/24/2012
508
52.2
1,580
103
22
39,800
156,000
--
7.19
15.94
257
13.6
145
8.44
SS-25
4/17/2013
820
54.9
1,170
32.6
5,810
62,000
2,940
7.49
19.64
336
6.8
163
8.9
SS-25
9/9/2013
345
54.3
809
23.8
60.9
3,650
82,000
2,590
7.39
20.34
134
5.9
23.7
8.26
SS-25
4/6/2014
310
--
51.1
--
555
13.8
--
--
--
--
5,500
75,000
2,000
7.12
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

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 5 of 10
Sample Location
Date
=
a
E
i
a
E
'L
m
m
E
-O
m
I c)
O
L
s
L)
y
CL
Q
O
L)
i
O
L
O
d
I -j
Gs
N
C
m
a
V
L
d
a
G1
d
U)
d
in
0
O
N
Z
N
y
L
:'
z
m
m
w
7
U)
pl
O
O
y
a
0
R
O
C
s
_�
.O
m
O
l6
O
cn
2
a
y
L
L
r
R
d
O-
E tlJ
d d
c)
O
U
.2
V V
y
CL N
U)
Z
w
7
0
Q: E
O
:� +r
R c
MR r
X O
O a
C
O
>
O J
0
y
G
NC 2B Surface Water
Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
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
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-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
4/1/2020
1,300
--
59
--
1,800
18
--
--
--
--
31,000
160,000
--
7.36
11.8
261.9
24.1
63.3
10.12
SS-30
9/23/2020
3,800
--
81
--
4,300
1.4
56
--
--
--
--
37,000
220,000
--
7.48
15.5
339.8
61.1
18.2
7.46
SS-30
4/6/2021
3,800
--
65
6.1
--
4,100
1.4
32
--
--
--
25,000
200,000
--
8.09
12.89
217
64
252
9.56
SS-30
10/21/2021
140
--
60
--
430
20
--
--
--
--
48,000
220,000
--
7.85
15.39
431
44.7
183
6.2
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
9/10/20131
89.6
92.5
15.5
20.4
1,440
165,000
450,000
6,230
1 7.92
19.75
610
5.7
87.8
1 8.43

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 6 of 10
Sample Location
Date
=
a
E
i
I a
E
'L
m
m
E
-O
m
I c)
O
L
s
L)
y
CL
Q
O
L)
i
O
L
O
d
I -i
Gs
N
C
m
a
V
L
d
a
G1
d
U)
d
in
0
O
N
Z
N
y
L
:'
z
m
m
w
7
U)
pl
O
O
y
a
0
R
O
C
s
_�
.O
m
O
l6
O
f-
cn
2
a
y
L
L
r
R
d
O-
E tlJ
d d
c)
O
U
.2
V V
y
O- N
U)
Z
w
7
0
Q: E
O
:� +r
R c
MR r
X O
O a
C
O
>
O J
0
y
G
NC 2B Surface Water
Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
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-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
3/5/2018
86
--
40
--
530
22
--
--
--
--
2,900
68,000
--
7.38
11.41
74
14.8
213
11.87
SS-50
9/11/2018
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
SS-50
3/18/2019
240
--
40
--
740
25
--
--
--
--
3,700
72,000
--
7.45
9.7
73
11.8
145.8
8.69
SS-50
9/3/2019
1,400
--
54
--
3,000
93
--
--
--
--
1,400
78,000
--
5.22
22
104.2
24.8
6.8
6.85
SS-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-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
1
10.79
SS-60
9/10/20131
103
120
116
75.5
2,120
275,000
663,000
6,150
7.47
20.97
423
8.4
87.6
8.17

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 7 of 10
Sample Location
Date
=
a
E
i
a
E
'L
m
m
E
-O
m
I c)
O
L
s
L)
y
CL
Q
O
L)
i
O
L
O
d
I -j
Gs
N
C
m
a
V
L
d
a
G1
d
U)
d
in
0
O
N
Z
N
y
L
:'
z
m
m
w
7
U)
pl
O
O
y
a
0
R
O
C
s
_�
.O
m
O
l6
O
f-
cn
2
a
y
L
L
r
R
d
CL
E tlJ
d d
c)
O
U
.2
V V
y
CL N
U)
Z
w
7
0
Q: E
O
:� +r
R c
MR r
X O
O a
C
O
>
O J
0
y
G
NC 2B Surface Water
Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1.49
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
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
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
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-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

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 8 of 10
Sample Location
Date
=
a
E
i
I a
E
'L
m
m
E
-O
m
I c)
O
L
s
L)
y
CL
Q
O
L)
i
O
L
O
d
I -i
Gs
N
C
m
a
V
L
d
a
G1
d
U)
d
in
0
O
N
Z
N
y
L
:'
z
m
m
w
7
U)
pl
O
O
y
a
0
R
O
C
s
_�
.O
m
O
l6
O
f-
cn
2
a
y
L
L
r
R
d
O-
E tlJ
d d
c)
O
U
.2
V V
y
O- N
U)
Z
w
7
0
Q: E
O
:� +r
R c
MR r
X O
O a
C
O
>
O J
0
y
G
NC 2B Surface Water
Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1A9
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
SS-80
9/10/2013
110
71.5
211
8.3
265
47,600
152,000
3,430
7.67
21.64
417
6.9
87.9
7.92
SS-80
4/6/2014
180
--
53.7
--
328
--
-
--
--
17,500
84,000
2,400
7.39
13.87
106
8.7
136.2
11.78
SS-80
9/4/2014
149
--
81.1
--
436
16.8
--
--
--
--
30,100
155,000
--
8.09
21.23
245
11.3
17.5
6.98
SS-80
4/1/2015
246
--
58.1
--
382
7.1
--
--
--
--
25,500
89,000
--
7.88
12.8
162
4.37
4.37
9.57
SS-80
9/8/2015
--
84
--
180
14 J
--
--
--
--
41,000
170,000
--
--
--
--
--
--
--
SS-80
3/8/2016
640
--
54
--
530
6.4
--
--
--
--
24,000
110,000
--
8.45
8.8
124.3
--
236.8
11.32
SS-80
9/7/2016
140
--
63
--
430
9.7
--
--
--
--
13,000
110,000
--
7.7
21
98
2.7
53
8.2
SS-80
3/27/2017
100
--
62
--
200
2.5 J
--
--
--
--
21,000
110,000 B
--
7.97
16.04
156
1.7
165
8.96
SS-80
9/25/2017
98 B
--
71
--
250
6.8
--
--
--
--
21,000
110,000
--
7.68
18.95
158
2.97
146.5
8.89
SS-80
3/5/2018
74
--
51
--
190
10
--
--
--
--
21,000
96,000
--
7.57
10.92
127
0.9
185
15.18
SS-80
9/11/2018
490
--
73
--
1,200
34
--
--
--
--
16,000
110,000
--
8.19
21
191
5.55
109
5.72
SS-80
3/18/2019
400
--
45
--
560
--
--
--
--
13,000
90,000
--
7.64
9.9
96.8
9.89
196.2
9.74
SS-80
9/3/2019
240
--
67
--
500
9.9
--
--
--
--
13,000
130,000
--
6.65
21.7
142.6
6.32
8.1
5.64
SS-80
4/1/2020
510
--
50
--
680
5.8
--
--
--
--
10,000
76,000
--
7.24
11.7
87.3
13.3
83A
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-90
1/4/2011
--
--
44
--
1,200
16
--
--
--
--
26,000
97,000
--
8.42
3
390
4.2
152
10.55
SS-90
1/4/2011
--
--
44
--
1,200
16
--
--
--
--
26,000
97,000
--
8.42
3
390
4.2
152
10.55
SS-90
4/20/2011
83
57
330
21
2.1
330
56,000
130,000
2,600
6.69
16.92
292
4.6
293
11.68
SS-90
9/25/2012
121
115
212
30.4
980
202,000
511,000
--
8.14
11.93
840
12.1
207
8.96
SS-90
4/17/2013
491
56
709
17.4
34.9
38,900
127,000
3,690
7.94
19.71
203
6.9
66
7.59
SS-90
9/10/2013
148
86.6
265
32.4
642
121,000
283,000
4,920
7.86
22.19
429
7.9
91.6
7.26
SS-90
4/6/2014
154
--
48.5
--
274
9.4
--
--
--
--
45,300
151,000
3,300
8.87
15.09
255
5.62
120.9
15.44
SS-90
9/3/2014
--
90.8
--
77.5
16
--
--
--
--
94,500
357,000
--
7.48
23.51
518
5.56
65.3
6.43
SS-90
4/1/2015
125
--
58
--
189
9
--
--
--
--
51,400
166,000
--
8.81
11.35
318
5.95
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
210.3
--
239.3
13.08
SS-90
9/7/2016
40
--
73
--
230
17
--
--
--
--
49,000
200,000
--
8
20.8
2,886
1.8
48
9
SS-90
3/27/2017
160
--
62
--
340
12
--
--
--
--
40,000
100,000 B
--
8.2
16.52
256
1.9
152
11.09
SS-90
9/25/2017
72 B
--
79
--
160
10
--
--
--
--
48,000
200,000
--
7.88
19.1
284
1.47
153.2
8.7
SS-90
3/5/2018
51
--
54
--
120
5.8
--
--
--
--
48,000
170,000
--
7.78
9.59
262
2.2
192
10.09
SS-90
9/11/2018
54
--
72
--
280
15
--
--
--
--
46,000
210,000
--
8.66
21.2
387
4.95
114
6.8
SS-90
3/18/2019
140
--
45
--
340
7.4
--
--
--
--
20,000
110,000
--
7.54
9.8
150.9
8.02
170.9
12.29
SS-90
9/3/2019
71
--
69
--
230
8.2
--
--
--
--
31,000
160,000
--
6.59
22.2
229.1
12.9
12.9
6.44
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-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

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 9 of 10
Sample Location
Date
E
E
Q
V
.i
N
i
Q
E
i
f6
m
E
f6
c�
E
2
.E
t
c�
O
O
O
U
O
i
d
J
N
M
a
01
c
m
Z
�+
7
i
d
Z
C
N
d
cn
L
in
U
C
N
z
w
+'
=
z
r
w
7
cn
O
�
O
y
N
0
f0
O
H
G
fL6
C)
O
L
O
f4
O
H
m
O.
i
y
r
>d y
N M
O
E y
N d
H U
>
V
O
U
U_
w E
V V
y
Q fn
cn
-ti
7
H
0
V
E
c _
O l6
.r =
l6 C
8 r
x O
O a
C
N
O
>
O J
N
N
o f
NC 2B Surface Water Standard
8,000
10
21,000
0.3
50.1
5.79
15000
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
MW-001
9/30/1994
2,580
16
44
23,200
6,490
35
2,950
7875000
25230,000
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
10
2
5,020
5,400
2,080
--
2,340,000
6,650
7.18
15
3,050
-
-
MW-001
9/27/1996
167
< 10
--
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
10
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
- 10
6,180
5,460
10
1,290
1,050,000
2,460,000
4,310
7.5
22
1,770
-
-
-
MW-001
3/27/1998
< 1(
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
< 10
--
4,940
--
666,000
2,700,000
15,400
7.6
20
1,200
-
-
MW-001
3/31/1999
< 10
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
< 10
6,770
862
80
3,360
330,000
715,000
13,300
7.08
18
2,930
--
-
-
MW-001
3/16/2000
410
< 10
72,000
4,540
1,090
948,000
2,610,000
10,600
--
--
--
-
-
-
MW-001
9/15/2000
' 100
< 10
2,020
3,480
6,270
894,000
2,470,000
5,210
6.57
19
980
-
-
--
MW-001
3/23/2001
144
< 10
4
35,900
12
4,070
; 20
480
926,000
2,630,000
5,850
6.5
17
480
-
-
-
MW-001 (FD)
3/23/2001
; 100
< 10
6,900
7
4,190
; 20
350
939,000
2,640,000
7,520
6.5
17
480
-
-
-
MW-001
10/4/2001
204
< 10
915
7
229
; 20
< 0.05
186,000
7,800
6.28
20
300
-
-
-
MW-001
3/28/2002
< 100
< 10
5,100
3,660
-
280
1,000,000
3,010,000
3,770
6.44
12
1,080
-
-
-
MW-001
10/3/2002
< 100
< 10
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
'00
< 10
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
100
< 10
6,690
6
3,560
25
406
846,000
2,530,000
3,720
6.62
17
330
-
-
--
MW-001
10/2/2003
100
< 10
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
00
< 10
11,400
6
3,880
958,000
2,690,000
3,900
5.59
15
3,170
-
-
--
MW-001
4/28/2004
< 100
< 10
11,100
6
6,080
1,460,000
2,550,000
5,360
--
17.3
2,860
--
-
-
MW-001
10/26/2004
< 100
< 10
5,250
4,550
287
1,190,000
2,950,000
3,640
-
--
3,480
--
-
-
MW-001
4/27/2005
< 10
2
7,630
7
5,730
1,100,000
2,550,000
4,710
-
-
2,870
--
-
-
MW-001
10/20/2005
1,630
< 10
4
28
103,000
6
4,880
57
428
403,000
3,010,000
89,000
--
-
529
--
--
-
MW-001
10/19/2006
172
< 10
2
347
27,400
3,600
27
139
1,320,000
2,850,000
4,370
-
-
2,000
--
--
-
MW-001
4/27/2007
< 10
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
5
1,560,000
3,060,000
3,820
-
-
3,300
--
-
-
MW-001
4/30/2008
100
< 10
9,680
2,990
22
155
1,100,000
2,910,000
3,380
-
-
4,880
--
-
-
MW-001
10/29/2008
< 100
< 10
68.7
4,840
3.5
2,880
188,000
3,060,000
3,510
-
-
4,200
--
-
-
MW-001
4/30/2009
< 100
< 10
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
11640
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
1U
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
10
2,500
3,370
13
41
250
--
929,000
6,980
7.2
20
1,214
--
-
-
MW-003
9/30/1998
353
10
1,380
--
17
780
367,000
1,280,000
10,100
6.9
19
920
--
-
-
MW-003
3/31/1999
' 100
< 10
4,830
5,550
190
482,000
842,000
7,580
7.1
16
592
-
-
-
MW-003
9/29/1999
677
< 10
1,940
894
100
258,000
413,000
8,140
7.65
19
741
--
-
-
MW-003
9/15/2000
224
< 10
2,380
2,800
160
550,000
1,260,000
8,580
7.06
21
680
-
-
-
MW-003
3/23/2001
< 10
3,690
10
2,250
30
230
530,000
1,230,000
5,720
6.6
17
640
-
-
-

APPENDIX A2
SURFACE WATER ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Page 10 of 10
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Sample Location
Date
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Standard
8,000
10
21,000
0.3
50.1
5.79
1,000
1A9
100
0.012
5
1.34
76.01
10,000
250,000
500,000
NE
6.0-9.0
NE
NE
50
NE
NE
MW-003
10/4/2001
4,240
6
3,650
80
592,000
1,440,000
30,000
7
20
600
--
--
--
MW-003
3/28/2002
5,620
2,180
--
110
682,000
1,590,000
5,360
6.37
13
680
--
-
--
MW-003
10/3/2002
2
6,510
5,290
932,000
1,900,000
8,510
6.22
19
150
--
--
--
MW-003
3/25/2003
3,280
6,170
8
4,290
78
88
784,000
1,520,000
1,340
6.36
18
110
--
-
--
MW-003
10/2/2003
634
5,950
8
6,750
50
174
765,000
1,420,000
3,970
6.12
14
1,460
--
--
--
MW-003
4/28/2004
152
8,370
6,720
224
1,040,000
1,810,000
3,890
--
12.1
2,030
--
--
--
MW-003
10/26/2004
554
5
16,300
4,220
36
289
1,070,000
2,140,000
5,160
--
--
2,150
--
--
-
MW-003
4/27/2005
2
4,470
6,110
246
1,075,000
2,090,000
4,050
--
--
2,320
--
--
-
MW-003
10/20/2005
5
27
7,900
5,870
44
279
1,300,000
2,090,000
30,000
--
--
1,060
--
--
-
MW-003
10/19/2006
1,460
6,040
4,550
21
281
1,170,000
1,920,000
4,200
--
--
1,370
--
--
--
MW-003
4/27/2007
8,330
4,190
290
1,130,000
2,130,000
3,830
--
--
2,230
--
--
--
MW-003
11/19/2007
8,200
6,000
64
1,680,000
2,550,000
4,590
--
--
2,710
--
--
--
MW-003
4/30/2008
3,360
3,800
37
297
2,090,000
2,110,000
3,560
--
--
2,290
--
--
--
MW-003
10/29/2008
59.3
2,880
2.3
4,360
171
988,000
2,360,000
3,480
--
--
2,740
--
--
--
MW-003
4/30/2009
53.2
4,620
7.2
4,960
14.6
337
261,000
2,460,000
4,110
--
--
2,930
--
--
--
Notes:
All concentrations in micrograms per liter (ug/L) unless otherwise noted
SU - standard units
uS/cm - microSiemens per centimeter
NTUs - Nephelometric Turbidity Units
my - millivolts
mg/L - milligrams per liter
NE - Not established
-- - Not sampled
B - Detected in the method blank
J - Estimated result < LOQ and > DL
Bold with gray background indicates exceedance of NC Surface Water Standard
Analysis for arsenic, copper, mercury, silver, zinc, nitrates & TOC discontinued in 2014 per Corrective Action Plan (ERM, 2/2014).
NSA - Location inaccessible; no sample collected
NSB - Obstruction in well; no sample collected
NSC - Well dry; no sample collected
NSD - Insufficient volume; no sample collected
NSE - Well damaged; no sample collected
NSF - Pump broken; no sample collected
NSG - Surface water location dry; no sample collected

APPENDIX A3
QA/QC ANALYTICAL RESULTS SUMMARY
EDWARDS ROAD LANDFILL - PERMIT 34-05
RURAL HALL, NORTH CAROLINA
Analyte
E
c
E
3
Q
d
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E
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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
10/412001
< 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
10/312002
< 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
1 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
10/312002
< 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
< 0.61
< 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.: 0588865 Client: R.J. Reynolds Tobacco Co. February 2022
2021-10 Edwards Rd LF Rural Hall GW Report.docx

aceAnalytical
Report of Analysis
ERM INC, Inc.
300 West Summit Avenue
Suite 330
Charlotte, NC 28203
Attention: Alan Martin
Project Name: RJRT
Project Number: 0588865
Lot Number:WJ26005
Date Completed:11/11/2021
11/11/2021 3:59 PM
Approved and released by:
Project Manager I: Hannah K. Lucas
The electronic signature above is the equivalent of a handwritten signature.
This report shall not be reproduced, except in its entirety, without the written approval of Pace Analytical Services, LLC.
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172
Tel: [phone] Fax:[phone] www.pacelabs.com
PACE ANALYTICAL SERVICES, LLC
SC DHEC No: 32010001 NELAC No: E87653 NC DENR No: 329 NC Field Parameters No: 5639
Case Narrative
ERM INC, Inc.
Lot Number: WJ26005
This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary
following this Case Narrative. The sample receiving date is documented in the header information
associated with each sample.
All results listed in this report relate only to the samples that are contained within this report
Sample receipt, sample analysis, and data review have been performed in accordance with the most
current approved The NELAC Institute (TNI) standards, the Pace Analytical Services, LLC ('Pace")
Laboratory Quality Manual, standard operating procedures (SOPS), and Pace policies. Any exceptions to
the TNI standards, the Laboratory Quality Manual, SOPs or policies are qualified on the results page or
discussed below.
Pace is a TNI accredited laboratory; however, the following analyses are currently not listed on our TNI
scope of accreditation:
Biological Tissue: All, Non -Potable Water: SGT-HEM EPA 1664B, Silica EPA 200.7, Boron, Calcium,
Silicon, Strontium EPA 200.8, Bicarbonate, Carbonate, and Hydroxide Alkalinity SM 2320 B-2011, Fecal
Coliform SM 9221 C E-2006 & SM 9222D-2006, Strontium SW-846 601 OD, VOC SM 6200 B-2011,
Drinking Water: VOC (excluding BTEX, MTBE, Naphthalene, & 1,2-dichloroethane) EPA 524.2, Solid
Chemical Material: TOC Walkley-Black.
If you have any questions regarding this report please contact the Pace Project Manager listed on the
cover page.
Inorganic non-metals
Sample -001 had yielded a high residual mass for TDS in the initial analysis. The sample was analyzed
outside of the 7-day holding time and the detections were confirmed. The initial results have been
reported.
Metals
The matrix spike/matrix spike duplicate (MS/MSD) associated with sample 20286 had aluminum
recovered outside of the acceptance limits. The laboratory control sample (LCS) was recovered within the
required acceptance limits; therefore, this likely demonstrates a matrix effect.
Pace Analytical Services, LLC (formerly Shealy Environmetal Services, Inc.)
106 Vantage Point Dnve West Columbia, SC 29172 [phone] Fax [phone] x pacelabs.com
Page 1 of 66 Page 2 of 66

PACE ANALYTICAL SERVICES, LLC
Sample Summary
ERM INC, Inc.
Lot Number: WJ26005
Sample Number
Sample ID
Matrix
Date Sampled
Date Received
001
W-1-WG-20211021
Aqueous
10/21/2021 1540
10/26/2021
002
W-3-WG-20211020
Aqueous
10/20/2021 1640
10/26/2021
003
W-3B-WG-20211020
Aqueous
10/20/2021 1540
10/26/2021
004
W-6-WG-20211021
Aqueous
10/21/2021 1050
10/26/2021
005
W-7-WG-20211021
Aqueous
10/21/2021 1215
10/26/2021
006
W-8-WG-20211020
Aqueous
10/20/2021 1530
10/26/2021
007
W-9-WG-20211020
Aqueous
10/20/2021 1420
10/26/2021
008
PW-1-WG-20211020
Aqueous
10/20/2021 1645
10/26/2021
009
SS-01-WS-20211021
Aqueous
10/21/2021 1655
10/26/2021
010
SS-02-WS-20211021
Aqueous
10/21/2021 1400
10/26/2021
011
SS-20-WS-20211021
Aqueous
10/21/2021 1525
10/26/2021
012
SS-25-WS-20211021
Aqueous
10/21/2021 1535
10/26/2021
013
SS-30-WS-20211021
Aqueous
10/21/2021 1545
10/26/2021
014
SS-40-WS-20211021
Aqueous
10/21/2021 1410
10/26/2021
015
SS-50-WS-20211021
Aqueous
10/21/2021 1630
10/26/2021
016
SS-60-WS-20211021
Aqueous
10/21/2021 1600
10/26/2021
017
SS-70-WS-20211021
Aqueous
10/21/2021 1430
10/26/2021
018
SS-80-WS-20211021
Aqueous
10/21/2021 1420
10/26/2021
019
SS-90-WS-20211021
Aqueous
10/21/2021 1015
10/26/2021
(19 samples)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelabs.com
Page 3 of 66
PACE ANALYTICAL SERVICES, LLC
Detection Summary
ERM INC, Inc.
Lot Number: WJ26005
Sample Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
001 W-1-WG-20211021
Aqueous
Sulfate
300.0
1100
mg/L
7
001 W-1-WG-20211021
Aqueous
TDS
SM 2540C-
2200
mg/L
7
001 W-1-WG-20211021
Aqueous
Aluminum
6020B
41
ug/L
8
001 W-1-WG-20211021
Aqueous
Barium
6020B
22
ug/L
8
001 W-1-WG-20211021
Aqueous
Iron
6020E
290
ug/L
8
001 W-1-WG-20211021
Aqueous
Manganese
6020B
3600
ug/L
8
001 W-1-WG-20211021
Aqueous
Selenium
6020B
22
ug/L
8
002 W-3-WG-20211020
Aqueous
Sulfate
300.0
120
mg/L
9
002 W-3-WG-20211020
Aqueous
TDS
SM 2540C-
370
mg/L
9
002 W-3-WG-20211020
Aqueous
Barium
6020B
34
ug/L
10
002 W-3-WG-20211020
Aqueous
Manganese
6020B
120
ug/L
10
003 W-3B-WG-20211020
Aqueous
Sulfate
300.0
14
mg/L
11
003 W-3B-WG-20211020
Aqueous
TDS
SM 2540C-
230
mg/L
11
003 W-3B-WG-20211020
Aqueous
Barium
6020B
50
ug/L
12
003 W-3B-WG-20211020
Aqueous
Iron
6020E
210
ug/L
12
003 W-3B-WG-20211020
Aqueous
Manganese
6020E
78
ug/L
12
004 W-6-WG-20211021
Aqueous
Sulfate
300.0
10
mg/L
13
004 W-6-WG-20211021
Aqueous
TDS
SM 2540C-
260
mg/L
13
004 W-6-WG-20211021
Aqueous
Aluminum
6020E
320
ug/L
14
004 W-6-WG-20211021
Aqueous
Barium
6020B
61
ug/L
14
004 W-6-WG-20211021
Aqueous
Chromium
6020E
10
ug/L
14
004 W-6-WG-20211021
Aqueous
Iron
6020E
540
ug/L
14
004 W-6-WG-20211021
Aqueous
Manganese
6020E
16
ug/L
14
005 W-7-WG-20211021
Aqueous
Sulfate
300.0
12
mg/L
15
005 W-7-WG-20211021
Aqueous
TDS
SM 2540C-
130
mg/L
15
005 W-7-WG-20211021
Aqueous
Aluminum
6020E
140
ug/L
16
005 W-7-WG-20211021
Aqueous
Barium
6020E
130
ug/L
16
005 W-7-WG-20211021
Aqueous
Iron
6020E
870
ug/L
16
005 W-7-WG-20211021
Aqueous
Manganese
6020B
29
ug/L
16
006 W-8-WG-20211020
Aqueous
Sulfate
300.0
19
mg/L
17
006 W-8-WG-20211020
Aqueous
TDS
SM 2540C-
96
mg/L
17
006 W-8-WG-20211020
Aqueous
Aluminum
6020E
400
ug/L
18
006 W-8-WG-20211020
Aqueous
Barium
6020E
150
ug/L
18
006 W-8-WG-20211020
Aqueous
Chromium
6020E
12
ug/L
18
006 W-8-WG-20211020
Aqueous
Iron
6020E
680
ug/L
18
006 W-8-WG-20211020
Aqueous
Manganese
6020E
15
ug/L
18
007 W-9-WG-20211020
Aqueous
Sulfate
300.0
12
mg/L
19
007 W-9-WG-20211020
Aqueous
TDS
SM 2540C-
240
mg/L
19
007 W-9-WG-20211020
Aqueous
Aluminum
6020E
85
ug/L
20
007 W-9-WG-20211020
Aqueous
Barium
6020B
130
ug/L
20
008 PW-1-WG-20211020
Aqueous
Sulfate
300.0
670
mg/L
21
008 PW-1-WG-20211020
Aqueous
TDS
SM 2540C-
1600
mg/L
21
009 SS-01-WS-20211021
Aqueous
Sulfate
300.0
40
mg/L
22
009 SS-01-WS-20211021
Aqueous
TDS
SM 2540C-
200
mg/L
22
009 SS-01-WS-20211021
Aqueous
Aluminum
6020E
84
ug/L
23
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 4 of 66

Detection Summary (Continued)
Lot Number: WJ26005
Sample
Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
009
SS-01-WS-20211021
Aqueous
Barium
6020E
73
ug/L
23
009
SS-01-WS-20211021
Aqueous
Iron
6020B
210
ug/L
23
009
SS-01-WS-20211021
Aqueous
Manganese
6020B
6.3
ug/L
23
010
SS-02-WS-20211021
Aqueous
Sulfate
300.0
50
mg/L
24
010
SS-02-WS-20211021
Aqueous
TDS
SM 2540C-
220
mg/L
24
010
SS-02-WS-20211021
Aqueous
Aluminum
6020B
77 S
ug/L
25
010
SS-02-WS-20211021
Aqueous
Barium
6020B
76
ug/L
25
010
SS-02-WS-20211021
Aqueous
Iron
6020B
200
ug/L
25
010
SS-02-WS-20211021
Aqueous
Manganese
6020E
7.7
ug/L
25
011
SS-20-WS-20211021
Aqueous
Sulfate
300.0
9.2
mg/L
26
011
SS-20-WS-20211021
Aqueous
TDS
SM 2540C-
82
mg/L
26
011
SS-20-WS-20211021
Aqueous
Aluminum
6020B
170
ug/L
27
011
SS-20-WS-20211021
Aqueous
Barium
6020B
38
ug/L
27
011
SS-20-WS-20211021
Aqueous
Iron
6020E
480
ug/L
27
011
SS-20-WS-20211021
Aqueous
Manganese
6020E
27
ug/L
27
012
SS-25-WS-20211021
Aqueous
Sulfate
300.0
9.0
mg/L
28
012
SS-25-WS-20211021
Aqueous
TDS
SM 2540C-
83
mg/L
28
012
SS-25-WS-20211021
Aqueous
Aluminum
6020B
120
ug/L
29
012
SS-25-WS-20211021
Aqueous
Barium
6020B
37
ug/L
29
012
SS-25-WS-20211021
Aqueous
Iron
6020E
360
ug/L
29
012
SS-25-WS-20211021
Aqueous
Manganese
6020B
12
ug/L
29
013
SS-30-WS-20211021
Aqueous
Sulfate
300.0
48
mg/L
30
013
SS-30-WS-20211021
Aqueous
TDS
SM 2540C-
220
mg/L
30
013
SS-30-WS-20211021
Aqueous
Aluminum
6020B
140
ug/L
31
013
SS-30-WS-20211021
Aqueous
Barium
6020E
60
ug/L
31
013
SS-30-WS-20211021
Aqueous
Iron
6020E
430
ug/L
31
013
SS-30-WS-20211021
Aqueous
Manganese
6020E
20
ug/L
31
014
SS-40-WS-20211021
Aqueous
Sulfate
300.0
50
mg/L
32
014
SS-40-WS-20211021
Aqueous
TDS
SM 2540C-
230
mg/L
32
014
SS-40-WS-20211021
Aqueous
Aluminum
6020E
83
ug/L
33
014
SS-40-WS-20211021
Aqueous
Barium
6020B
74
ug/L
33
014
SS-40-WS-20211021
Aqueous
Iron
6020B
200
ug/L
33
014
SS-40-WS-20211021
Aqueous
Manganese
6020E
8.5
ug/L
33
015
SS-50-WS-20211021
Aqueous
Sulfate
300.0
1.1
mg/L
34
015
SS-50-WS-20211021
Aqueous
TDS
SM 2540C-
72
mg/L
34
015
SS-50-WS-20211021
Aqueous
Aluminum
6020E
1300
ug/L
35
015
SS-50-WS-20211021
Aqueous
Barium
6020B
170
ug/L
35
015
SS-50-WS-20211021
Aqueous
Iron
6020E
25000
ug/L
35
015
SS-50-WS-20211021
Aqueous
Lead
6020E
6.5
ug/L
35
015
SS-50-WS-20211021
Aqueous
Manganese
6020B
710
ug/L
35
016
SS-60-WS-20211021
Aqueous
Sulfate
300.0
13
mg/L
36
016
SS-60-WS-20211021
Aqueous
TDS
SM 2540C-
92
mg/L
36
016
SS-60-WS-20211021
Aqueous
Aluminum
6020B
61
ug/L
37
016
SS-60-WS-20211021
Aqueous
Barium
6020B
64
ug/L
37
016
SS-60-WS-20211021
Aqueous
Iron
6020B
210
ug/L
37
016
SS-60-WS-20211021
Aqueous
Manganese
6020B
11
ug/L
37
017
SS-70-WS-20211021
Aqueous
Sulfate
300.0
53
mg/L
38
017
SS-70-WS-20211021
Aqueous
TDS
SM 2540C-
230
mg/L
38
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 5 of 66
Detection Summary (Continued)
Lot Number: WJ26005
Sample Sample ID
Matrix
Parameter
Method
Result Q
Units
Page
017
SS-70-WS-20211021
Aqueous
Aluminum
6020E
80
ug/L
39
017
SS-70-WS-20211021
Aqueous
Barium
6020B
73
ug/L
39
017
SS-70-WS-20211021
Aqueous
Iron
6020E
170
ug/L
39
017
SS-70-WS-20211021
Aqueous
Manganese
6020E
7.5
ug/L
39
018
SS-80-WS-20211021
Aqueous
Sulfate
300.0
60
mg/L
40
018
SS-80-WS-20211021
Aqueous
TDS
SM 2540C-
240
mg/L
40
018
SS-80-WS-20211021
Aqueous
Aluminum
6020B
85
ug/L
41
018
SS-80-WS-20211021
Aqueous
Barium
6020B
76
ug/L
41
018
SS-80-WS-20211021
Aqueous
Iron
60208
200
ug/L
41
018
SS-80-WS-20211021
Aqueous
Manganese
6020E
15
ug/L
41
019
SS-90-WS-20211021
Aqueous
Sulfate
300.0
29
mg/L
42
019
SS-90-WS-20211021
Aqueous
TDS
SM 2540C-
140
mg/L
42
019
SS-90-WS-20211021
Aqueous
Aluminum
6020E
53
ug/L
43
019
SS-90-WS-20211021
Aqueous
Barium
6020E
65
ug/L
43
019
SS-90-WS-20211021
Aqueous
Iron
6020E
140
ug/L
43
019
SS-90-WS-20211021
Aqueous
Manganese
6020B
5.4
ug/L
43
(109 detections)
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 6 of 66

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WJ26005-001
Description: W-1-WG-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1540
)ate Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1
(Sulfate) 300.0 10 10/27/2021 1755 AMR
20471
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
1100
10 or lL 1
TDS
SM 254OC-2011
2200
25 mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
ND= Not detected at or above the LOQ N=Re ,a, is out of cntena P=The RPD be —en hen GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: WJ26005-001
Description: W-1-WG-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1540
)ate Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date Batch
1 3005A
6020B 1 11/02/2021 2149 BNW
10/28/2021 0133 20286
2 3005A
6020E 100 11/03/2021 2037 BPK
10/28/2021 0133 20286
CAS Analytical
Parameter
Number Method
Result Q LOQ
Units
Run
Aluminum
7429-90-5 6020B
41 40
ug/L
1
Barium
7440-39-3 6020B
22 5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND 0.50
ug/L
1
Chromium
7440-47-3 6020B
ND 5.0
ug/L
1
Iron
7439.89.6 6020E
290 50
ug/L
1
Lead
7439-92-1 6020B
ND 1.0
ug/L
1
Manganese
7439-96-5 6020B
3600 500
ug/L
2
Selenium
7782.49.2 6020E
22 5.0
ug/L
1
Q = sumogate failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration range
L= LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of crom, P=The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 7 of 66 Page 8 of 66
Q = surtogate failure
L = LCSILCSD failure
S = MSIMSD failure

Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-002
Description: W-3-WG-20211020 Matrix: Aqueous
Date Sampled:l 0/20/2021 1640
Date Received: 10/26/2021
ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-002
Description: W-3-WG-20211020 Matrix: Aqueous
Date Sampled:10/20/2021 1640
Date Received: 10/26/2021
Run Prep Method Analytical Method Dilution Analysis Dale Analyst Prep Date Batch Run Prep Method Analytical Method Dilution Analysis Dale Analyst Prep Date Batch
1 (Sulfate)300.0 1 10/27/20211814 AMR 20471 1 3005A 6020B 1 11/02/20212157 BNW 10/28/2021 0133 20286
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Parameter
Number Method Result Q
LOQ
Units Run
Aluminum
Sulfate
300.0 120
1.0
mg/L 1
Barium
TDS
SM 254OC-2011 370
25
ni 1
Cadmium
Chromium
Iron
Lead
Manganese
Selenium
LOO =Limit of Ouantionion B = Detected in the method blank E = Quantitation of compound exceeded the calif aoan ange
ND= Not detected at or above the LOQ N=Re ,a, is out of cnt,na P=The RPD be—,n twa GC columns exceed, 40%
H = Out of holding tlme W = Reported on wet weight boats
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 9 of 66
CAS Analytical
Number Method Result Q LOQ Units Run
7429-90-5
6020B
ND
40
ug/L 1
7440-39-3
6020E
34
5.0
ug/L 1
7440-43-9
6020E
ND
0.50
ug/L 1
7440-47-3
6020B
ND
5.0
ug/L 1
7439-89-6
6020B
ND
50
ug/L 1
7439-92-1
6020B
ND
1.0
ug/L 1
7439-96-5
6020E
120
5.0
ug/L 1
7782-49-2
6020B
ND
5.0
ug/L 1
O = Sunapte failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration ange
L=LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of cnlen, P=The RPD In—... twa GC calumny exceed, 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 10 of66
O = SURogate failure
L = LCSILCSD failure
S = MSIMSD failure

Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-003
Description: W-3B-WG-20211020 Matrix: Aqueous
Date Sampled:l 0/20/2021 1540
Date Received: 10/26/2021
ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-003
Description: W-3B-WG-20211020 Matrix: Aqueous
Date Sampled:10/20/2021 1540
Date Received: 10/26/2021
Run Prep Method Analytical Method Dilution Analysis Dale Analyst Prep Date Batch Run Prep Method Analytical Method Dilution Analysis Dale Analyst Prep Date Batch
1 (Sulfate)300.0 1 10/27/20211833 AMR 20471 1 3005A 6020B 1 11/02/20212205 BNW 10/28/2021 0133 20286
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Parameter
Number Method Result Q
LOQ
Units Run
Aluminum
Sulfate
300.0 14
1.0
mg/L 1
Barium
TDS
SM 254OC-2011 230
25
mg/L 1
Cadmium
Chromium
Iron
Lead
Manganese
Selenium
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
ND= Not detected at or above the LOQ N=Re .,, is out of crilaria P=The RPD be —en twa GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 11 of66
CAS Analytical
Number Method Result Q LOQ Units Run
7429-90-5
6020B
ND
40
ug/L 1
7440-39-3
6020B
50
5.0
ug/L 1
7440-43-9
6020B
ND
0.50
ug/L 1
7440-47-3
6020B
ND
5.0
ug/L 1
7439-89-6
6020E
210
50
ug/L 1
7439-92-1
6020B
ND
1.0
ug/L 1
7439-96-5
6020B
78
5.0
ug/L 1
7782-49-2
6020B
ND
5.0
ug/L 1
Q = Sunapte failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration range
L=LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of cnlena P=The RPD be —en twa GC calumna exceeds 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 12 of 66
Q = SURogate failure
L = LCSILCSD failure
S = MSIMSD failure

Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-004
Description: W-6-WG-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1050
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1
(Sulfate) 300.0 1 10/27/2021 1930 AMR
20471
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
10
1.0 nr lL 1
TDS
SM 254OC-2011
260
25 mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibalion ange
ND= Not detected at or above the LOQ N=Re .,, is out of cntena P=The RPD be —en hen GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 13 of66
ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-004
Description: W-6-WG-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1050
Date Received: 10126/2021
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Dale Analyst
6020B 1 11/02/2021 2213 BNW
Prep Date Batch
10/28/2021 0133 20286
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020B
320
40
ug/L
1
Barium
7440-39-3 6020B
61
5.0
ug/L
1
Cadmium
7440-43-9 6020B
NO
0.50
ug/L
1
Chromium
7440-47-3 6020B
10
5.0
ug/L
1
Iron
7439-89-6 6020B
540
50
ug/L
1
Lead
7439-92-1 6020B
NO
1.0
ug/L
1
Manganese
7439-96-5 6020B
16
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
0 = Sumpte failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration ange
L= LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of crom, P=The RPD In—... two GC columneexceeit, 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight baste
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 14 of66
0 = Sunmgate failure
L = LCSILCSD failure
S = MSIMSD failure

Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-005
Description: W-7-WG-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1215
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1
(Sulfate) 300.0 1 10/27/2021 1949 AMR
20471
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
12
1.0 nr lL 1
TDS
SM 254OC-2011
130
25 mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calilx000n ange
ND= Not detected at or above the LOQ N=Re .,, is out of cntena P=The RPD be —en hen GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 15 of66
ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-005
Description: W-7-WG-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1215
Date Received: 10/26/2021
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Dale Analyst
6020B 1 11/02/2021 2221 BNW
Prep Date Batch
10/28/2021 0133 20286
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020B
140
40
ug/L
1
Barium
7440-39-3 6020B
130
5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89-6 6020E
870
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
29
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
0 = Sumpte failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration ange
L= LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of crom, P=The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 16 of66
0=Sumxg failure
L = LCSILCSD failure
S = MSIMSD failure

Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-006
Description: W-8-WG-20211020 Matrix: Aqueous
Date Sampled:l 0/20/2021 1530
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1
(Sulfate) 300.0 1 10/27/2021 2046 AMR
20471
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
19
1.0 nr lL 1
TDS
SM 254OC-2011
96
25 mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of wmp.und exceeded the calibalion ange
ND= Not detected at or above the LOQ N=Re .,, is out of cntena P=The RPD be —en hen GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 17 of66
ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: WJ26005-006
Description: W-8-WG-20211020 Matrix: Aqueous
Date Sampled:10/20/2021 1530
Date Received: 10126/2021
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Dale Analyst
6020B 1 11/02/2021 2228 BNW
Prep Date Batch
10/28/2021 0133 20286
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020B
400
40
ug/L
1
Barium
7440-39-3 6020B
150
5.0
ug/L
1
Cadmium
7440-43-9 6020B
NO
0.50
ug/L
1
Chromium
7440-47-3 6020B
12
5.0
ug/L
1
Iron
7439-89-6 6020B
680
50
ug/L
1
Lead
7439-92-1 6020B
NO
1.0
ug/L
1
Manganese
7439-96-5 6020B
15
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
0 = Sumpte failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration ange
L= LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of crom, P=The RPD In—... two GC columneexceeit, 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight baste
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 18 of66
0 = Sunmgate failure
L = LCSILCSD failure
S = MSIMSD failure

Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-007
Description: W-9-WG-20211020 Matrix: Aqueous
Date Sampled:l 0/20/2021 1420
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1
(Sulfate) 300.0 1 10/27/2021 2105 AMR
20471
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
12
1.0 nr lL 1
TDS
SM 254OC-2011
240
25 mg/L 1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
ND= Not detected at or above the LOQ N=Re .,, is out of cntena P=The RPD be —en hen GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 19 of66
ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-007
Description: W-9-WG-20211020 Matrix: Aqueous
Date Sampled:10/20/2021 1420
Date Received: 10/26/2021
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Dale Analyst
6020B 1 11/02/2021 2236 BNW
Prep Date Batch
10/28/2021 0133 20286
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020B
85
40
ug/L
1
Barium
7440-39-3 6020B
130
5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89-6 6020B
ND
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020B
ND
5.0
ug/L
1
Selenium
7782-49-2 6020B
ND
5.0
ug/L
1
0 = Sumpte failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of ..pound exceeded the calibration range
L= LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of crom, P=The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 20 of 66
0=Sumxg failure
L = LCSILCSD failure
S = MSIMSD failure

Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WJ26005-008
Description: PW-1-WG-20211020 Matrix: Aqueous
Date Sampled:l 0/20/2021 1645
)ate Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
2
(Sulfate) 300.0 5 10/28/2021 2231 AMR
20617
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
670
5.0 thi 2
TDS
SM 254OC-2011
1600
25 mg/L 1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of wmpountl exceeded the calibration range
ND= Not detected at or above the LOQ N=Re .,, is out of cnlena P=The RPD behv lwa GC wlumns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basic
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Inorganic non-metals
Client: ERM NC, Inc. Laboratory ID: WJ26005-009
Description: SS-01-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1555
late Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1
(Sulfate) 300.0 1 10/27/2021 2142 AMR
20471
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Number Method
Result Q
LOQ Units Run
Sulfate
300.0
40
1.0 thi 1
TDS
SM 254OC-2011
200
25 mg/L 1
Q = Sumogate failure LOO = Limit of Quantitation B = Detected in the meOod blank E = Quantitation of wmpountl exceeded the calibration range
L=LCSILCSD failure ND= Not detected at or above the LOQ N=Re ,, is out of cnlena P=The RPD behv two GC wlumns exceeds 40%
S = MSIMSD fallure H = Out of holding tlme W = Reported on wet weight basis
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 21 of66 Page 22 of66
Q = S-ogate failure
L = LCSILCSD failure
S = MSIMSD fallure

ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-009
Description: SS-01-WS-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1555
Date Received: 10/26/2021
Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-010
Description: SS-02-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1400
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1 3005A
6020B 1 11/02/20212300 BNW
10/28/2021 0133 20286
1
(Sulfate)300.0 1 10/27/20212201 AMR
20471
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
84
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
73
5.0
ug/L
1
Sulfate
300.0
50
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-2011
220
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
210
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020E
6.3
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibnoi on ange
ND= Not delected at or above the LOQ N=R—.,, is out of cntena P=The RPD be —en two GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basic
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 23 of66
0 = SURogate failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
L= LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of cnlena P= The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 24 of 66
0 = SURogate failure
L = LCSILCSD failure
S = MSIMSD fallua

ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-010
Description: SS-02-WS-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1400
Date Received: 10/26/2021
Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-011
Description: SS-20-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1525
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1 3005A
6020B 1 11/02/20212308 BNW
10/28/2021 0133 20286
1
(Sulfate)300.0 1 10/27/20212220 AMR
20471
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
77 S
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
76
5.0
ug/L
1
Sulfate
300.0
9.2
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-2011
82
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
200
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020E
7.7
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibalion ange
ND= Not delected at or above the LOQ N=R—.,, is out of cntena P=The RPD be —en lea GC columns exceeds 40%
H = Out of holding Mn. W = Reported on wet weight basic
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 25 of66
0 = SURogate failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
L= LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of cnlena P= The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Out of holding Mn. W= Reported on wet weight basis
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 26 of 66
0 = SURogate failure
L = LCSILCSD failure
S = MSIMSD fallua

ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-011
Description: SS-20-WS-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1525
Date Received: 10/26/2021
Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-012
Description: SS-25-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1535
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1 3005A
6020B 1 11/02/20212347 BNW
10/28/2021 0133 20286
1
(Sulfate)300.0 1 10/27/20212239 AMR
20471
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
170
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
38
5.0
ug/L
1
Sulfate
300.0
9.0
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-2011
83
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
480
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020E
27
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibnoi on ange
ND= Not delected at or above the LOQ N=R—.,, is out of cntena P=The RPD be —en two GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basic
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 27 of 66
0 = SURogate failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
L= LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of cnlena P= The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 28 of 66
0 = SURogate failure
L = LCSILCSD failure
S = MSIMSD fallua

ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-012
Description: SS-25-WS-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1535
Date Received: 10/26/2021
Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-013
Description: SS-30-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1545
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1 3005A
6020B 1 11/02/20212355 BNW
10/28/2021 0133 20286
1
(Sulfate)300.0 1 10/27/20212258 AMR
20471
1
(TDS) SM 2540C-2011 1 10/27/2021 1934 MOM
20411
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
120
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
37
5.0
ug/L
1
Sulfate
300.0
48
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-2011
220
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
360
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020E
12
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibnoi on ange
ND= Not delected at or above the LOQ N=R—.,, is out of cntena P=The RPD be —en two GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basic
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 29 of 66
0 = SURogate failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
L= LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of cnlena P= The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 30 of 66
0 = SURogate failure
L = LCSILCSD failure
S = MSIMSD fallua

ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-013
Description: SS-30-WS-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1545
Date Received: 10/26/2021
Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-014
Description: SS-40-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1410
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1 3005A
6020B 1 11/03/20210003 BNW
10/28/2021 0133 20286
1
(Sulfate)300.0 1 10/27/20212317 AMR
20471
1
(TDS) SM 2540C-2011 1 10/28/2021 2041 MOM
20541
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
140
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
60
5.0
ug/L
1
Sulfate
300.0
50
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-2011
230
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
430
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020E
20
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibnoi on ange
ND= Not delected at or above the LOQ N=R—.,, is out of cntena P=The RPD be —en two GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basic
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 31 of 66
0 = SURogate failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
L= LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of cnlena P= The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 32 of 66
0 = SURogate failure
L = LCSILCSD failure
S = MSIMSD fallua

ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-014
Description: SS-40-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1410
Date Received: 10/26/2021
Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-015
Description: SS-50-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1630
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1 3005A
6020B 1 11/03/20210010 BNW
10/28/2021 0133 20286
1
(Sulfate)300.0 1 10/27/20212336 AMR
20471
1
(TDS) SM 2540C-2011 1 10/28/2021 2041 MOM
20541
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
83
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
74
5.0
ug/L
1
Sulfate
300.0
1.1
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-2011
72
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
200
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020E
8.5
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibnoi on ange
ND= Not delected at or above the LOQ N=R—.,, is out of cntena P=The RPD be —en two GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basic
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 33 of66
0 = SURogate failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
L= LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of cnlena P= The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 34 of 66
0 = SURogate failure
L = LCSILCSD failure
S = MSIMSD fallua

ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-015
Description: SS-50-WS-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1630
Date Received: 10/26/2021
Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-016
Description: SS-60-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1600
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1 3005A
6020B 1 11/03/20210034 BNW
10/28/2021 0133 20286
1
(Sulfate)300.0 1 10/28/20210033 AMR
20471
1
(TDS) SM 2540C-2011 1 10/28/2021 2041 MOM
20541
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
1300
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
170
5.0
ug/L
1
Sulfate
300.0
13
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-2011
92
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89-6 6020B
25000
50
ug/L
1
Lead
7439-92-1 6020B
6.5
1.0
ug/L
1
Manganese
7439-96-5 6020B
710
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibalion ange
ND= Not delected at or above the LOQ N=R—.,, is out of cntena P=The RPD be —en two GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basic
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 35 of66
0 = SURogate failure LOO =Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
L=LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of cnlena P= The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 36 of 66
0 = SURogate failure
L = LCSILCSD failure
S = MSIMSD fallua

ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-016
Description: SS-60-WS-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1600
Date Received: 10/26/2021
Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-017
Description: SS-70-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1430
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1 3005A
6020B 1 11/03/20210042 BNW
10/28/2021 0133 20286
1
(Sulfate)300.0 1 10/28/20210052 AMR
20471
1
(TDS) SM 2540C-2011 1 10/28/2021 2041 MOM
20541
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
61
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
64
5.0
ug/L
1
Sulfate
300.0
53
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-2011
230
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
210
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020E
11
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibcoi on ange
ND= Not delected at or above the LOQ N=R—.,, is out of criteria P=The RPD be —en lea GC columns exceeds 40%
H = Oct of holding tlme W = Reported on wet weight basic
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 37 of 66
0 = SURogate failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
L= LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of cnlena P= The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Oct of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 38 of 66
0 = SURogate failure
L = LCSILCSD failure
S = MSIMSD fallua

ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-017
Description: SS-70-WS-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1430
Date Received: 10/26/2021
Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-018
Description: SS-80-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1420
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Date Analyst
Prep Date
Batch
1 3005A
6020B 1 11/03/20210050 BNW
10/28/2021 0133 20286
1
(Sulfate)300.0 1 10/28/20210111 AMR
20471
1
(TDS) SM 2540C-2011 1 10/28/2021 2041 MOM
20541
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
80
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
73
5.0
ug/L
1
Sulfate
300.0
60
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-2011
240
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
170
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020E
7.5
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibnoi on ange
ND= Not delected at or above the LOQ N=R—.,, is out of cntena P=The RPD be —en lea GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basic
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 39 of 66
0 = Su -gate failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
L=LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of cnlena P= The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 40 of 66
0 = SuRogate failure
L = LCSILCSD failure
S = MSIMSD fallua

ICP-MS Metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-018
Description: SS-80-WS-20211021 Matrix: Aqueous
Date Sampled:l 0/21/2021 1420
Date Received: 10/26/2021
Inorganic non-metals
Client: ERM INC, Inc. Laboratory ID: WJ26005-019
Description: SS-90-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1015
Date Received: 10/26/2021
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
Run Prep Method
Analytical Method Dilution Analysis Dale Analyst
Prep Date
Batch
1 3005A
6020B 1 11/03/20210058 BNW
10/28/2021 0133 20286
1
(Sulfate)300.0 1 10/28/20210207 AMR
20471
1
(TDS) SM 2540C-2011 1 10/28/2021 2041 MOM
20541
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
CAS Analytical
Aluminum
7429-90-5 6020B
85
40
ug/L
1
Parameter
Number Method
Result Q
LOQ
Units Run
Barium
7440-39-3 6020B
76
5.0
ug/L
1
Sulfate
300.0
29
1.0
mg/L 1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
TDS
SM 254OC-2011
140
25
mg/L 1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
200
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020E
15
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibnoi on ange
ND= Not delected at or above the LOQ N=R—.,, is out of cntena P=The RPD be —en lea GC columns exceeds 40%
H = Out of holding tlme W = Reported on wet weight basic
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 41 of 66
0 = Su -gate failure LOO = Limit of Quantitation B = Detected in the method blank E = Quantitation of compound exceeded the calibration ange
L=LCSILCSD failure ND= Not detected at or above the LOQ N= Recovery is out of cnlena P= The RPD be —en two GC columns exceeds 40%
S=MSIMSD failure H= Out of holding tlme W= Reported on wet weight basis
Pace Analytical Services. LLC (/ormerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelab—nn
Page 42 of 66
0 = SuRogate failure
L = LCSILCSD failure
S = MSIMSD fallua

ICP-MS Metals
Client: ERM NC, Inc. Laboratory ID: WJ26005-019
Description: SS-90-WS-20211021 Matrix: Aqueous
Date Sampled:10/21/2021 1015
)ate Received: 10/26/2021
Run Prep Method
1 3005A
Analytical Method Dilution Analysis Dale Analyst
6020B 1 11/03/2021 0105 BNW
Prep Date Batch
10/28/2021 0133 20286
CAS Analytical
Parameter
Number Method
Result Q
LOQ
Units
Run
Aluminum
7429-90-5 6020B
53
40
ug/L
1
Barium
7440-39-3 6020B
65
5.0
ug/L
1
Cadmium
7440-43-9 6020B
ND
0.50
ug/L
1
Chromium
7440-47-3 6020B
ND
5.0
ug/L
1
Iron
7439-89.6 6020B
140
50
ug/L
1
Lead
7439-92-1 6020B
ND
1.0
ug/L
1
Manganese
7439-96-5 6020E
5.4
5.0
ug/L
1
Selenium
7782-49-2 6020E
ND
5.0
ug/L
1
LOO =Limit of Quantitation B = Detected in the method blank E = Qui ntitation of wmp.und exceeded the calibretion range 0 = Su -gate failure
ND= Not detected at or above the LOQ N=R--r, is out cf crilaria P=The RPD beh— lwa DC calumny exceeds 40% L=LCSILCSD failure
H = Out of holding Mr. W = Reported on wet weight basis S = MSIMSD failure
Pace Analytical Services. LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 43 of66
QC Summary
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 44 of 66

Inorganic non-metals - MB
Sample ID: WQ20411-001 Matrix: Aqueous
Batch:20411
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ
TDS ND 1 25
Inorganic non-metals - LCS
Sample ID: WQ20411-002 Matrix: Aqueous
Batch:20411
Analytical Method: SM 2540C-2011
Spike
Amount Result %Rec
Units Analysis Date Parameter (mg/L) (mg/L) Q Dif % Rae Limit Analysis Date
mg/L 10/27/2021 1934 TDS 1500 1500 1 100 90-110 10/27/2021 1934
LOQ = Limit of Q... tilation ND = Not delecled al or shave the LOQ N = Recovery is out of cnteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of cntena += RPD ie aul of —n.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelabs.com
Page 45 of 66
LOQ = unit of Qu.ntilation ND = Not delecled a[ or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of cntena += RPD ie out of triter.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 46 .1766

Inorganic non-metals - Duplicate
Sample ID: W,J26005-012DU Matrix: Aqueous
Batch:20411
Analvtical Method: SM 2540C-2011
Sample
Amount Result %RPD
Parameter (mg/L) (hil Q Dil % RPD Limit Analysis Date
TDS 83 90 1 8.1 20 10/27/20211934
LOQ = Limit of Quantilation ND = Not delecled al or shave the Lou N = Recovery is out of cnteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of cnlen. += RPD ie out of —n.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelabs.com
Inorganic non-metals - Duplicate
Sample ID: W,J26005-013DU Matrix: Aqueous
Batch:20411
Analvtical Method: SM 2540C-2011
Sample
Amount Result %RPD
Parameter (mg/L) (ni Q Dil % RPD Limit Analysis Date
TDS 220 230 1 5.4 20 10/27/20211934
LOQ = Limit of Qu.ntilation ND = Not delecled al or above the Lou N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of cnlen. += RPD ie out of triter.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelabs.com
Page 47 of 66 Page 48 .1766

Inorganic non-metals - MB
Sample ID: WQ20471-001 Matrix: Aqueous
Batch:20471
Analytical Method: 300.0
Parameter Result Q Dil LOQ
Sulfate ND 1 1.0
Inorganic non-metals - LCS
Sample ID: WQ20471-002 Matrix: Aqueous
Batch:20471
Analytical Method: 300.0
Spike
Amount Result %Rec
Units Analysis Date Parameter (mg/L) (.;,IL) Q Dil % Rae Limit Analysis Date
mg/L 10/27/2021 1640 Sulfate 20 20 1 100 90-110 10/27/2021 1717
LOQ = Limit of Quantilation ND = Not delecled at or shave the LOQ N = Recovery is out of cnteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of cntena += RPD ie aul of —n.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelabs.com
Page 49 of 66
LOQ = Limit of Qu.ntilation ND = Not delecled a[ or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of cntena += RPD ie out of triter.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 50 of 66

Inorganic non-metals - MS
Sample ID: WJ26005-003MS Matrix: Aqueous
Batch: 20471
Analytical Method: 300.0
Sample Spike
Amount Amount Result %Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 14 10 24 1 97 90-110 10/27/20211852
LOQ = Limit of Quantilation ND = Not delecled at or shave the Lee N = Recovery is out of cnleria
P = The RPD between two GC columns exceeds 40%
= RSD is out of cnlen. +=RPD is aul oft n.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] -pacelabs.com
Inorganic non-metals - MSD
Sample ID: WJ26005-003MD Matrix: Aqueous
Batch: 20471
Analytical Method: 300.0
Sample Spike
Amount Amount Result %Rec % RPD
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec % RPD Limit Limit Analysis Date
Sulfate 14 10 24 1 97 0.013 90-110 20 10/27/2021 1911
LOQ = Limit of Qu.ntilation ND = Not dslecled at or above the Lee N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD is out of cnlen. += RPD is out of triter.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-pacelabs.com
Page 51 .1766 Page 52 .1766

Inorganic non-metals - MS
Sample ID: WJ26005-018MS Matrix: Aqueous
Batch: 20471
Analytical Method: 300.0
Sample Spike
Amount Amount Result %Rec
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec Limit Analysis Date
Sulfate 60 10 69 1 96 90-110 10/28/2021 0130
LOQ = Limit of Quantilation ND = Not delecled at or shave the Lee N = Recovery is out of cnleria
P = The RPD between two GC columns exceeds 40%
= RSD is out of cnlen. +=RPD is aul oft n.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] -pacelabs.com
Inorganic non-metals - MSD
Sample ID: WJ26005-018MD Matrix: Aqueous
Batch: 20471
Analytical Method: 300.0
Sample Spike
Amount Amount Result %Rec % RPD
Parameter (mg/L) (mg/L) (mg/L) Q Dil % Rec % RPD Limit Limit Analysis Date
Sulfate 60 10 69 1 96 0.082 90-110 20 10/28/2021 0149
LOQ = Limit of Qu.ntilation ND = Not dslecled at or above the Lee N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD is out of cnlen. += RPD is out of triter.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-pacelabs.com
Page 53 .1766 Page 54 .1766

Inorganic non-metals - MB
Sample ID: WQ20541-001 Matrix: Aqueous
Batch:20541
Analytical Method: SM 2540C-2011
Parameter Result Q Dil LOQ
TDS ND 1 25
Inorganic non-metals - LCS
Sample ID: WQ20541-002 Matrix: Aqueous
Batch:20541
Analytical Method: SM 2540C-2011
Spike
Amount Result %Rec
Units Analysis Date Parameter (mg/L) (mg/L) Q Dif % Rae Limit Analysis Date
mg/L 10/28/2021 2041 TDS 1500 1500 1 101 90-110 10/28/2021 2041
LOQ = Limit of Qu.ntilation ND = Not delecled al or shave the LOQ N = Recovery is out of cnteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of cntena += RPD ie aul of —n.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelabs.com
Page 55 o1766
LOQ = unit of Qu.ntilation ND = Not delecled al or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of cntena += RPD ie out of triter.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 56 .1766

Inorganic non-metals - MB
Sample ID: WQ20617-001 Matrix: Aqueous
Batch:20617
Analytical Method: 300.0
Parameter Result Q Dil LOQ
Sulfate ND 1 1.0
Inorganic non-metals - LCS
Sample ID: WQ20617-002 Matrix: Aqueous
Batch:20617
Analytical Method: 300.0
Spike
Amount Result %Rec
Units Analysis Date Parameter (mg/L) (.;,IL) Q Dil % Rae Limit Analysis Date
mg/L 10/28/2021 1825 Sulfate 20 20 1 101 90-110 10/28/2021 1902
LOQ = Limit of Quantilation ND = Not delecled at or shave the LOQ N = Recovery is out of cnteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of cntena += RPD ie aul of —n.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelabs.com
Page 57 of 66
LOQ = Limit of Qu.ntilation ND = Not delecled a[ or above the LOQ N = Recovery is out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD ie out of cntena += RPD ie out of triter.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 58 of 66

ICP-MS Metals - MB
ICP-MS Metals - LCS
Sample ID: WQ20286-001
Batch:20286
Analytical Method: 6020E
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 10/28/2021 0133
Sample ID: WQ20286-002
Batch:20286
Analytical Method: 6020E
Matrix: Aqueous
Prep Method: 3005A
Prep Date: 10/28/2021 0133
Spike
Amount
Result
%Rec
Parameter
Result
Q Dil
LOQ
Units
Analysis Date
Parameter
(ug/L)
(ug/L)
Q Dil % Rec
Limit
Analysis Date
Aluminum
ND
1
40
ug/L
11/01/2021 1640
Aluminum
100
99
1 99
80-120
11/01/2021 1648
Barium
ND
1
5.0
ug/L
11/01/2021 1640
Barium
100
97
1 97
80-120
11/01/2021 1648
Cadmium
ND
1
0.50
ug/L
11/01/2021 1640
Cadmium
100
97
1 97
80-120
11/01/2021 1648
Chromium
ND
1
5.0
ug/L
11/01/2021 1640
Chromium
100
97
1 97
80-120
11/01/2021 1648
Iron
ND
1
50
ug/L
11/01/2021 1640
Iron
1000
1000
1 100
80-120
11/01/2021 1648
Lead
ND
1
1.0
ug/L
11/02/2021 1105
Lead
100
99
1 99
80-120
11/02/2021 1113
Manganese
ND
1
5.0
ug/L
11/01/2021 1640
Manganese
100
96
1 96
80-120
11/01/2021 1648
Selenium
ND
1
5.0
ug/L
11/01/2021 1640
Selenium
100
86
1 86
80-120
11/01/2021 1648
LOQ = Limit of Quantitation ND = Not detected at or abave the Lou N = Recovery is out of cnteria
P = The RPD between two GC columns exceeds 40%
= RSD is out of totem +=RPD ie aut ofc ne
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelabs.com
Page 59 of 66
LOQ = Limit of Quentitation ND = Not detected at or above the LOQ N = Recovery ie out of criteria
P = The RPD between two GC columns exceeds 40%
= RSD is out of totem += RPD ie out of criten.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]—pacelabs.com
Page 60 .1766

ICP-MS Metals - MS
Sample ID: WJ26005-01OMS Matrix: Aqueous
Batch:20286 Prep Method: 3005A
Analytical Method: 6020E Prep Date: 10/28/2021 0133
Sample
Spike
Amount
Amount
Result
%Rec
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil
% Rec
Limit
Analysis Date
Aluminum
77
100
280
N 1
204
75-125
11/02/2021 2316
Barium
76
100
170
1
98
75-125
11/02/2021 2316
Cadmium
ND
100
95
1
95
75-125
11/02/2021 2316
Chromium
ND
100
98
1
98
75-125
11/02/2021 2316
Iron
200
1000
1200
1
97
75-125
11/02/2021 2316
Lead
ND
100
100
1
101
75-125
11/02/2021 2316
Manganese
7.7
100
100
1
97
75-125
11/02/2021 2316
Selenium
ND
100
96
1
96
75-125
11/02/2021 2316
LOQ = Limit of Quantilation ND = Not delecled at or abave the Lou N = Recovery is out of cnteria
P = The RPD between two GC columns exceeds 40%
= RSD is out of cmen. +=RPD ie aul ofc ne
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelabs.com
ICP-MS Metals - MSD
Sample ID: WJ26005-01OMD Matrix: Aqueous
Batch:20286 Prep Method: 3005A
Analytical Method: 6020E Prep Date: 10/28/2021 0133
Sample
Spike
Amount
Amount
Result
%Rec
% RPD
Parameter
(ug/L)
(ug/L)
(ug/L)
Q Dil
% Rec
% RPD
Limit
Limit
Analysis Date
Aluminum
77
100
510
N,+ 1
433
58
75-125
20
11/02/2021 2323
Barium
76
100
170
1
98
0.14
75-125
20
11/02/2021 2323
Cadmium
ND
100
94
1
94
1.5
75-125
20
11/02/2021 2323
Chromium
ND
100
97
1
97
1.8
75-125
20
11/02/2021 2323
Iron
200
1000
1300
1
108
9.2
75-125
20
11/02/2021 2323
Lead
ND
100
98
1
98
3.3
75-125
20
11/02/2021 2323
Manganese
7.7
100
100
1
96
0.51
75-125
20
11/02/2021 2323
Selenium
ND
100
93
1
93
3.3
75-125
20
11/02/2021 2323
LOQ = Limit of Quentilation ND = Not delecled at or above the Lou N = Recovery is - of criteria
P = The RPD between two GC columns exceeds 40%
= RSD is out of.mena += RPD ie out of.riten.
Note: Calculations are performed before rounding to avoid round -off errors in calculated results
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] —pacelabs.com
Page 61 .1766 Page 62 .1766

Chain of Custody
and
Miscellaneous Documents
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-pacelabs.com
Page 63 of 66
PACE ANALYTICAL SERVICES, LLC
CD
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone]-pacelabs.com
Page 64 of66

PACE ANALYTICAL SERVICES, LLC PACE ANALYTICAL SERVICES, LLC
v-1
117
r-r
r`
N
.4
E
z
z
II
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] wvrx.pacelabs.com
Page 65 o1766
Samples Receipt Lhe wlm ISaCI IMEOULSGI5) Revised19�29j202u
eAla7yrecN Issuing Autltritg; Pace ENV-WCOLPage loft
Sample Reeel pt Checklist (SRC)
? Client: Ell" L'onkr hlsp aed 'date: JRGd i !nl+1,2021 LaI N: WJ26UDE
Means of w7c : PD..: heal VIa$ PpdE.. Pdter:
Yea f No I, Ware—MuLy ..Is pies — an rlieC 1,1
Yes Nu NA 7. if "3tpdy seals were jn> i 1, werz t6hey intact laid unbrokcnY
H Ship ]De 21-1M allorine Strip ill: NA Tes'.ed by a ua OriEinal assnpe:,tare -poll raneipt 1 D-ivcd (Corre.:md) tcmpemture upon receipt. %So[id SnaKup in N,
4.5 ,4-1 oC MA INA -C NA DNA aC NA INA T
Mc[hod: �] IYmpalnaile Blank 0 ains! Rattles IR Gun ID: 5 IR Gun Ccrrectioa Racine o yr
ur Laulani:
L+J
W 51 Ice L1 Ice Pa ks LJ DIV Teo LJ Neuma
Yea
❑ Nn
QN,q
3. If tern P.."toe of grry cooler ernleeded 6.0"C, was P:njecr Maaager Notincd?
PM was Notified hy; phone lemai- I face-ta face (c'vcie oste),
El
Yea
NO1
W NA
4. Is die wrnmcrcial cnnrler'sFacl mg ahp attached to ibis r—n7
Ayes
IN
5, LVei+e proper nssmdy precedures (rclinquishedrrecelved) Falluwcrl7
FYea
No
6. Wale -Pic IDS listed on the CDC?
J
Ycs
No
7Wenesample ID.s listed un all snlnp:c aontainels?
z
Ycs
No
B, wag collection date & tlmo Ii't d on the l7CH:?
Ye:
No
9. Wm onLid(M. date & Lun, listed on all sample containers?
f
Ycs
NO
] 0. Did el[ crmfamer label mfonnalion (1D, date, the WC?
f Yea
No
I L Were [csis to he perfbrmed lisp[ oo the COC
d Yea
L_jm
12• Did all ,maples 8MVE In the pmperc minersdlor in emit conditirm
(unbroken, lids on, eLc-)? _
im
Yw
Nn
13. Was adell ak sam Ie volume available?
Yes
No
14. Were all Samples—iyed wihri.14the hnldinurs, whichever comes t[rs(,+Yes
Flo
IS. Wereairy samples contain missin cess leg Not listed on COC?
❑Yes
El No
❑f NA
16-Rm VOA 4w My-175 samples, were: bu hb les presort >"pe;r,-siMx ( nor d orm in diansetr)
_
to wY of he VDA ri i:57
Yes
No
NA
i7. Wete all f7RpiaretaLs.hsun•ieu simples remivcd ar a ll of ¢ 27
Yrs
No
f NA
18. %'e,n all cyanide samples received at a Fr> 12 and srifide samples rece ved at a pH 5 9?
❑Ycs
❑No
DNn
19. Weee AI app icablc �1-!'Kltilcyamtlelphe110 25-II608.3 (t [1--.mggarnples Tree d
residual :hlor:ne?
❑S,
❑Na
I ?]A
❑
2d- lVcs'e olien; [Cmarkslregnests(i e. requested d ilutivns, iWww D desi )
gnat101s,
corn from the COC min Ehc oommenl section in t,1M5?
Yes
J Ne
_
Eh_4a�uarihui
23, eras dre note number Lis Led on The container labcf? If vas. Clnnre k
impie r"Servatioi [Masi be eompleied Far ally senp[e(s) iccorrectly pros-c—d or with heedVac,_
mp1e(y) Nn War; received mcoirecrly �raselved end were adjasted uccvrding]y
sample receiving with NA ml, ol`oircle one: H2SO4, HP'03, "Cl, 111a01 rasing SR 4 vA
me nF prestrvada, NA . ITT more .6one preservative is needed, plenae hole in the coavnents halpW,
mple(s) TM•� were repclvcd wilh bubbles 7 G mm in diameter',
inpl¢5(5} r•^ here received with'1RC p,5 ntgli. [iF#19 i5 no }and wcm
U&I,ud atxordirgiy in sampe3 receiving wide sodium thiosu Bare (4a132Cy} ar ith Shealy TV; NA
harcodc labels applied by: "C-1 Dam. lwanrzu2l
mmalrls. MISSING: TR-i- 7-2r2i 1➢21
Pace Analytical Services, LLC (formerly Shealy Environmental Services, Inc.)
106 Vantage Point Drive West Columbia, SC 29172 [phone] Fax [phone] www.pacelabs.com
Page 66 ot'66

APPENDIX C GROUNDWATER SAMPLING LOGS
www.erm.com Version: 1.0 Project No.: 0588865 Client: R.J. Reynolds Tobacco Co. February 2022
2021-10 Edwards Rd LF Rural Hall GW Report.docx

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170,200
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WATER MATRIX SAMPLING,
f'
VELD PA TA FORM C R M
STfa Name., RIM 1,dwafda Road Landfill dab #11,68889b
Sampl4 Ty1•h-`: riIICId Of1P hn3{¢Y1r4¢I PT, Surf2Ca Water, Potabla WSW; other;
Same!eld:
un1c: It} C I L
S:drlpling Personnel: Andrew H. erhaw U.
_
Woothor Conditions: un P CI , MOLCq, nuGl; 0111dr
Time1 ❑i S
Wall Typez Fluuh Suttees Com v9un d �l Ial.
Welt Tar peesonf:
r Nu
Well Lacked: Ala Lock PramV d rao
Wall IC into. on Ta
PT(. Ho
Well Bol19d: Yee.No f Woll CD ' Mii"J Nn
Welt Cap Cendillon;
non RrAm, odlet
Wvll Pgd Corydlklan= Cmcluq Fd kce. 4pner
Andlllonal Conlmanml
Wall Locallon: Grua
A Irht Commit. Woadw olllur
To(m1 0vpth of Well IT.0.I, Zp
Screen Length;
) 15, 20 kdtwlhof
na try to water u,T.WI' IL, d I
Well Diametor: d, d. a bnd,r,e lb -
Fluid PAOMstsra measured with! Ila Vj9,q
Typd:
PV Stour Dille
Purgo Raia: r,,jd (o mUnlln
__
$amplln 6a vi96
Pu�Wlell Mallxooll, r3rundlo6. anller, PnG, alllrr'
7Uhln Rea! i-dybaglone
Pum Intake ft below M.P.}; tri
Meamurfng Point:
C610f:
'ro(, nlhvr!
Odor' Y-, H.
7irrle
do
Voldthe
PurERed
Tarh9
°C
PYI
atd unllo
spG
uSkm
lie
rr !I.
ORP
my
Tura
NTU
CaMME111 [
swina 2alldll
Cmerim!
1 uIF r
?it
0.1 d�nl
8`h
109F
+9 nl'J
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or
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t}�j�Ql sgm,,Inn Dales Tlme; I0I1,+_I1,1 r _1T qo
$ggplea Collda(ed; AauhmLn ReauAts d: p eeervatlye: Hold Tima tdayaf: I&
m nnt5 14pc;y
1f 7bSl SuUpn �5
' s✓ t�w �.......rx.pea,,.w..a �� r.,da.na,.nnn�a er°�,K.u..wn,.,a,nu,. nw m.r»,.ana.,n,. n1,a.n
pi . or.um,°�.n.n,wxaali m,rf,w,r rxrr wwulw nwuiin,rw r
+q mu an,a•..i, n,..1 �. e�M`.nm. era�ir Mr Nue.PrN„w�e M�'rr�,.n n`+Wlflelwx �nwa,m h.Y.drneiva

WA TER MATRIX SAMPVNG WATER MA TRJX SAMAI.7NG
FIELD DATA FORM �R FIELD DATA FORM
R
SitnNamw RJRTEdwWd,$R0gdLandfill J4hM;U5868Q4
Sample Type: Clrclo ones n for OPT, Surface Water, Potablo WSW; nthorl
:ialn le ID:
Date: 1012 +' 7
SampllnidPcrv;-n l:
and
MIu11ooM.
INedrhar CLlntl}lltlYls: 4„unn
Padl r0n4dr, Clgl Rn4c 01hm
rime:
Weft eI 11140:4-4-Com dlvn,
d J rn
Watt Tag Present:
Yea,
Well Looked: Mo
Lock Proeent: K.
Well 10 Info. on Tap; Yee,
Well Boiled: Yex,ria,
WWI C.a
(a Na
Woll Cary Gondltiosl:
ao : Re lace, Darer.
Well Pad Condition;
Croke, RepleCO. Clt-:
Wall 1. llen' )MIML Comfule Ww4. r11hn:
Acidlllons[ Commontw
Total Popth of W011 IT-.P--j: 11
Po lh toWaer�4.TW7'4
-
scrum LangW (5}, �C, h 14. u bmathtlWhLo,C+' uY:
Wull PWmd-%r;
ramoten m;wircd
Flold Po—
With; xlu(c7 aR
Casing Type:
44,0 alher,
PL:tga Rite: JV ! 170
fdLNrih
sampling baviee:
'.'L't ld Mu . Grumw HXbr, FOk, Oil—
ruhi-I Tyf— I'mywgii o
I'i ic,llulih, {II I,,:I—VTI
Nfodyurinp PLairw
Color'
gl}re1
Odor: Vn9 N.
I lnly.
min
W'Jdme
Pgr etl
DTW:
Not)
Temp
Pc
pH
old npu
SPC
u510m
00
JrmL—
GRP
my
Turb
N'TL
Commomiw
Smbalmli-
Crtlxlox
jga4kxifij
(see Hole
bo w.
Ib
A
*1-
g1 xrll
�c
A
+!-
10%
If.
ldmv
•F
10%,
e a
.� •.
1
15 r7ti
d.d'
S 311
>a •zzf
a
D r,
0-ti
•'t
IT'10
1- n
tj
is;
131
f,
7o
f.0
S-3r
fI.t"3
01
"
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kC
I
t�
17.57
6 ors
604
d sG
iBc
J.7
o
'e J
i, x5
1 73
{In
f,
630
f"
30
u
`lu
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UI
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t'YS
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4
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It6
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Kj�
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tlu
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6 nn
6
Y9,li
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y@mitl90 Co1Nagleti; Anq&P12Agj�Lq eel psmulft, U91d 71ing-WWI' La,
pgr1 atg jf yi-1
iuLWrr/TQ'�
Slfo Ndpte, RJRT gdworda RbAd LandNl ,1eh $:osease4
Sample Type' Chita One IMenil4r , PPT, Surface Water, Potable WSW; athnrl
Sem Io ID: drm u - t Lr} C i,
Date: ICf tt?/ t t
S111mpi
12R;w. MetndWM,
WdatllarCondlllorta; uAn, PartrrGo4d, Clo , Ray,; 01hur
Time: tgfo
Waif e: I"lush Sulfaca Ced albn, tkd Com
Walf T.9 Present:
Yda,
Well Leckudi Ydf.
LOCk Present; Y , MD
Well ID Info. 4n Tag;
Yau,
Well Boiled; Yee'ARW
Wall Cap: yea, Nd
Well CitCondltion:
, Ropiaaa, olher
Wall Pad COndifl8ry;
GMg Wd. Ro kC Cesar
Well Lodatloo:
Aqphpl. Car -me. ftcdc. r&w..
Addlllonul Comments:
Te1e1 odpm of Weu [T.4.]: LLU
seraen Langtn:
5. m. IN, Mdl-apidr:
Pd th to Water D-7.W : i1
Aw-rKlAti
Wall 41Pmalor C1.
t, % p Inchad-Ll lsi:
Ffald Peramaters medpltrad With: f k�It,E-
Cueing Type:
CpV 13w'o nlhen
Ptirgo Rem: .160
nLAnbl
Sampling Device: C,
ParGwi kiurLwrYn, srlmdinu. 9oilm. P06, i lbw
Tobin Type: Pm ih tuna
moodurIng Point:
70C pillar:
Pump Intake ri below 221:_jgj <
Color
Odor: vad, No
Time:
min
Volume
Pur ed
OTW,
lest
Tomp
pH
etd unite
SpC
u&L-
co
m L
❑RP
mV
Turb
NTU
Commmda;
stnb,Mradun
Cdva?
wipn.j
Inge note
G414NI,
*f-
3%
•,L
Li unit
*+-
A
*r
im
If.
10m11
J.
lgy"
16
1
17 I lI
66
R p6
0-
Zt7
y, u
r
11 dx
17,56
is
47 t-AU
- i$
tl
t5
glmkUmnu mt nnm a rw [417 0
�.amvier-��1les�ad: �oahl�[rltt�;
t. Swtrnrr, ft3
rYj'Te45
IS NO
PWib'FZ HRi�31mg [c195kj 1� h
I �
rlmui IfylpYl
IA • PawlsnnYLINRI Y.Ym d1YMf tiY PIPrr,Yxxa AM MPxwfb �, inr,mndn{Xm,mr, m,r e. "rlYumx,v..P1 h41r. {n PvIM n...,r�rPX blr,llow V �V Yea Yw P✓•tlrY MYtM�Aa,Hwr hwWYnWnIPxPI IM1d nor X IY41Ay on ulr x.Y luxwr
rA. ddxY,lYn „I,d.In,d w,14ri TM1dlrullMWiu,lrn MMYM4.4r aY WxAMradaawTl xr 1111M PxN MI wile Y1M11 WFNY aI,IWfea.rW
IaA4',Yrier�lk,,,Ab MlYr xrN 01 x, 161iir MYee M#r11{wY,MXXIx•WVMW4Yh YIPraYN1YMiMU14•L'ill pt-T'YIrW,Yew11W,W1IY III aAr PIYPIN']7PPl PYYjlPl lellu WaJNNU II Mr•IIIYNIxrYr III•MPhY dYrP „Y µi�T,

WATER MATRIX SAMPLING 11 11`I`I
WATER MATRIX SAMPLING
FIERA AA TA FORM ` y.� � x
FIELD DATA FORM E R* �
SUa Nyma; RJRT Cdeeania Aoad Landoll .Icli: AM .116aft5
SalnpteTypm Clrclo urlV a 1R0r W6B pPT, Surfirdu Wuter, Pafeble WSW; other]
SAm le ID. s - X� LWf• -
Pate,,
Sampling Psrsannal: Andrew:11 ethew
woutha_r7C�a'p�d4lkons bun Pertl Cloudy, Coudy, PnM; 4tllsr_-
__ _�
_
-. _
—
Mill Typir Pluulr Surleca Co0hpkml[nl
wellLacked: Ye * Lock Prusmnl: !.ti' No
r fdn
Woll ID Info. on Tag: Yna% No
Well Balled: Yee VA
Well Pad C2—dlHpn; SWq,
Add0lendi el
Well Cp ; rnr. Now _ _
+nPFupincn, _.I her',
kef —
Well Cap CondlUbn:
Wall Lade Lion- d
oad) Rsyl"der 0m61
loe PHAI, rt.Meln. wooda, OIIhfT
Total l7npth of Wall IT, n.j;
Total
Screen Length;
6, 10. t5. 24
IeotoFlMr.
Depth to WAtor LP.UN : nk . ,
Wall Diameter:
., a. 6
1-11 wll,nr
Fluid Pa remetere MIMI urep
Ith:
CasingT o;
Sleel
rnh-
Purge Rofv+n
ml-nln
Sampling Device;
Pademlllc, Monuen, runaroA Solknr. P139, :Jrrer:
Tuohy Typv; + '•M
Messudn Point:
TOC
ulhaf:
.
PL11,1p lnt:lhu eft holow M.P.:,
Color,
Odor:
Yee,
l llnu
Jr111,
Volume
Pu ed
DTW:
lee[
Toltip
plf
JSW unlls
spC
a';'
DO
[m IL
ORP
mV
Turh
Tll
Cbrnmbnln;
Stdi'61 11"
Crm,rid?
nor,nn
Iree Mole
IM%Ayln
•f.
31A
•1-
C.T unk
H-
0%
'P
'0%
IF
10,AV
W
ibw
44
r
r
J
U
).
S.
--
1]ttrJal Samplingplil�7 Ts� � J 1]
grgp Ile ayj; +!nslr tLRtttluaelntl. Preservallye: bRUm 4git; Lab'.
Nwu
III r}n W rMAlr1 Menn nopn d wl uxr Mrrpuyq rrvlrrryWq w irrxrrn,nrainp IF,raIM.rW h MnN,4 M xw wn W un
al eh+ nllW�enrar+lnw 1 -Ip Mannwarrnaa Ir1«.xxL
ry- md
mwan�o� M.ml to umm,�al ae kr. r.rrnV 66Y 4 aarn/w,arxwe b InrA MwJaun r— M I y Wye M
Sim Name, fURT Edwards Rood Landjpl Job 0.0;1r bl)
SgmpldTVPa; Clfalt ante ,oa-o;i -PT, surmea water, potable WSW, otharj
Law
Sampling Perennnet:
gadraw)A hlalhevr
weatherCondttlona: 61OW
Pen Cloudy, Claud, Form. Dllldr
Well Type: Fpleh Su-ru, C:mm Ifo-n, el
W411 Ta PYeriUM:
o NO
Wall Locked: /Ye»- Nv
PrOO&MV No
Wall 1. rnia, a7 Ta
o' No
_LOO
WO!641ted: Yna, a
Wol! CaClI Iw
Wsll Ca Contlltldn:
Renloro, 41nor;
Wdll PAP Ce5pahlen;
Cep-Jled, Fk loan, alh r
Well Leratlon• m
Psphml, Cuntrutu, Weeds, olhnr
Addltlonal Comments:
Toter Depth of W0 17.0.j:
Screen Longtht
a. 1� 15, 20 d `
fam-ullmr:
—
fl0 n le deter D.'r.w : "Iwell
ye/
DlHrnator
2,no—pill-
.
•--_—_._—.—_
Flottl Perantatare mseaured
With:
Caaln Ty a:
PVC,
nlhPr
Purge Rate:
rnt ingn
8a'VIn9 Ds'JI cell
Pedelullle, 10—on, nun
d , Buller. FDB, VNr
TuOin r a: nn
PAaosuruT Polml
TOC
utnur.
PumpIntakal i wM.P.:
Color, oa
Odor;
Yea, a
Time;
min
volume
Pd ed
OTW;
Owl
TbrnP
florid
pF+
units
&PC
LlSlum
00
m A:L
ORO
mV
Turo
NTU
Comments:
StnegIhnNan
Gllualw
Ilea
(-0 n4m
+J.
J%
I.
0.1 veil
+i.
3%
Ir
19%
+1
10 mV
•1.
10%,
]_
77
(7
—
U
fZtlEdttlsSamallnn ❑nte A Tllrc: �{1^AWa�al _r Z)17 _
.�aIBPlaILS�lIa¢�rl, LulelvaleRaal�bsloe:. Preenrvallva L{��3�Ld�Ys1: Lam
IkW L
Illm.—nrrun—.IaYI,wMN,M•.11, AMIr YYIeM1Y rIW �'OIIIInMM•rWii1�,y„n elY nnx�Ilia, r1.r««.nY,r d«xx„xnenx�
le- •YMIMn xraM, Ma1M,a I NII+n W IN�+I MAM��Igr N1MWaRnAx
HI rwl Mi WhM bi,M w W Men IMI� P 1 4 p al ll Wley IniY M M4nA`al r.,ar..xry Ir w4i n'•Mr'ru+new„ , n to i, �

WATjffJ4 MATRIX SAMPLING
t.. l
WATER MATRIX SAMPLING
II
FIFI-D DATA FORM ERR
FIELD DATA FORM ERM
silo lVYrne: RJRT Edwards Road Landllll Jelb q:17 ugdyi
UrnplcType: Clydeene lRonilar WeW OPT, SurlaceWater. PotahloWSW; other)
Sampling Personnel:
Andruw F�.'14Akher M
Weather Condltlonc Bunn
Pahl c-I , cloud, vale; Omer
Time: )ej
Wo1I Typv:- FN_rh burtnpl t:n,n noon, apgr u cold ep
well Ta PreeenL•
a' No
_
Well LPCkdi: R Na
Lock PFAAArIt: dti AMr
Well fO Info, on Tag:
Nu
Noll Balled; VII, No,
Wall Ce m` No
Well Ca Condition,
e , Llawaa, Oamr
Woil Pad Condklon:
crw:x«t. RnpVou'1,. Ol11EI.
Well Location• OrAe MIYWIq caOW491). Weeeb. 031a1.
Addlllonal Cummenta;
I olaI popth of Walt (T.P-):
Go h to water A.T�W :111
_-•---
-
$preen Length,
Wetl PlAmei4
5, A 15 jo
A, 5, a
reetnlne,:
Ineh-e 11 r
Field Paramatars mcllrpurlld
with:
Calling Typo:
80101
eel.,
Purgo Rrrtu:.w ;.._
mUmb
sampling bovine:
Auo1 WWy M m-n, V& qWellw, Ppfl, b",:
fukin9 TYAe' Pah'nln�uxer
PLI.P Inteko (h below M.P.1L
Maaaurin Ralnt:
Cdor.
Tar-
Odor
other
Y..
Time.
I
Volume
Purged
0TW1
fe L
Tamp
'C
PH
glWLII l�J
Spo
uSlcm
GO
m
ORP
mV
Turh
N711
Comments:
SloGulumlan
cmerie
W.III
two note
CohWl,
.1.
A
+1.
01urtll
+f.
�m
+F
16%
'1.
16mV
+1.
lorfl
CJ
4
5
C1
t
•tar
O
U
51,03
!
r
a
p
Le
ful—
QM4 „¢gmdllnabaie871rne. Jr%%�d,11 +wl 1 13) 6
%1w1"—CAt=L Anellm Hweetetl'. Praeatvauvrl
&JILL
III.wnlmwr. Yprnnkw,ne u'lrn, puy„ym u,xeini rxYrru.ul'Fnn,q wll..lwy u,.uw ux �wx'Y „nn.w
M.whr.M'w.w,.hr,nulud b.l dIo,.,laYiwM..YnYnYw
dY. Fnx,l M,rrnwrinwnl p hIU.1 Ml+h.l mA relit. .0 N
Sil-Namd: RJHY FdWurda ROnd L. nrlill At-005NaM,
Samplo Type; OTT IPonio eMter Wa OPT. SurfRee Water, Pmable WSW; other)
Sample Ib: W - 1 , Uri. Ev
III
sampling POt00nLia1: Mi1fleW M.
Weather Condlunna: sun , Port r:laud . MI UP: Olin?
TIIne: �
Weir Typai Flush Sur4Lw Cwnplallw, o u Con !nl
Well Tog Present:
, tdn
Well Locked: die Lack Proson o No
wen Ib Ins, on TB
uh, No
Well Bolmd: rre, Well Ca ruk. No
wen Ca CondlAlan!
Wolsw, Oeler
Wall Pad CondltlOn: CrRlkatl, SoplActl. 011lm',
Wall I.adnllon;'m x AePIUYIl. Co-rlerelo, Wtkha, r7}ka�
Addltlonal Comments
Total PrpIP tl( WWI LIP-): Z r
o�pthrewater o.T_W:i� ' 1la_6_
S_tr@dn I I-ulh:
W9IIMIIn 414r:
'.I. 10, Ib, 70 g.? foh0.otllrtr:
4, a. 0 IodineoIhhr.
FI_c10 Paremotom Inteaurad wlth: puma
Cosing Type;
, &pal &I'd,
Pdtgo Rate; NIYit,7 mLhSln
$ampling De Ylee:
Pene191r6 MdlYlael pruedle 9111". PU13. 17nler.
T intaType: rdyot[nnnr.
PLht115 Ilnnke (rl L06W M.P.pI L °'t`i
hAoaxuringPafnC
L`dlor:
TOC other.
6dcr v-, Nq
'I'Inle
mill
Voiudw
Fur 9tl
L)Tw:
Poet
lamp
pH
Id un 1s
SpC
watern
NJ
m
OAP
mV
Turh
NTU
Commenfa:
SI161kmhan
C111.w
I nllonn
(Ike Min
11,Aw?
+}
3t
11.
QT LNI
./.
..%
r/.
lots
0.
10mv
.Il.
109:1
Iv,Yla` a
�
ll �lr;
e.1c5
i14
w.r1 t
iT•
IG c
—
i.,,st�
la
2 U
It[%.#G
l�,i,+•
l•9'•
-`14
# .11
1"
. �
(,
. its
-•
[�rs3
�-_-_-�
is
5•u
�!,
, i
�
7d
c,C�
III U
li
Iop
oz
o
_
OHlclal SampJlflg ISBte tk TImB: 1.6rz��Y I �1 H zQ
Hold Time tutml: L2 3i1!2Le4931I Amh ula Reaueslett: p(esa IY.@, Etpulgle Now
�1 SVrPA Tf/TDS ArrV(F
M4r'Fi4j 14
III a n.V e.wrw xYpM1 r YK1r111>M urdl.M.7lYlilr�p MY umrml Y'Ww uww,grYvYl Mer Yl�r,nhlhrnhlYn{en IM WYh�lrr,
(!I. i'y,InM u11nN hr rM w Inw mwl rxnl emw¢ul.n mNeamAnMY
In r.YlM.mx,n lnwrl leM Yw au'I.1 epult 14.yblYlr lY tlel„rY 11 Niw�/IY YIMII VnMwwl MYn0l wll,m r7,

WATER MATRIX SAMPLING
FIELD DATA FORM
4a
ERM
She Namo: RSRT GQWArdl, landrlll .Irrh d:p598t19$
Sample Type: Clmle ant- • IMonnar pyep, OPT, sllr(dae Wntar, Potshla WSW; wiln r)
Dsta_
SampRnS Pomonnel;
WorittroY t;oPtlplorte_ r+Ylrhr cwuor. cw11nV, R11nr olenrne�-,
Imo=
Wall lype,: lu h sv(L,u 4 tie 91id1 Lie Corn don
Well TagPrasent
Yuy Nn
Wall Cooked: Yeo, c4gy._ Cook Present: Vq.,
Wall ID Info. on Tag, Yod, No
Wall adtod: YO&ANIn Well Ca : l No
Well Gap Condltlon:
Rsa1a Rlher•
Well Pod condnn; ltlC . deed. qs , oiW
AddltionComments; ual
Well LorMi_nn; 13mee. Aeplvil onorelo J WOW$ Cray
Te1G{ Doptll of Well (T.D.jtTO
Depth toter D.T.W i I" .a
8craan Lonpl l r:
Wall Dlarnater:
R, 19. % 8e j a
2, 4, s
ara6dhdn
l.ldlde.ds,nr.
Field Parameters measured with:
CasingTy
r'Y4. CNO
dher
P4rna Rate: e-l' ML&A .
Samprillg Davias:
I'edWaVile. MarmnGn.
rlpf�,glarrPu,, Pno, olh.1-
Tuhln T e: I Iq nr T
Msa9nrlrt P01111:
TOG
alhd(,
I.—.
7um Intake ft slaw M.P.Ii n
Color: r..v
Odon
o
Time:
min
Volume
Pbr ed
PTw'
feel
Temp
Ci
pry
utd UN10
SpC
15f rl
6o
tin 1L
ORP
mV
Turb
NTV
Comm9ns:
9lrhallashnn
Crwie
llanal
Ianu main
hul.w}i
.1.
3%
•1.
d.land
n;.
3%
Ati
10%
tN
lalov
1.11
7R76y
iJ
U
I.,
O
rYktC21' �r.
G.3-7
G
+�
, C6
t7Hlcel6nn11414:1�R$1LRli �/,�RI %�T�
e�aB]gJk$ c�Jg.rtpp; pfyehn lc Reaueeted; Ii@.441Y@4L� [jold T1m$,(daye); Imo:
ttalae
1 )m tlnPih,nY�.nxul xa�leRnxlNrix,'L'�XYexn„ny.Ayn,ynisx nnulriaMixpllxx O,niMu.rwingr. Iny++hmlwn
pa.rre rwl ca,rrrgw, r�uAx,.�.MY
m ,.Ia rtr.arAni 1. r,.x wn. w.m.,al.rlt.»n vend I.. h.lo,.,.a.Yr,. rc r .ho.iu �o.r �rPsylq
WATER MATRIX SAMPLING
FIELD VATA FORM
W!
ERM
Slra Nam., ItJRT 5dwotd1 Gaud Lnrrdpl Job NiO5RtWW5
Sample Typo: Drcla one -(Monitor WRIT. PP , &UNaI'a wale Pntehla WSW; athar)_ ._
---
SaM�ID]
Dato
8-_mLH2 Pot Onhal: draw lhew
WghtllhrCpneitiona_ rn JNd 16l dy, oudy, Rkh' OHM
TIMo:
WaIL� a: Musheur1wd Coln Iloe 9ilckup Glyd,6,9dn
Well L,vckad: Yea, No Look Proswm Ym, Iry
WpHTo Pneeantf Yoc, No
Wpll ID into, an Tag: Yce, Nd
—
Well Bolted: Yue. Nb, WA Walt Cap: 705, Nn _
Well Pad Cbndlllon: 13o_a_dCmO d._ Rl zy loon. 0ihm
Addltlanel Commense:
Wetl Cap Condition: i➢euo, Rndaee, 411erL _
Well Loaatlon: gium- Aepaon, .cnnorwn, Wn'd � Al
...
To1Hl Oe�th at WAIT (TP.]: _._..
Screen Lrtnyth: S, 19, 15, 29
fuel-alhen
Depth to Water. D,T. : al
Well Dlemeter. 2, A. 8, 8 _
Inewd-dinet
Field Parameters meASUNti Wilh:
0aalug TYA4: w%. SI041
atllbr.
Pur1�4 RI1t0' muiYri
9nmpnng DoVice: nix O.RC, rnonxuorl. &
ldf... ndlh. Poe. D111W
Tuhln T a: fnrynlnylmnc
klmp lhtyku (11 Htlow M.p,f:
MsasuringPolnl: -TAG
Cc)or: Odor:
afhac
YCr, Ne
TVrrler,
mllj_.
Volume
l'ur atl
1)7W:
loetf
(are Furl.
bckr.),
Tana
C
I'll
sldunHa
$PC
04krn
co
W1410
DRP
mv
Turb
NTt)
Cprr; rorilt
S atnlheulwn
Crrww'
alnnb)
rl-
37^
u.
cAsill
.1.
3%
•e.
1R%
10mv
1w
_3p
55— ' -td d,Lf 0 f
-
tU
76
U.
55 �tv5-
Q
i�
{7.
5 ,
1
—Ild
7
11 e. f
j
d
GU-GuS-
L 1.f
Qp�al T!mrl; _Le)jL 29 1-
Sumales GQll�led:. Any In RequaeW : PTea{31 M YE ,HpIC SammLQuYkh Lola:
&AU:
(r1 lL,yr YnAWM iIAM to hol,rn Yl rxrl ix Yi.An Yr•,MO.W gxMlAlyl.nlN�Y M.I W+RIP,y IRA IRI I�IATAIA.�M'nrM1r MY 7nI,nR
rn 0ic4ulor 4lnrY I.YYJri11PrY IM•�,� IVrYHxRM nuyilx•xYr
rslrw«6vrytlr•n lnrnr4n lx Nlr rM1rhnl.n,Y Ar lrl n.rrltlfexlAla WMryIAn PYwnyrylMYxq,nIR+RPMIYYIry�lnn Yry,

z
C
3
cr

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countries and territories worldwide
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ERM's Charlotte, NC Office
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ERM NC, Inc.
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