3404_Forsyth_Kernersville_MSWLF_July2022GW_FID1718801_20220919

DENR USE ONLY ❑Paper Report []Electronic Data -Email CD (data loaded: Yes / No Doc/Event #:
NC DENR I I Environmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
WithersRavenel, Inc.
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: G. Matthew James, PG
E-mail: [e-mail]
Phone: [phone] (D) / 919.669.8045
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or. 1600) October 20-24, 2006)
Town of Kernersville Landfill Freeman Road 34-04 .0500 July 27, 2022
Kernersville, NC 27284
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring �X Detection Monitoring ❑ Assessment Monitoring ❑ Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑
Groundwater monitoring data from private water supply wells ❑
Leachate monitoring data ❑
Surface water monitoring data
Methane gas monitoring data
Corrective action data (specify)
Other(specify)
Notification attached?
No. No groundwater or surface water standards were exceeded.
X Yes, a notification of values exceeding a groundwater or surface water standard is attached. It includes a list of groundwater and surface water
monitoring points, dates, analytical values, NC 2L groundwater standard, NC 2B surface water standard or NC Solid Waste GWPS and
preliminary analysis of the cause and significance of any concentration.
❑ Yes, a notification of values exceeding an explosive methane gas limit is attached. It includes the methane monitoring points, dates, sample
values and explosive methane gas limits.
Certification
To the best of my knowledge, the information reported and statements made on this data submittal and attachments are true and correct.
Furthermore, I have attached complete 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.
G. Matthew James, PG Director of Geosciences [phone]
Facility Representative Name (Print) Title (Area Code) Telephone Number
Y. of. Affix NC Licensed/ Professional Geologist Seal
Signature Date
115 MacKenan Drive, Cary, NC 27511
Facility Representative Address
F-1479
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
Ilk
2310

o WithersRavenel
40
,. Our People. Your Success.
September 12, 2022
Ms. Jaclynne Drummond
Compliance Hydrogeologist
NC Department of Environment and Natural Resources
Division of Waste Management -Solid Waste Section
2090 US Highway 70
Swannanoa, NC 28778
RE: July 2022 Water Quality Monitoring Report
Town of Kernersville Landfill, Permit No. 34-04
Forsyth County, North Carolina
WR Project No. 06140180.62
Dear Ms. Drummond:
On behalf of the Town of Kernersville, WithersRavenel appreciates the opportunity to submit the
attached July 2022 Water Quality Monitoring Report for the Town of Kernersville Closed Landfill,
Permit No. 34-04. The attached report contains electronic versions of the complete report,
appendices for the July 2022 sampling event, and historic data from previous sampling events. Also
attached is the North Carolina Environmental Monitoring Reporting Form for the July 2022
monitoring event.
Please contact me at miamesCwithersravenel.com with comments, questions, or requests.
Sincerely
WithersRavenel
G. Matthew James, PG
Director of Geosciences
Attachment
C: Brad Beeson -Town of Kernersville, Solid Waste Superintendent
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Lumberton I Pittsboro I Raleigh Southern Pines I Wilmington

■■ WithersRavenel
00 Our People. Your Success.
JULY 2022 WATER QUALITY MONITORING REPORT
Town of Kernersville Closed Landfill
9900 Freeman Road
Kernersville, Forsyth County, North Carolina
NCDEQ Permit ID #: 34-04
Prepared for:
Town of Kernersville
Public Works Department
PO Box 728
Kernersville, North Carolina 27285
Prepared By.
WithersRavenel, Inc.
115 MacKenan Drive
Cary, North Carolina 27511
WR Project #: 06140180.62
September 19, 2022
Mati Maltba
Environmental Technician I
G. Matthew James, PG
Director of Geosciences

■■ WithersRavenel
lipOur People. Your Success.
TABLE OF CONTENTS
1.0
INTRODUCTION.................................................................................................................................1
1.1
Site Information............................................................................................................................1
1.2
Site Geology and Hydrogeology....................................................................................................1
1.3
Regulatory Status..........................................................................................................................1
1.4
Monitoring Well Construction Activities.......................................................................................2
2.0
FACILITY MONITORING PROGRAM...................................................................................................3
2.1
Groundwater Monitoring Program...............................................................................................3
2.2
Surface Water Monitoring Program.............................................................................................3
3.0
GROUNDWATER AND SURFACE WATER SAMPLING EVENT.............................................................4
3.1
Field Services.................................................................................................................................4
3.2
Quality Control..............................................................................................................................4
4.0
ANALYTICAL RESULTS........................................................................................................................5
4.1
Groundwater.................................................................................................................................5
4.2
Surface Water............................................................................................................................... 5
S.0
MONITORED NATURAL ATTENUATION (MNA) EVALUATION...........................................................6
5.1
MNA Parameters...........................................................................................................................6
6.0
FINDINGS...........................................................................................................................................6
7.0
REFERENCES......................................................................................................................................7
Page i of ii

■■ WithersRavenel
■■ Our People. Your Success.
Figures
Figure 1
General Location Map
Figure 2
Monitoring Well Location Map
Figure 3A
Potentiometric Map July 2022
Figure 3B
Potentiometric Map February 2022
Figure 4
Groundwater 2L/GWP Exceedances
Tables
Table 1
Monitoring Well Construction Details
Table 2
Groundwater Surface Elevations
Table 3
Historical Groundwater Elevations
Table 4
Groundwater Analytical Results
Table 5
Surface Water Analytical Results
Table 6
Summary of MNA Constituents
Appendices
Appendix I Laboratory Analytical Reports and Sampling Event Field Notes
Appendix II Monitoring Well Installation Field Notes and Photographic Log
Monitoring Well Construction Log
Monitoring Well Construction Records
Appendix III Historical Summary Tables (reproduced from Joyce Reports)
Table 1A Summary of Historical Groundwater Elevations
Table 113 Monitoring Well and Boring Completion Summary
Table 2 Summary of Estimated Hydraulic Gradient and Linear Velocity
Table 3 Summary of Historical Groundwater Constituents
Table 4 Summary of Historical Surface Water Constituents
Table 5 Summary of MNA Constituents
Page ii of ii

■■ WithersRavenel
■■ Our People. Your Success.
1.0 INTRODUCTION
1.1 Site Information
The Town of Kernersville Landfill is a closed, unlined municipal solid waste landfill located on
approximately 58.2 acres in Forsyth and Guilford Counties, NC, approximately 10 miles north of
the Town of Kernersville. The waste disposal area comprises approximately 13.8 acres. Figure
1, General Location Map illustrates the general location of the landfill on top of a 7.5-minute
United States Geologic Survey (USGS) topographic map for the Belews Creek, North Carolina
Quadrangle (Quad). The facility was issued a Permit to Operate by the North Carolina
Department of Waste Management (DWM), Solid Waste Section (Section) on May 15, 1985,
and a Letter of Closure on December 10, 1991.
The landfill is zoned residential/agricultural and is bounded on the east and west by open fields
and woodlands. The landfill is bounded on the north by property owned by Waste Management
and farther north by Freeman Road, and on the south by an unnamed tributary of Belews Creek.
Figure 2, Water Quality Sampling Locations Map illustrates the property boundaries, waste
disposal boundaries, monitoring well locations, and surface water sample locations.
1.2 Site Geology and Hydrogeology
The Town of Kernersville Landfill is located in the Piedmont Physiographic Province of North
Carolina and is underlain by intrusive granitic rocks of Pennsylvanian -to -Permian age, which are
part of the Charlotte Belt Geologic Unit. The uppermost aquifer is unconfined and includes both
saprolite and fractured bedrock, which are well-connected. Groundwater at the site has
historically been reported flowing generally to the southwest.
Joyce Engineering (JOYCE) conducted hydraulic conductivity testing in November 2013 and,
using the modified Darcy equation (V=Ki/n), reported the following:
• Hydraulic gradient (i) is 0.04 ft/ft.
• An effective porosity value (n) of 30 percent was estimated.
• Hydraulic conductivity (K) 1.73 ft/day: and
• The calculated groundwater flow rate averaged approximately 0.20 ft/day.
1.3 Regulatory Status
The Town of Kernersville (Town) is currently monitoring groundwater at the landfill in
accordance with criteria set forth in Title 15A Subchapter 13B .0500 of the North Carolina Solid
Waste Management Rules for municipal solid waste landfills (MSWLF) closed prior to October 9,
1993. Samples are analyzed for all constituents listed in 40 CFR Part 258, Appendix I Constituents
for Detection Monitoring ("Appendix I") and compared to the North Carolina Groundwater Quality
Standards as listed in 15A NCAC 2L (the "2L Standards"); or, when a 2L Standard is not
established, the Section's Groundwater Protection Standards (GWPs) or Interim Maximum
Allowable Concentrations (IMACs).
July 2022 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.62
September 2022
Page 1 of 8

■■ WithersRavenel
■■ Our People. Your Success.
Based on the presence of targeted Appendix I constituents detected at concentrations above
the referenced standards that could potentially be crossing the facility boundary, the Section
requested that the Town submit a Groundwater Assessment Plan to evaluate site conditions as
they relate to groundwater quality. JOYCE submitted a Groundwater Assessment Report to the
Section on May 13, 2013, and concluded that, based on site hydrogeology, it would be very
unlikely that the site impacts at concentrations above their respective standards would cross the
property boundaries.
In a July 16, 2013, response to information presented in the Groundwater Assessment Report, the
Section determined that, despite the conclusions presented in JOYCE's Groundwater Assessment
Report, the detection of volatile organic compounds (VOCs) at concentrations that exceeded the
referenced standards beyond the compliance boundary of the site constituted a violation of
Section regulations. JOYCE submitted a Corrective Action Plan (CAP) on behalf of the Town in
July 2014, which the Section approved on November 4, 2014. Note that the NCDENR is now
doing business as the North Carolina Department of Environmental Quality (NCDEQ).
On April 11, 2022 in response to the Corrective Action Evaluation Report dated March 19, 2022,
the Town has requested to continue current monitoring procedures of Monitoring Natural
Attenuation and Phytoremediation without modification. The Section approved the report with
the following conditions:
1. Replacing or repairing the consistently dry monitoring well MW-1 before the end of
2022,
2. Including a new surface water sample location to the July 2022 monitoring event
between existing surface water sample locations SW-2 and SW-3 in relation to
protection of human health and the environment, and
3. Including the analysis of 1,4-Dioxane for the groundwater monitoring well and surface
water samples in future semiannual monitoring events.
1.4 Monitoring Well Construction Activities
On July 20, 2022, WR mobilized to the site and installed a monitoring well, MW-1R, to
replace the consistently dry monitoring well MW-1.
WR advanced on boring to construct a new Type II groundwater monitoring well on site to the
northeast of the waste disposal area, MW-1R, to a depth of 40 feet below ground surface (bgs),
and the PVC casing was set at 30 feet bgs. Soil cuttings from the boring were field screened
with a photoionization detector (PID) for the purpose of detecting volatile organic compounds
(VOCs). Monitoring well construction information is available in Table 1. A map showing
monitoring well locations is provided as Figure 2.
The monitoring well was completed with a stick-up cover and was developed to remove
sediments. Boring log, photos, and monitoring well construction information are included in
Appendix II.
July 2022 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.62
September 2022
Page 2 of 8

■■ WithersRavenel
■■ Our People. Your Success.
2.0 FACILITY MONITORING PROGRAM
2.1 Groundwater Monitoring Program
The current groundwater quality monitoring network consists of six monitoring wells, including
two upgradient (background) well and five downgradient (compliance) wells. Monitoring well
locations are illustrated on Figure 2. Monitoring well MW-6 currently serves as a background
well for the facility. Former background monitoring well MW-1 was replaced in July 2022 by
monitoring well MW-1R due to slow recharge in the well, low well volumes, or being dry during
sampling events. Downgradient monitoring wells MW-2R, MW-3S, MW-3D, MW-4, and MW-
5R are monitored for the Appendix I list of constituents as part of the compliance network for
the facility. Well construction parameters are presented in Table 1, Monitoring Well
Construction Details.
As a condition of the aforementioned CAP, monitoring wells MW-11R, MW-2R, MW-3S, MW-
3D, MW-4, MW-5R, and MW-6 are also periodically monitored for the following Monitored
Natural Attenuation (MNA) constituents:
• Nitrate, sulfate, chloride, sulfide, alkalinity, and
• Total organic carbon (TOC);
Groundwater samples collected semiannually are analyzed for the Appendix I list of constituents,
the above -referenced MNA parameters, and 1,4-Dioxane. Sample analyses are then compared
to the 2L Standards or IMACs or GWPs, where appropriate.
2.2 Surface Water Monitoring Program
Surface water at the landfill is monitored semi-annually in conjunction with the groundwater
sampling events. Samples are collected from four surface water monitoring points (designated
SW-1, SW-2, SW-3, and SW-4). Surface water sample locations are also illustrated on Figure 2.
These surface water monitoring points are summarized below, along with their current
monitoring program status.
Surface Water Designation
SW-1
SW-2
SW-3
SW-4
Classification
Upstream/Compliance
Compliance
Compliance
Compliance
Surface water samples are collected and analyzed for 1,4-Dioxane and the Appendix I list of
constituents during both semiannual monitoring events. Analytical results are compared to the
Classifications and Water Quality Standards Applicable to Surface Waters of NC as listed in 15A
NCAC 2B (213 Standards).
July 2022 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.62
September 2022
Page 3 of 8

■■ WithersRavenel
■■ Our People. Your Success.
3.0 GROUNDWATER AND SURFACE WATER SAMPLING EVENT
3.1 Field Services
On July 28, 2022, WithersRavenel (WR) personnel mobilized to the facility to purge and sample
monitoring wells MW-1R, MW-2R MW-3S, MW-31D, MW-4, MW-5R, and MW-6 and sample
surface water sample locations SW-1, SW-2, SW-3, and SW-4. Prior to purging each well, the
depth to the static water level was measured with an electronic water level indicator accurate
to 0.01-foot. Table 2, Groundwater Surface Elevations presents groundwater surface elevations
calculated from static water levels recorded by WR personnel compared to top -of -well casing
elevations reported by JOYCE in their 2015 reports. Figure 3A, Potentiometric Map (July 2022)
illustrates estimated groundwater flow across the landfill site based on the reported
groundwater surface elevations during the July 2022 sampling event. Figure 313, Potentiometric
Map (February 2022) illustrates estimated groundwater flow across the landfill site based on the
reported groundwater surface elevations during the February 2022 sampling event. As shown
on these figures and in recent sampling events, groundwater appears to be flowing in a
southwesterly direction towards an unnamed tributary of East Belews Creek. Table 3, Historical
Groundwater Elevations presents groundwater surface elevations reported by JOYCE between
2009 and 2015, and by WR between 2016 and 2022.
The monitoring wells were purged and sampled using either disposable bailers or submersible
pump. Field parameters, including temperature, pH, specific conductivity, dissolved oxygen,
oxidation-reduction potential, and turbidity, were recorded in the site -specific sampling forms
after purging and before sampling.
Groundwater Sampling Methods
Groundwater samples from each monitoring well were collected directly from a submersible
pump or decanted from disposable bailers into the laboratory -prepared and -provided containers
immediately after purging. Samples were then placed into laboratory -provided coolers, chilled
on ice to approximately 4°C, and delivered to a State of North Carolina -certified laboratory (Pace
Laboratories) under standard Chain -of -Custody (COC) protocol. Field data logs are provided in
the Appendix I to this report.
Surface Water SamDlinL- Methods
Surface water samples were collected either directly into laboratory -provided, non -preserved
sample containers, or by decanting the sample from a non -preserved 1-Liter amber glass
container into the appropriate containers. In both methods, samples were collected with the
container opening facing into the current flow. When used, care was taken to not overfill the
preserved sample containers (which could lead to preservative loss). To avoid sample -induced
turbidity the were collected initially from the downstream sample location, SW-2, and in
sequence upstream, SW-4, then SW-3, and then SW-1 to reduce potential turbidity in the
samples (Figure 2). After sample collection, the samples were placed in a laboratory -provided
cooler, chilled on ice to approximately 4°C, and submitted to Pace Laboratories under standard
COC protocol.
3.2 Quality Control
Two duplicate samples were collected: one from MW-31D analyzed for Appendix I, MNA
July 2022 Water Quality Monitoring Report WR Project Number 06140180.62
Town of Kernersville Closed Landfill, Permit 34-04 September 2022
Page 4 of 8

■■ WithersRavenel
■■ Our People. Your Success.
parameters, and 1,4-Dioxane and one from SW-3 analyzed for Appendix I and 1,4-Dioxane. Two
Trip Blanks were prepared by the laboratory to accompany the volatile sampling containers
during shipment to and from the laboratory. The Trip Blanks were analyzed for VOCs only.
4.0 ANALYTICAL RESULTS
4.1 Groundwater
Groundwater samples were analyzed for the Appendix I list, the modified list of MNA
constituents, and 1,4-Dioxane and compared to the respective 2L Standards or GWPs where
appropriate. The following table provides a summary of the compounds detected above the
current 2L Standard(s) or GWP(s) in the groundwater samples collected during the July 2022
event.
Constituent
Referenced
Standard
Monitoring Wells
(2L/GWP)
MW-1R
MW-2R
MW-3S
MW-31D
MW-4
MW-5R
MW-6
Benzene
1
1.15
3.66
0.231
0.414
0.443
BDL
BDL
1,1-Dichloroethane
6
0.264
10.5
0.486
1.21
1.22
BDL
BDL
1,2-Dichloropropane
0.6
0.647
4.08
BDL
0.849
BDL
BDL
BDL
1,4-Dioxane
3
BDL
1.35
4.73
38
4.94
BDL
BDL
Vinyl chloride
0.03
3.73
4.84
1.11
3.78
11.6
BDL
BDL
Arsenic
10
BDL
4.94
BDL
BDL
BDL
11.3
BDL
Cadmium
2
BDL
0.214
4.7
BDL
BDL
0.774
BDL
Chromium
10
2.48
BDL
8.51
BDL
15.4
19.4
5.23
Cobalt
1
2.46
3.91
11.2
BDL
2.74
42.9
BDL
Lead
15
14.8
4.60
6.78
3.28
BDL
62.1
17.6
Vanadium
7
11.3
BDL
33.9
BDL
11.2
90.4
15.9
Notes:
BDL Below Laboratory Method Detection Limit
Result Result Exceeds 2L Standard or GWP
All Concentration reported in µg/L
Figure 4, Groundwater Standard Exceedances Map illustrates exceedances to the referenced
standards at the monitoring well locations and Table 4, Groundwater Analytical Results provides
a full summary of the results from the July 2022 sampling event.
In general, the organic and inorganic results are consistent with historical data. Historical
groundwater data, laboratory quality assurance/quality control information and the chain -of -
custody records are included in the Appendix 1.
4.2 Surface Water
Surface water samples were analyzed for the Appendix I list and 1,4-Dioxane. No analytes were
detected at concentrations above the 2B Standards in surface water samples collected during
the July 2022 sampling event. The results were consistent with historical data. Surface water
July 2022 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.62
September 2022
Page 5 of 8

■■ WithersRavenel
NoOur People. Your Success.
data can be found in Table 5, Surface Water Analytical Results.
The results, as reported by the laboratory, historical surface water data, the laboratory
quality/assurance/quality control information, and the chain -of -custody records are included in
the Appendix I.
5.0 MONITORED NATURAL ATTENUATION (MNA) EVALUATION
5.1 MNA Parameters
According to previous reports, in accordance with the facility CAP, MNA baseline sampling was
initiated during the November 2014 sampling event and finished during the November 2015
sampling event. During those events, the full list of MNA parameters (shown below) were
measured in samples collected from monitoring wells MW-2, MW-3S, MW-3D, and MW-4.
MNA field (geochemical) parameters included:
• Temperature
• pH
• Specific conductance
• Oxidation-reduction potential (ORP)
• Turbidity; and
• Dissolved oxygen.
Laboratory parameters included:
• Biological Oxygen Demand (BOD)
• Chemical Oxygen Demand (COD)
• Dissolved hydrogen
• Nitrate
• Sulfate
• Chloride
• Alkalinity as CaCO3
• Sulfide
• Total Organic Carbon (TOC)
• Ethane, ethene, and methane; and
• Volatile fatty acids.
The full list of MNA parameters were not analyzed during the February 2022 sampling event.
MNA parameters analyzed during the February & July 2022 sampling events are presented on
Table 6, Summary of MNA Constituents, and included:
• Chloride,
• Nitrogen, Nitrate
• Sulfate
• Sulfide, and
• Total Organic Carbon (TOC)
Field MNA parameters shown in field notes in Appendix I included:
• Temperature
• pH
• Specific conductivity (EC)
• Oxidation-reduction potential (ORP)
• Turbidity; and
• Dissolved oxygen
July 2022 Water Quality Monitoring Report WR Project Number 06140180.62
Town of Kernersville Closed Landfill, Permit 34-04 September 2022
Page 6 of 8

■■ WithersRavenel
■■ Our People. Your Success.
Laboratory reports and field data forms are included in the Appendix 1.
6.0 FINDINGS
Target analytes detected above the established 2L Standards and/or GWPs in groundwater
samples collected during the July 2022 sampling event appear to generally be consistent with
previous events.
One or more compounds were detected above the established 2L Standards and/or GWPs in
monitoring wells MW-11R, MW-2R, MW-31D, MW-4, MW-5R, and MW-6.
No target analytes were detected in the surface water samples at concentrations above their
respective 2B Standards.
The Town of Kernersville Landfill will continue to monitor groundwater in accordance with the
approved CAP. The next semiannual sampling event is tentatively scheduled for February 2023.
July 2022 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.62
September 2022
Page 6 of 8

■■ WithersRavenel
■■ Our People. Your Success.
7.0 REFERENCES
Brown, Philip M., Chief Geologist, 1985, Geologic Map of North Carolina, The North Carolina
Geologic Survey, scale 1:500,000.
Drummond, Jaclynne. "Re: Closed Town of Kernersville MSW Landfill - WQ Parameter
Clarification 06140180.33" Message to Laura Elliott, June 29, 2020. E-mail.
Joyce Engineering, Inc. Water Quality Monitoring Plan, Piedmont Landfill & Recycling Center,
September 2010.
-----, Second Semiannual Water Quality Monitoring Report of 2014, Town of Kernersville Landfill,
Permit 34-04, March 2015.
-----, Second Semiannual Water Quality Monitoring Report of 201S, Town of Kernersville Landfill,
Permit 34-04, March 2016.
-----, Corrective Action Evaluation Report (CAER), Town of Kernersville Landfill, Permit 34-04,
October 16, 2016.
North Carolina Department of Environment and Natural Resources, 2016 Solid Waste Section
Guidelines for Groundwater, Soil and Surface Water Sampling.
-----, MNA Excerpt from Examples of Approved Groundwater Corrective Measures for Solid Waste
Management Facilities, 2008.
Technical Protocol for Evaluation Natural Attenuation of Chlorinated Solvents in Groundwater,
EPA/600/R-98/128, September 1998.
United States Geological Survey, 7.5-Minute Quadrangle, Belews Creek, North Carolina
WithersRavenel, Inc., 2017 Annual Water Quality Monitoring Report, Town of Kernersville
Landfill Permit 34-04, April 2, 2018.
-----, 2018 Annual Water Quality Monitoring Report, Town of Kernersville Landfill Permit
34-04, April 16, 2019
-----, July 2019 Water Quality Monitoring Report, Town of Kernersville Landfill Permit 34-
04, October 7, 2019
-----, January 2020 Water Quality Monitoring Report, Town of Kernersville Landfill Permit
34-04, March 6, 2020.
-----, July 2020 Water Quality Monitoring Report, Town of Kernersville Landfill Permit 34-
04, September 2, 2020.
----, January 2021 Water Quality Monitoring Report, Town of Kernersville Landfill Permit
34-04, May 7, 2021
----, July 2021 Water Quality Monitoring Report, Town of Kernersville Landfill Permit 34-
04, January 25, 2022
July 2022 Water Quality Monitoring Report WR Project Number 06140180.62
Town of Kernersville Closed Landfill, Permit 34-04 September 2022
Page 7 of 8

■■ WithersRavenel
■■ Our People. Your Success.
----, February 2022 Water Quality Monitoring Report, Town of Kernersville Landfill Permit
34-04, June 26, 2022
July 2022 Water Quality Monitoring Report
Town of Kernersville Closed Landfill, Permit 34-04
WR Project Number 06140180.62
September 2022
Page 8 of 8

FIGURES

it RD
800
850
���,• . r $ -- _ 'tip _ � • -�_ ��� _�• _ .___-��....••-_ -=-- �� �� ` - `
,' GOODWILL-U��
— �� r �- _ .-. .•ter � � � � � � [ f • ��� f ��7 ' .i t\ .1.
N.
I �..� -•L -_ �\• l I'_ fir• •� 'r '' f.
•-ram -may' - �.� �,�F� `'--- �' �._ '•� � �i STE�
rr ISP SA
L~7�
ARY-
,� '+,, �°.ems �`- :�--•_] Yam•-__�� ��
DARY
pp
K.
' ' f
. 1
I i n I ; -0-�, ; ! /� j. fir~,:''• Jm{.:KE Tf V aL,L 0 1'Y IT RJ
\ t�� II �• ,�� `•� {IJ>f r � 4 ... ; �'� 1 i' Fl _ .� � � J!f \tip
~ - i
` �� �� f : ' + r % ' �vt GRAPHIC SCALE
u 500 1000
vl •''t I �
9� ' A
�'- cn =1000
00-
TOWN OF KERNERSVILLE DRAWN BY: SCALE: FIGURE NO.:
W i t h e rs Ra ve n e l CLOSED LANDFILL - PERMIT #34-04 MGM 1"=1000' 1
1/ GOODWILL CHURCH ROAD
Engineers I Planners I Surveyors KERNERSVILLE, GUILFORD/FORSYTH COUNTY, NC APPROVED BY: DATE: PROJECT NO.:
115 MacKenan Drive Cary, NC 275111 t: 919.469.3340 1 license k:F-1479 I www.withersra—el.— GENERAL LOCATION MAP MJ 09/01/22 06140180.62
W\14\14-01l0\1401IMM-10H4 Stwo/62 l-tdN f-Ns FYE 2073VisMo\CMh207'1.07.LBomtm_Kwnww . lmdlllAn— Smbwkw 1. 2022 — WILIBA MAD

946+
SW-2 MW-3D
MW-4 0 MW-3S
SW-4
SW-3
MW-2R
_� ' ,� ,!iti'.�' '� 2 Y -Y - s` a -'g'�� i - x�-•-s. -3
{` GOODWILL CHURCH ROAD
s s
•,.•s !%,
MW-6- +
MW-1
MW-1R
�f a
�x-
sr r
MW-5R
�-
XF t_
4;
11
-
a-�L
,• 4: 'e ,
LEGEND
FACILITY BOUNDARY
WASTE DISPOSAL BOUNDARY
$ GROUNDWATER MONITORING WELL
G SURFACE WATER SAMPLE LOCATION 1
NOTES:
1.) 2014 AERIAL OBTAINED FROM
FORSYTH COUNTY GIS DEPARTMENT
2.) PARCEL INFORMATION OBTAINED FROM
GUILFORD AND FORSYTH COUNTY
GIS DEPARTMENTS.
GRAPHIC SCALE
0 150 300 600
1 inch = 300 ft.
DRAWN BY: SCALE: FIGURE NO.:
1 /
�0- Withers Rave n e l TOWN OF KERNERSVILLE CLOSED LANDFILL - PERMIT #34-04 MGM 1"=300' 2 Engineers I Planners I Surveyors GOODWILL CHURCH ROAD WATER QUALITY SAMPLE LOCATIONS MAP
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA APPROVED BY: DATEPROJECT NO.:
:
115 MacKenan Drive I Cary, NC 275111 C 919.469.33401 license W: F-14791 wes-withersravenelkom MJ 09/01/22 06140180.62
M\14\14-0110\1401MM-10/14 8400/62 Lar d111 &r b. FVE I-ML4-- S.M b r 1. 2022 — WL7BA rM

F
FM
q�
Ro
A p
755 (751.64)
MW-
MW-4
�M
(753.24)
-3S
(750.29)
MW-6
(NOT MEASURED)
MW-1
(NOT MEASURED)
>>0
MW-1R
(772.91)
k i1
L ,.v
W-2R MW-5R
(758.44) (766.58)
i-
GOODWILL CHURCH ROAD
LEGEND
FACILITY BOUNDARY
WASTE DISPOSAL BOUNDARY
$ GROUNDWATER MONITORING WELL
(761.96) GROUNDWATER SURFACE ELEVATION
GROUNDWATER SURFACE ELEVATION
CONTOUR
ESTIMATED GROUNDWATER FLOW
DIRECTION
NOTES:
1.) AERIAL OBTAINED FROM
FORSYTH COUNTY GIS DEPARTMENT
2.) PARCEL INFORMATION OBTAINED FROM
GUILFORD AND FORSYTH COUNTY
GIS DEPARTMENTS.
. ..`.ti
.,
GRAPHIC SCALE
-' 0 160 320 641
1 inch = 320 ft.
DRAWN BY: SCALE: FIGURE NO.:
Withers Rave n e l TOWN OF KERNERSVILLE CLOSED LANDFILL - PERMIT #34-04 POTENTIOMETRIC MAP MGM 1"=320 ' 3A
1/ Engineers I Planners I Surveyors GOODWILL CHURCH ROAD (DULY 2022)
APPROVED BY: DATE: PROJECT NO.:
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
115 MacKenan Drive Cary, NC 275111 C 919.469.33401 license W: F-14791 www.withersravenel.com MJ 09/01/22 06140180.62
1t\14\14-0110\140lWM-10/14 9100/62 L ld111 SiwW.. FVE 202$UbW,.kCAVU02'LG72&2. --K�.�Mb Imdl 8slwnMr 1. 2022 - U43M WJI

F
FM
q�
Ro
A p
it 1=
�>o
-�6S
18S
MW-1
(DRY) �g0�
��s_
M W-6
(787.64)
GOODWILL CHURCH ROAD
LEGEND
FACILITY BOUNDARY
WASTE DISPOSAL BOUNDARY
$ GROUNDWATER MONITORING WELL
(761.96) GROUNDWATER SURFACE ELEVATION
GROUNDWATER SURFACE ELEVATION
CONTOUR
ESTIMATED GROUNDWATER FLOW
DIRECTION
5 _i MW-
17
NOTES:
-10
MW-4 - ` 1.) AERIAL OBTAINED FROM
M -3S -�,
(754.09) (751.00) W-211 MW-5R FORSYTH COUNTY GIS DEPARTMENT
(759.10) (769.81) 2.) PARCEL INFORMATION OBTAINED FROM
GUILFORD AND FORSYTH COUNTY
GIS DEPARTMENTS.
'k"
tx: * A. GRAPHIC SCALE
-' 0 160 320 641
` •--
1 inch = 320 ft.
DRAWN BY: SCALE: FIGURE NO.:
Withers Rave n e l TOWN OF KERNERSVILLE CLOSED LANDFILL - PERMIT #34-04 POTENTIOMETRIC MAP MGM 1"=320 313
1/ Engineers I Planners I Surveyors GOODWILL CHURCH ROAD (FEBRUARY 2022)
APPROVED BY: DATE: PROJECT NO.:
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
115 MacKenan Drive Cary, NC 275111 C 919.469.33401 license W: F-14791 www.withersravenel.com MJ 09/01/22 06140180.62
1t\14\14-0110\140lWM-10/14 9100/62 L ld111 &rNoM FVE 202$UbW,.kCAVU02'LG72&2. --K�.�Mb Imdl 8slwnMr 1. 2022 - U43M WJI

�4 -
MW-4
Feb-22
Jul-22
2Ls (ug/L)
CHROMIUM
24
15.4
10
COBALT
4.4
2.74
1
1,4-DIOXANE
NA
4.94
3
VANADIUM
21.3
11.2
7
VINYL CHLORIDE
10.7
11.60
0.03
LE
SW-2 MW-3D
MW-4 W
0
S -4
SW
MW-3D
Feb-22
Jul-22
2Ls (ug/L)
1,2-DICHLOROETHANE
0.47
BDL
0.4
1,2-DICHLOROPROPANE
0.89
1.03
0.6
1,4-DIOXANE
NA
3.8
3
VINYL CHLORIDE
4.2
4.17
0.03
"."{..�` GOODWILL CHURCH ROAD
MW-1 Feb-22
NOT SAMPLED - DRY WELL
-3S
U
ed
-4L 3:..
MW-6 �-
„' AINOW
MW-6
Feb-22
Jul-22
2Ls (ug/L)
LEAD
BDL
17.6
15
VANADIUM
6.4
15.9
7
MW-1R ,.
-
r .
r
MW-2R MW-5R
MW-3S
Feb-22
Jul-22
2Ls (ug/L)
CADMIUM
24.4
4.7
2
CHROMIUM
66.5
8.51
10
COBALT
33.1
11.2
1
1,4-DIOXANE
NAI
4.73
3
LEAD
27.6
6.78
15
VANADIUM
230
33.9
7
VINYL CHLORIDE
1.2
1.11
0.03
ZINC
2510
350
1000
MW-1R
Jul-22
21-s (ug/L)
COBALT
2.46
1
BENZENE
1.15
1
1,2-DICHLOROPROPANE
0.65
0.6
VANADIUM
11.30
7
VINYL CHLORIDE
3.73
0.03
MW-5R
Feb-22
Jul-22
2Ls (ug/L)
ARSENIC
7.2
11.3
1
CHROMIUM
14.7
19.4
10
COBALT
16.3
42.9
1
LEAD
37.8
62.1
15
VANADIUM
52
90
7
MW-2R
Feb-22
Jul-22
2Ls (ug/L)
COBALT
4.0
3.91
1
BENZENE
3.3
3.66
1
1,1-DICHLOROETHANE
10.6
10.5
6
1,2-DICHLOROPROPANE
3.5
4.08
0.6
VINYL CHLORIDE
4.0
4.84
0.03
LEGEND
FACILITY BOUNDARY
WASTE DISPOSAL BOUNDARY
$ SHALLOW MONITORING WELL
® DEEP MONITORING WELL
0
NOTES:
SURFACE WATER SAMPLE LOCATION
1.) 2014 AERIAL OBTAINED FROM
FORSYTH COUNTY GIS DEPARTMENT
2.) PARCEL INFORMATION OBTAINED FROM
GUILFORD AND FORSYTH COUNTY
GIS DEPARTMENTS.
3.) ONLY ANALYTICAL RESULTS THAT
EXCEEDED THE 2L STANDARD ARE
ILLUSTRATED.
4.) FOR WELLS FROM WHICH DUPLICATE
SAMPLES WERE COLLECTED, THE HIGHEST
DETECTED CONCENTRATION OF EACH
CONTAMINANT IS SHOWN.
GRAPHIC SCALE
0 150 300 600
1 inch = 300 ft.
DRAWN BY: SCALE: FIGURE NO.:
��/ W i th a rs Rave n e l TOWN OF KERNERSVILLE CLOSED LANDFILL -PERMIT #34-04 GROUNDWATER 2L STANDARD/GWP EXCEEDANCES MGM 1"=300' 4
1Engineers I Planners I Surveyors GOODWILL CHURCH ROAD MAP
APPROVED BY: DATE: PROJECT NO.:
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
115 MacKenan Drive I Cary, NC 27511 C 919.469.3340 1 license W: F-1479 I www.withersraveneLcom MJ 09/01/22 06140180.62
M\14\14-0110\1401MM-10/14 9100/62 Lar d111 &r b. FVE I-ML4-- S.M b r 1. 2022 - WL7BA rM

TABLES

TABLE 1
MONITORING WELL CONSTRUCTION DETAILS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
Well ID
Date
Installed
Well Casing
Diameter
(Inches)
Casing Depth
(ft-bTOC)
Screen Interval
(ft-bTOC)
Total Depth
(ft-bTOC)
Top of Casing
Elevation
(feet above MSL)
MW-1
Not Listed
2
24.96
24.96 - 34.96
34.96
806.42
MW-1 R
7/20/2022
2
15.00
15.00 - 30.00
30.00
797.71
MW-2R
Not Listed
2
3.18
3.18 - 13.18
13.18
762.19
MW-3S
Not Listed
2
14.00
14.00 - 24.00
24.00
764.57
MW-3D
Not Listed
2
36.96
36.96 - 56.96
56.96
764.56
MW-4
Not Listed
2
4.40
4.40 - 14.40
14.40
760.26
MW-5
Not Listed
2
6.36
6.36 - 11.36
11.36
773.32
MW-6
Not Listed
2
10.46
10.46 - 20.46
20.46
804.87
Notes:
1) ft-bTOC = Feet below top of casing
2) MSL = Mean sea level
3) Data, including "Top of Casing Elevation", reproduced from Second Semiannual Water Quality Monitoring
Report of 2014; Joyce Engineering; March 10, 2015.
4) MW-1R Top of Casing Elevation measured by WR using MW-1 Top of Casing Elevation as the reference
point.
1 of 1

TABLE 2
GROUNDWATER SURFACE ELEVATIONS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
WELL ID
SCREENED
INTERVAL
(ft-bTOC)
TOP OF CASING
ELEVATION
(feet above MSL)
7/28/2022
DEPTH
WATERR
(ft-bTOC)
GROUNDWATER
SURFACE
ELEVATION
(feet above MSL)
MW-1
24.96 - 34.96
806.42
NM
---
MW-1R
15.00 - 30.00
797.71
24.8
772.91
MW-2R
3.18 - 13.18
762.19
3.75
758.44
MW-3S
14.00 - 24.00
764.57
14.28
750.29
MW-3D
36.96 - 56.96
764.56
12.92
751.64
MW-4
4.40 - 14.40
760.26
7.02
753.24
MW-5R
6.36 - 11.36
773.32
6.74
766.58
MW-6
10.46 - 20.46
804.87
NM
---
Notes:
1) All measurements are in feet.
2) Elevation data is measured in feet above Mean Sea Level (MSL).
3) Depth to water measured in feet below top of casing (ft-bTOC)
4) "Screened Interval" and "Top of Casing Elevation" components are reproduced
from Second Semiannual Water Quality Monitoring Report of 2014; Joyce
Engineering; March 10, 2015.
5) MW-1R Top of Casing Elevation measured by WR using MW-1 Top of Casing
Elevation as the reference point.
6) NM = Not Measured
1 of 1

TABLE 3
HISTORICAL GROUNDWATER ELEVATIONS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
WELL ID
Top of Casing
Elevation (feet)
Date
Depth to
Groundwater (feet)
Groundwater
Elevation (feet)
MW-1
806.42
12/30/2009
33.97
772.45
6/1/2010
32.97
773.45
11/16/2010
32.87
773.55
12/29/2010
33.13
773.29
6/29/2011
33.32
773.10
11/1/2011
34.50
771.92
5/1/2012
34.54
771.88
11/7/2012
34.77
771.65
5/9/2013
36.47
769.95
11/7/2013
34.96
771.46
6/5/2014
34.20
772.22
11/20/2014
34.69
771.73
7/29/2016
33.91
772.51
12/21/2016
34.47
771.95
9/13/2017
DRY
DRY
7/10/2018
DRY
DRY
1/9/2019
DRY
DRY
7/24/2019
DRY
DRY
1/8/2020
DRY
DRY
7/15/2020
DRY
DRY
1/13/2021
30.62
775.80
7/20/2021
DRY
DRY
2/3/2022
DRY
DRY
MW-1R
797.71
7/28/2022
24.80
772.91
MW-2R
762.19
12/30/2009
3.03
759.16
6/1/2010
3.29
758.90
11/16/2010
3.05
759.14
12/29/2010
3.36
758.83
6/29/2011
3.81
758.38
11/1/2011
3.70
758.49
5/1/2012
3.65
758.54
11/7/2012
3.99
758.20
5/9/2013
2.99
759.20
11/7/2013
4.10
758.09
6/5/2014
3.74
758.45
11/20/2014
4.11
758.08
7/29/2016
4.01
758.18
12/21/2016
3.85
758.34
9/13/2017
4.22
757.97
7/10/2018
4.41
757.78
1/9/2019
2.84
759.35
7/24/2019
3.40
758.79
1/8/2020
3.17
759.02
7/15/2020
3.02
759.17
1/13/2021
2.38
759.81
7/20/2021
2.54
759.65
2/3/2022
3.09
759.10
7/28/2022
3.75
758.44
MW-3S
764.57
12/30/2009
13.03
751.54
6/1/2010
13.81
750.76
11/16/2010
13.59
750.98
12/29/2010
14.75
749.82
6/29/2011
14.03
750.54
11/1/2011
9.84
754.73
5/1/2012
13.71
750.86
11/7/2012
14.27
750.30
5/9/2013
12.05
752.52
11/7/2013
14.45
750.12
6/5/2014
13.90
750.67
11/20/2014
14.33
750.24
7/29/2016
14.04
750.53
12/21/2016
14.00
750.57
9/13/2017
14.29
750.28
7/10/2018
15.00
749.57
1/10/2019
12.50
752.07
7/24/2019
13.96
750.61
1/8/2020
13.23
751.34
7/15/2020
13.47
751.10
1/13/2021
12.89
751.68
7/20/2021
13.43
751.14
2/3/2022
13.57
751.00
7/28/2022
1 14.28
750.29
Notes:
1) All measurements are in feet.
2) Elevation data is relative to Mean Sea Level.
3) Depth to water measured in feet below top of casing.
4) NM = Not Measured
1 of 3

TABLE 3
HISTORICAL GROUNDWATER ELEVATIONS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
WELL ID
Top of Casing
Elevation (feet)
Date
Depth to
Groundwater (feet)
Groundwater
Elevation (feet)
MW-3D
764.56
12/30/2009
11.77
752.79
6/1/2010
11.93
752.63
11/16/2010
11.97
752.59
12/29/2010
12.11
752.45
6/29/2011
12.40
752.16
11/1/2011
12.66
751.90
5/1/2012
12.22
752.34
11/7/2012
12.95
751.61
5/9/2013
11.32
753.24
11/7/2013
13.06
751.50
6/5/2014
12.42
752.14
11/20/2014
13.03
751.53
7/29/2016
12.32
752.24
12/21/2016
12.46
752.10
9/13/2017
12.96
751.60
7/10/2018
15.00
749.56
1/10/2019
11.25
753.31
7/24/2019
11.86
752.70
1/8/2020
11.68
752.88
7/15/2020
11.94
752.62
1/13/2021
11.23
753.33
7/20/2021
11.30
753.26
2/3/2022
12.00
752.56
7/28/2022
12.92
751.64
MW-4
760.26
12/30/2009
5.93
754.33
6/1/2010
6.36
753.90
11/16/2010
6.52
753.74
12/29/2010
6.58
753.68
6/29/2011
6.85
753.41
11/1/2011
7.18
753.08
5/1/2012
6.71
753.55
11/7/2012
7.39
752.87
5/9/2013
5.82
754.44
11/7/2013
7.47
752.79
6/5/2014
6.90
753.36
11/20/2014
7.45
752.81
7/29/2016
7.00
753.26
12/21/2016
7.00
753.26
9/13/2017
7.33
752.93
7/10/2018
7.00
753.26
1/9/2019
5.24
755.02
7/24/2019
5.89
754.37
1/8/2020
5.71
754.55
7/15/2020
6.04
754.22
1/13/2021
5.44
754.82
7/20/2021
5.74
754.52
2/3/2022
6.17
754.09
7/28/2022
7.02
753.24
Notes:
1) All measurements are in feet.
2) Elevation data is relative to Mean Sea Level.
3) Depth to water measured in feet below top of casing.
4) NM = Not Measured
2 of 3

TABLE 3
HISTORICAL GROUNDWATER ELEVATIONS
TOWN OF KERNERSVILLE CLOSED LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.48
WELL ID
Top of Casing
Elevation (feet)
Date
Depth to
Groundwater (feet)
Groundwater
Elevation feet
MW-5
773.32
12/30/2009
4.11
769.21
6/1/2010
3.63
769.69
11/16/2010
3.51
769.81
12/29/2010
3.76
769.56
6/29/2011
3.59
769.73
11/1/2011
3.69
769.63
5/1/2012
3.77
769.55
11/7/2012
4.75
768.57
5/9/2013
NM
NM
11/7/2013
5.19
768.13
6/5/2014
4.75
768.57
11/20/2014
4.09
769.23
7/29/2016
11.36
761.96
12/21/2016
3.41
769.91
9/14/2017
5.48
767.84
7/10/2018
NM
NM
1/10/2019
10.50
762.82
7/24/2019
4.03
769.29
1/8/2020
3.54
769.78
7/15/2020
4.75
768.57
1/13/2021
3.75
769.57
7/20/2021
3.78
769.54
2/3/2022
3.51
769.81
7/28/2022
6.74
766.58
MW-6
804.87
12/30/2009
18.21
786.66
6/1/2010
16.55
788.32
11/16/2010
16.94
787.93
12/29/2010
17.50
787.37
6/29/2011
18.06
786.81
11/1/2011
19.77
785.10
5/1/2012
19.55
785.32
11/7/2012
DRY
DRY
5/9/2013
17.31
787.56
11/7/2013
DRY
DRY
6/5/2014
19.03
785.84
11/20/2014
20.46
784.41
7/29/2016
20.46
784.41
12/21/2016
20.22
784.65
9/14/2017
20.64
784.23
7/10/2018
DRY
DRY
1/9/2019
17.49
787.38
7/24/2019
16.51
788.36
1/8/2020
17.19
787.68
7/15/2020
15.97
788.90
1/13/2021
14.56
790.31
7/20/2021
14.26
790.61
2/3/2022
17.23
787.64
7/28/2022
NM
NM
Notes:
1) All measurements are in feet.
2) Elevation data is relative to Mean Sea Level.
3) Depth to water measured in feet below top of casing.
4) NM = Not Measured
3 of 3

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34.04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.62
Analytical Method
Contaminant Of Concern
EPA 9056A
w
a
LL
c
a
Q
u
•E
v°1,
Q
m
E
?
m
E
?
v
U
E
o
t
U
.,
m
'o
U
EPA 6010
o.
o
U
a
�•
`v
s
u
Z
E
w
tit
y
ut
E
H
E
c
iv
CAS
#
16984-48-8
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-92-1
7439-97-6
7440-02-0
7782-49-2
7440-22-4
7440-28-0
7440-62-2
7440-66-6
W
d
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result I Qual
Result Qua,
Result Qual
Result Qual
Result
Qual
Result Qua[
Result Qual
Result Qua,
Result JQual
9/13/2017
NOT SAMPLED
(DRY WELL)
1/9/2018
NOT SAMPLED (DRY WELL)
7/10/2018
NOT SAMPLED (DRY WELL)
1/9/2019
NOT SAMPLED (DRY WELL)
W-1
7/24/2019
NOT SAMPLED (DRY WELL)
M
1/8/2020
NOT SAMPLED (DRY WELL)
7/15/2020
NOT SAMPLED (DRY WELL)
1/13/2021
NA 4.43 1 BDL 214 1.59 1 3.12 2.63 J 69.5 1 23.4 I B I BDL NA 2.63 J 8.85 J BDL BDL 6.25 J 795
7/20/2021
NOT SAMPLED (DRY WELL)
2/3/2022
DRY - NOT SAMPLED
MW-1R
<64.0
<1.03
<4.40
150
1.040
J
<0.150
2.480
J
2.46
J
3.030
J
14.800
<0.100
<3.61
0.918
J
<1.54
0.159
J
11.300
J
28.000
J
9/13/2017
NA
<3.9
<5
247
<0.5
<0.5
<2.5
2.3
<2.5
-2.5
NA
-2.5
<5
<2.5
<0.02
<2.5
<5
1/9/2018
NA
<3.9
<5
281
<0.5
<0.5
<2.5
NA
<2.5
<2.5
NA
<2.5
<5
<2.5
NA
<2.5
<5
7/10/2018
NA
<3.9
<5.0
255
<,50
<.50
<2.5
NA
<2.5
-2.5
NA
-2.5
<5.0
<2.5
NA
3.0
J
6A
J
1/9/2019
NA
<3.9
<5.0
251
<,50
<.50
<2.5
NA
<2.5
<2.5
NA
<2.5
<5.0
<2.5
NA
3.2
J
<5.0
7/24/2019
NA
<10.0
<10.0
245
<2.00
<2.00
<30.0
-10.0
<30.0
<5.00
NA
<10.0
<30.0
<5.0
<10.0
<20.0
10.2
J
MW-2R
1/8/2020
NA
0.70
1
0.51
J
222
0.40
1
0.31
J
0.73
J
NA
1.09
0.56
J
NA
<1
<1
0.13
J
NA
2.31
16.8
7/15/2020
NA
<10.0
<10.0
234
<2.00
<2.00
<30.0
1.11
J
<30.0
<6.00
NA
<30.0
<10.0
<5.0
<10.0
<20.0
19.4
J
1/13/2021
NA1
1 5044
1
BDL
210
BDL
BDL
I
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
I
BDL
BDL
7/20/2021
NA
BDL
BDL
253
0.333
1
0.504
1
2.15
J
3.95
J
BDL
3.25
J
NA
BDL
BDL
BDL
BDL
6.89
J
7.27
J
2/3/2022
NA
<3.0
5.700
1
222
<0.70
1.900
<3.7
4.0
<4.3
<4.5
NA
<3.5
<4.7
<2.5
<0.050
4.100
J
11.200
7/28/2022
<64.0
<1.03
4.940
1
227
0.213
J
0.214
1
<3.40
3.91
J
1.720
J
4.600
J
<0.100
<3.61
<0.300
<1.54
<0.121
<4.99
10.400
J
9/13/2017
NA
<3.9
<5
45.5
<0.5
3.8
41.3
0.24
27.5
<2.5
NA
35
<5
<2.5
<0.02
40
157
1/9/2018
NA
<3.9
<5
158
<0.5
2.5
7.1
NA
15.6
-2.5
NA
35
<5
<2.5
NA
30.3
318
7/10/2018
NA
<3.9
<5.0
138
<.50
1.1
5.9
NA
9.2
<2.5
NA
3.6
J
<5.0
<2.5
NA
22.1
154
1/10/2019
NA
<3.9
<5.0
115
<.50
<.50
<2.5
NA
<2.5
<2.5
NA
<2.5
<5.0
<2.5
NA
<2.5
10.4
7/24/2019
NA
<10.0
<10.0
208
<2.00
2.94
4.69
J
9.6
J
16.9
6.12
NA
5.37
J
<50.0
<5.0
<50.0
51.8
592
MW-3S
1/8/2020
1 NA
0.63
1
0.17
J
107
<S
<S
1.75
NA
3.3
<3
NA
2.38
<S
0.12
J
NA
1.19
33.2
7/15/2020
NA
<10.0
<10.0
121
<2.00
<2.00
1
<10.0
8.10
J
<10.0
<6.00
NA
3.82
J
<10.0
<5.0
<10.0
1
<20.0
37.9
J
1/13/2021
NA
BDL
BDL
152
0.466
J
3.820
2.2
J
9.14
J
15.2
B
I BDL
NA
4.78
J
BDL
BDL
BDL
15.8
J
229
7/20/2021
NA
4.40
1
BDL
236
0.88
1
7.95
15.6
15.5
44.7
12.5
NA
8.10
J
BDL
BDL
4.57
B J
76.8
619
2/3/2022
NA
<3.0
7.400
J
402
0.920
1
24.40
66.5
33.1
146
27.6
NA
33.500
4.900
J
<2.5
0.660
230
2510
7/28/2022
94.3
1
<1.03
<4.40
169
0.312
1
4.70
8.510
J
11.2
23.6
6.780
<0.100
5A50
J
<0.300
<1.54
0.157
J
33.9
350
9/13/2017
NA
<3.9
<5
155
<0.5
<0.5
<2.5
7.5
-2.5
-2.5
NA
-2.5
<5
<2.5
<0.02
<2.5
<5
1/9/2018
NA
<3.9
<5
40.2
<0.5
<0.5
<2.5
NA
<2.5
<2.5
NA
<2.5
<5
<2.5
NA
<2.5
<5
7/10/2018
NA
<3.9
<5.0
42A
<.50
0.55
<2.5
NA
3.6
J
<2.5
NA
-2.5
<5.0
<2.5
NA
3.0
J
5.1
J
1/10/2019
NA
<3.9
<5.0
40.6
<.50
<,50
<2.5
NA
<2.5
<2.5
NA
-2.5
<5.0
12.5
NA
3.3
J
<5.0
7/24/2019
NA
<10.0
<10.0
44
<2.00
<2.00
<10.0
<10.0
<10.0
<5.00
NA
<10.0
<10.0
<5.0
<10.0
7.44
J
<50
MW-3D
1/8/2020
NA
0.57
1
0.11
J
40.1
<1
<1
0.61
J
NA
2.19
<1
NA
0.52
J
<1
0.10
J
NA
2.61
17.4
7/15/2020
NA
<10.0
<10.0
1
1 45.9
<2.00
<2.00
<30.0
1
1 <30.0
<30.0
<6.00
NA
<10.0
<30.0
<5.0
<30.0
<20.0
1 26.3
J
1/13/2021
NA
BDL
BDL
44.6
BDL
BDL
BDL
BDL
3.96
BJ
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
7/20/2021
NA
BDL
BDL
38.0
BDL
BDL
BDL
BDL
BDL
3.43
J
NA
BDL
BDL
BDL
BDL
6.52
J
BDL
2/3/2022
NA
<3.0
6.600
1
44.6
<0.70
<0.40
<3.7
0.310
J
<4.3
<4.5
NA
<3.5
<4.7
<2.5
<0.050
<3.9
<9.5
7/28/2022
71
1
<1.03
<4.40
50.5
<0.190
<0.150
<1.40
<0.840
2.910
J
3.280
J
<0.100
<1.61
<0.300
<1.54
<0.121
<4.99
7.340
J
7/15/2020
NA
<10.0
<50.0
45.1
<2.00
<2.00
<30.0
<30.0
<30.0
-6.00
NA
<30.0
<10.0
<5.0
<10.0
<20.0
19.6
J
1/13/2021
NA
BDL
BDL
45.9
BDL
BDL
BDL
BDL
4.77
J
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
DUP(MW-3D)
7/20/2021
NA
5.65
1
BDL
49.2
BDL
BDL
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
7.49
J
BDL
2/3/2022
NA
1 <3.0
1
<4.7
45.6
<0.70
<0.40
<3.7
0.3
J
<4.3
<4.5
NA
<3.5
<4.7
<2.5
1
<0.050
J39
<9.5
7/28/2022
96.5
1
<1.03
<4.40
1
1 50
<0.190
<0.150
<3.40
1 0.840
3.25
J
1 <2.99
1 <0.100
<3.61
1
<0.300
<1.54
<0.121
J
<4.99
6
9/13/2017
NA
<3.9
<5
88.5
<0.5
<0.5
<2.5
1.6
<2.5
<2.5
NA
<2.5
<5
<2.5
<0.02
1 <2.5
<5
1/9/2018
NA
<3.9
<5
92.6
<0.5
<0.5
<2.5
NA
7.8
<2.5
NA
-2.5
<5
1 2.5
NA
5.8
<5
7/10/2018
NA
<3.9
<5.0
86A
<,50
<.50
<2.5
NA
2.6
J
<2.5
NA
<2.5
<5.0
1/9/2019
NA
<3.9
<5.0
91.8
<.50
<.50
4.5
NA
<2.5
<2.5
NA
<2.5
<5.0
<2.5
NA
7.0
9.6
J
7/24/2019
NA
<50.0
<50.0
92.7
<2.00
<2.00
1.42
J
<30.0
<30.0
<5.00
NA
<10.0
<50.0
<5.0
<10.0
<20.0
5.93
J
MW-4
1/8/2020
NA
1.59
0.19
J
80A
<S
<S
2.01
NA
1.53
0.64
J
NA
2.11
<S
0.21
J
NA
3.0
11.20
7/15/2020
NA
<10.0
<10.0
94.2
<2.00
0.63
1
<10.0
1.82
J
<10.0
<6.00
NA
4.06
J
<10.0
<5.0
4.66
J
<20.0
22.6
J
1/13/2021
NA
BDL
BDL
99.9
0.656
1
BDL
7.01
J
2.48
J
4.68
J
BDL
NA
2.74
J
BDL
I
BDL
BDL
BDL
8.49
J
7/20/2021
NA
BDL
BDL
127
BDL
0.580
1
12.1
3.50
J
6.32
J
5.96
J
NA
3.84
J
BDL
BDL
BDL
17.2
J
20.1
J
2/3/2022
NA
<3.0
6.100
J
122
<0.70
<0.40
24.0
11
4.40
10.9
5.6
1
NA
5.5
4.9
J
12.5
0.072
J
21.300
20.400
7/28/2022
105
J
<1.03
<4.40
1
1 129
0.268
1
<0.150
15.4
2.740
J
10.0
5A10
J
<0.100
4.880
J
<0.300
<1.54
-0.121
1 11.200
J
30.400
9/14/2017
NA
<3.9
<5
87.4
1 <0.5
1
0.5
11
2.5
11.3
<2.5
5.7
NA
-2.5
<5
<2.5
<0.02
7.1
1 12.2
1/9/2018
NA
<3.9
<5
100
<0.5
<0.5
<2.5
NA
22
W.
NA
<2.5
<5
<2.5
NA
36.6
78.3
7/10/2018
NA
<3.9
<5.0
69.3
<.50
<2.5
NA
17.0
3.3
J
NA
-2.5
<5.0
<2.5
NA
9.5
67.8
1/9/2019
NA
<3.9
<5.0
37
<,50
<2.5
NA
<2.5
3.3
NA
<2.5
<5.0
<2.5
NA
2.6
J
17
7/24/2019
NA
<10.0
<10.0
108
<2.00
<10.0
7.24
J
11
23.5
NA
<10.0
<10.0
<5.0
<10.0
12.9
J
45.3
J
MW-5
1/8/2020
NA
1011
1.02
39.9
<1
1
1.94
NA
J
5.3
3.5
NA
0.90
J
1.53
0.27
J
NA
5.18
27.7
7/15/2020
NA
<10.0
6.92
J
231
2.26
5.81
J
17.4
J
22.9
78.9
NA
4.99
J
<30.0
<5.0
<30.0
91.3
114
1/13/2021
NA
BDL
BDL
145
1.81[JEBDL
9.54
J
15.9
33.0
50.0
NA
3.69
J
BDL
BDL
BDL
61.1
141
7/20/2021
NA
11.8
BDL
268
2.93
1
11.3
33.9
35.9
99.5
NA
6.56
J
BDL
BDL
BDL
110
327
2/3/2022
NA
<3.0
7.200
J
159.0
<0.70
1
14.7
16.3
34.1
37.8
NA
7.300
<4.7
<25
0.290J
52.0
125.07/28/2022
79.0
1
<1.03
11.30
244.0
2.31
J
19.4
42.9
46.2
62.1
<0.100
4.710
J
1.930
J
<1.54
0.594
J
90.4
942.0
2L Standard/GWP
(µg/L)
2,000
1
10
700
4
2
10
1,000
15
1
100
20
20
2.0
7.0
1,000
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
7) Cobalt and Thallium were analyzed by EPA Method 6020B.
BDL Below Laboratory Detection Limit
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Qualifiers
B= The sample analyte is found in the associated blank
J= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
Page 1 of 10

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34.04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.62
Analytical Method
Contaminant Of Concern
EPA 9056A
w
LL
c
Q
u
v°1,
Q
m
E
m
E
v
U
E
o
t
U
'o
U
EPA 6010
o
U
`v
u
Z
E
w
M
ut
E
H
E
c
>
iv
CAS #
16984-48-8
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-92-1
7439-97-6
7440-02-0
7782-49-2
7440-22-4
7440-28-0
7440-62-2
7440-66-6
Well ID
Date Collected
Result Qual
Result Qual
Result Qual
Result I Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result I Qual
Result Qual
Result Qual
Result Qual
Result
Qua[
Result Qual
Result Qual
Result Qual
Result Qual
9/14/2017
NOT SAMPLED
(DRY WELL)
1/9/2018
NOT SAMPLED (DRY WELL)
7/10/2018
NOT SAMPLED (DRY WELL)
1/9/2019
NA
<3.9
<5.0
77.6
<.50
<.50
<2.5
NA
<2.5
<2.5
NA
<2.5
<5.0
<2.5
NA
<2.5
<5.0
7/24/2019
NA
<10.0
<30.0
51.3
<2.00
<2.00
<30.0
-10.0
<30.0
1.9
J
NA
<30.0
<30.0
<5.0
<10.0
9.14
J
<50
MW-6
1/8/2020
NA
3.05
1.1
71.8
<3
0.20
1
1.82
NA
1.43
3.08
NA
0.39
J
1.9
0.81
J
NA
4.37
30.7
7/15/2020
NA
<10.0
<10.0
84A
<2.00
<2.00
<10.0
0.999
J
<10.0
7.57
NA
<10.0
<10.0
<5.0
<10.0
<20.0
18.3
J
1/13/2021
NA
6.62
1
BDL
67.0
BDL
BDL
1.61
J
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
12.7
J
7/20/2021
NA
BDL
BDL
50.3
BDL
BDL
1.99
J
1.12
J
BDL
5.68
J
NA
BDL
BDL
BDL
BDL
6.69
J
7.56
J
2/3/2022
NA
<3.0
<4.7
102.000
<0.70
<0.40
<3.7
0.780
J
<4.3
-4.5
NA
<3.5
<4.7
<2.5
0.091
J
6.4
<9.5
7/28/2022
<64.0
<1.03
<4.40
168.000
0.665
1
<0.150
5.230
J
<0.840
4.250
J
17.6
<0.100
<1.61
1.340
J
<1.54
0.186
J
15.9
J
27.2
9/14/2017
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1/9/2018
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
7/10/2018
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1/9/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
7/24/2019
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
Trip Blank
1/8/2020
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
7/15/2020
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1/13/2021
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
7/20/2021
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2/3/2022
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
7/28/2022
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
9/14/2017
NA
<3.9
1 <5
<2.5
<0.5
<0.5
<2.5
1
1 <0.01
<2.5
1
<2.5
NA
1 <2.5
1
1 <5
1
1 <2.5
<0.02
<2.5
13.3
1/9/2018
NA
<3.9
<5
-2.5
<0.5
<0.5
<2.5
NA
<2.5
-2.5
NA
-2.5
<5
<2.5
NA
<2.5
13.3
Field Blank
7/10/2018
NA
<3.9
<5.0
<2.5
<.50
<.50
<2.5
NA
<2.5
<2.5
NA
<2.5
<5.0
<2.5
NA
I
<5.0
1/9/2019
NA
<3.9
<5.0
-2.5
<.50
<.50
<2.5
NA
<2.5
<2.5
NA
<2.5
<5.0
<2.5
NA
<21
<5.0
7/24/2019
NA
<10.0
<10.0
<2.5
<2.00
<2.00
<10.0
j
<10.0
<10.0
<5.00
NA
<10.0
<10.0
<5.0
<10.0
<20.00
<50
1/8/2020
NA
<10.0
<10.0
<2.5
<2.00
<2.00
<10.0
<10.0
<10.0
<5.00
NA
<10.0
<50.0
<5.0
<50.0
<20.00
<50
2LStandard/GWP
/L
2000
30
700
4
2
1
1,000
5
1
100
20
2.0
7.0
1000
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
7) Cobalt and Thallium were analyzed by EPA Method 6020B.
BDL I Below Laboratory Detection Limit
NA INot Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Qualifiers
B= The sample analyte is found in the associated blank.
J= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
Page 2 of 10

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34.04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.62
Analytical Method
EPA 826
Contaminant Of Concern
v
o
Q
v
c
r
EO
`o
O
E
p
m
w
c
N
E
O
t
C
E
p
m
E
w
E
m
c
✓=
o
o
m
W
F
0
c
j
m
N
a
W
W
r
°°
c
O
a
V
w
t
m
;;
C
O
a
�
U
O
d
C
'0
°
U
C
at+
0
p
t
U
E
O
0
-
U
CAS #
67-64-1
107-13-1
71-43-2
74-97-5
75-27-4
75-25-2
74-83-9
78-93-3
135-98-8
75-15-0
56-23-5
108-90-7
75-00-3
67-66-3
Well ID
Date Collected
Result Qual
Result Qual
Result Qual
I Result Qual
Result I Qual
I Result Qual
I Result I Qual
I Result I Qual
I Result I Qual
I Result I Quell
I Result I Quell
I Result I Qual
I Result I Qual
I Result I Qual
9/13/2017
NOT SAMPLED
(DRY WELL)
1/9/2018
NOT SAMPLED (DRY WELL)
7/10/2018
NOT SAMPLED (DRY WELL)
1/9/2019
NOT SAMPLED (DRY WELL)
7/24/2019
NOT SAMPLED (DRY WELL)
MW-1
1/8/2020
NOT SAMPLED (DRY WELL)
7/15/2020
NOT SAMPLED (DRY WELL)
1/13/2021
32.5 J BDL 9.00 NA BDL BDL BDL I I BDL 1 1 0.137 1 NA BDL 0.252 J BDL BDL
7/20/2021
NOT SAMPLED (DRY WELL)
2/3/2022
DRY-
NOT SAMPLED
MW-1R
<31.3
<0.671
1.15
<0.128
14
<0.136
<0.129
C3
<0.605
1.98
C3J
NA
<0.0962
<0.128
<0.116
<0.192
<0.111
9/13/2017
<30
<3.9
4.2
-0.18
<0.18
<0.26
<0.29
<0.96
<1.2
-1.2
<0.25
<0.23
<0.54
<0.14
1/9/2018
<10
<1.9
4.7
<0.17
<0.18
<0.26
<0.29
<0.96
<3.2
<1.2
<0.25
<0.23
<0.54
<0.14
7/10/2018
<30
<3.9
4.2
<.17
<.18
<.26
<.29
<.96
<1.2
-1.2
<.25
<.23
<.54
<.14
1/9/2019
<10
<1.9
3.5
<,17
<,18
<,26
<,29
<,96
<1.2
<1.2
<.25
<.23
<.54
<.14
7/24/2019
<50
<30
3.43
-1.00
<1.00
<1.00
<5.00
<50.0
<1.2
-1.2
<1.00
<1.00
<5.00
<5.00
MW-2R
1/8/2020
5.72
J
<10
2.53
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.2
<1.00
<1.00
<5,00
<5,00
7/15/2020
<50
<30
3.81
<3.00
<5.00
<5.00
<5.00
<50.0
<1.2
<3.2
<3.00
<3.00
<5.00
<5.00
1/13/2021
BDL
I BDL
3.23
NA
I BDL
BDL
BDL
BDL
BDL
NA
BDL
0.124
1
BDL
BDL
7/20/2021
BDL
BDL
3.07
NA
NA
BDL
BDL
BDL
BDL
NA
BDL
0.155
1
BDL
BDL
2/3/2022
<5.1
<1.8
3.3
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
<0.28
<0.65
<0.43
7/28/2022
<11.3
<0.671
3.66
<0.128
14
<0.136
<0.129
C3
<0.605
<1.19
C3
NA
<0.M.2
<0.128
<0.116
<0.192
<0.111
9/13/2017
<10
<1.9
<0.25
<0.18
<0.18
<0.26
<0.29
<0.96
<1.2
<1.2
<0.25
<0.23
<0.54
70.14
1/9/2018
<30
<1.9
<0.25
<0.17
<0.18
<0.26
<0.29
<0.96
<1.2
<1.2
<0.25
1.3
<0.54
<0.14
7/10/2018
10.2
J
<1.9
0.34
J
<,17
<,18
<26
<29
<,96
<1.2
<1.2
<.25
1.2
0.89
J
<14
1/10/2019
23
J
<1.9
<25
<,17
<,18
<26
<29
<,96
<1.2
<1.2
<.25
<.23
<.54
<.14
7/24/2019
10.8
J
<10
0.365
J
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.2
<1.00
1.16
0.705
J
<5.00
MW-3S
1/8/2020
<50
<10
1 0.24
J
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.2
<1.00
0.88
0.68
J
<5.00
7/15/2020
<50
<10
1
0.366
1 J
I <1.00
<1.00
I <1.00
<5.00
<10.0
<1.2
<1.2
<1.00
1 1.82
<5.00
1
<5.00
1/13/2021
161
BDL
0.328
J
NA
BDL
BDL
BDL
BDL
BDL
NA
BDL
1.34
J
0.451
J
BDL
7/20/2021
34.9
J
BDL
0.284
J
NA
NA
BDL
BDL
BDL
BDL
NA
BDL
1.55
0.41
1
BDL
2/3/2022
14.600
J
<1.8
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
1.1
<0.65
<0.43
7/28/2022
<11.3
<0.671
0.231
J
<0.128
J4
<0.136
<0.129
C3
<0.605
<1.19
C3
NA
<0.0962
<0.128
0.768
J
<0.192
<0.111
9/13/2017
-10
-1.9
<0.25
<0.18
<0.18
<0.26
<0.29
<0.96
<3.2
<3.2
<0.25
<0.23
<0.54
<0.14
1/9/2018
<10
<1.9
<0.25
<0.17
<0.18
<0.26
<0.29
<0.96
<1.2
<1.2
<0.25
<0.23
<0.54
<0.14
7/10/2018
<10
<1.9
0.41
J
<.17
<.18
<.26
<.29
<.96
<3.2
<1.2
<.25
0.34
J
<.54
<.14
1/10/2019
<10
<1.9
<.25
<.17
<.18
<.26
<.29
<.96
<3.2
<1.2
<.25
0.35
<.54
<.14
7/24/2019
<50
<10
0.575
J
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.2
<1.00
0.441
J
0.797
J
<5.00
MW-3D
1/8/2020
9.16
J
<10
0.43
J
I <1.00
<1.00
I <1.00
1
11 <5,00
<10.0
<1.2
<1.2
<1.00
0.35
J
0.78
J
<5.00
7/15/2020
<50
<10
0.708
J
<3.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.2
<1.00
1.16
<5.00
<5.00
1/13/2021
BDL
BDL
0.571
J
NA
BDL
BDL
BDL
BDL
BDL
NA
BDL
0.597
J
0.427
J
BDL
7/20/2021
BDL
BDL
OA51
J
NA
NA
BDL
BDL
BDL
BDL
NA
BDL
0.583
1
0.362
1
BDL
2/3/2022
<5.1
<1.8
0.41
1
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
0.53
1
<0.65
<0.43
7/28/2022
<11.3
<0.671
OA14
1
<0.128
14
<0.136
<0.129
C3
<0.605
<1.19
C3
NA
<0.0962
<0.128
0.561
1
0.484
1
<0.111
7/15/2020
<50
<10
0.69
1
<3.00
<1.00
<1.00
<5.00
<10.0
<1.2
<3.2
<3.00
1.08
<5.00
<5.00
1/13/2021
BDL
BDL
0.607
1
NA
BDL
BDL
BDL
BDL
BDL
NA
BDL
0.596
1
0.481
1
BDL
DUP(MW-3D)
7/20/2021
BDL
BDL
0.472
J
NA
NA
BDL
BDL
BDL
BDL
NA
BDL
0.566
J
0.334
J
BDL
2/3/2022
<5.1
<1.8
0.41
1
<0.47
<0.31
<0.34
1
<3.7
1 <4.0
NA
<0.73
<0.33
0.49
1
<0.65
<0.43
7/28/2022
<11.3
1 <0.671
1
0.433
1 J
<0.128
J4
<0.136
<0.129
C3
<0.605
<3.19
C3
NA
<0.0962
<0.128
0.646
J
0.423
J
<0.111
9/13/2017
<10
<1.9
<0.25
<0.18
<0.18
<0.26
<0.29
<0.96
<1.2
<1.2
<0.25
<0.23
<0.54
<0.14
1/9/2018
<10
<3.9
<0.25
<0.17
<0.18
<0.26
<0.29
<0.96
<1.2
<3.2
<0.25
<0.23
<0.54
<0.14
7/10/2018
<10
<1.9
0.33
J
<.17
<,18
<26
<29
<,96
<3.2
<1.2
1
1 25
<.23
<.54
<.14
1/9/2019
<10
<1.9
<25
<.17
<,18
<26
<29
<,96
<1.2
<1.2
<.25
<.23
<.54
<.14
7/24/2019
1 <50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<50.0
<1.2
<1.2
<1.00
<1.00
0.875
J
<5.00
MW-4
1/8/2020
4.56
J
<10
0.19
J
<1.00
<I.00
<5.00
<5.00
<50.0
<1.2
<1.2
<1.00
<1.00
0.62
J
<5.00
7/15/2020
<50
<10
0.402
J
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.2
<1.00
0.198
J
<5.00
<5.00
1/13/2021
BDL
BDL
0.379
J
NA
BDL
BDL
BDL
BDL
BDL
NA
BDL
0.144
1
0.739
1
BDL
7/20/2021
BDL
BDL
0.384
J
NA
NA
BDL
BDL
BDL
BDL
NA
BDL
0.163
J
0.606
1
BDL
2/3/2022
<5A
<1.8
0.4
J
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
<0.28
0.81
1 1
<0.43
7/28/2022
<11.3
<0.671
0.443
J
<0.128
14
<0.136
<0.129
C3
<0.605
<1.19
C3
NA
<0.0962
<0.128
<0.116
0.999
J
<0.111
9/14/2017
<10
<1.9
<0.25
<0.18
<0.18
<0.26
<0.29
<0.96
<1.2
<3.2
<0.25
<0.23
<0.54
<0.14
1/9/2018
<10
<1.9
<0.25
<0.17
<0.18
<0.26
<0.29
<0.96
1 <1.2
<1.2
11
<0.25
<0.23
<0.54
<0.14
7/10/2018
11.3
1
<1.9
<.25
<.17
<.18
<.26
<.29
<.96
<1.2
<1.2
<.25
<.23
<.54
<.14
1/9/2019
<10
<3.9
<.25
<.17
1 18
<26
<29
<,96
<1.2
<1.2
<.25
<.23
<.54
<.14
7/24/2019
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.2
<1.00
<1.00
<5.00
<5.00
MW-5
1/8/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.2
<1.00
1
1 <1.00
<5.00
<5.00
7/15/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<12
<1.2
<1.00
<1.00
<5.00
<5.00
1/13/2021
BDL
I
I BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
7/20/2021
BDL
BDL
BDL
NA
NA
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
2/3/2022
<5.1
<1.8
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
<0.28
<0.65
<0.43
7/28/2022
<11.3
<0.671
<0.0941
<0.128
14
<0.136
<0.129
C3
<0.605
<1.19
1 C3
NA
0.945
1
<0.128
<0.116
<0.192
<0.111
2L Standard/GWP (µg/L)
6,000
NE
1
0.64
0.6
4
10
4,000
70
700
0.3
1 50
1 3,000
70
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
BDL Below LaboratoryDetection Limit
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
Page 3 of 10

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34.04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.62
Analytical Method
EPA 826
Contaminant Of Concern
w
v
Q
01
o
w
In
v
c
r
v
EE
`o
u
O
E
O
c`p
w
c
N
E
O
t
"
-°
E
O
m
E
w
E
2
m
c
t
o'o
E
O
m`
W
F
y
m
m
N
v
W
W
°°
N
o
a
u
w
a
t
o
a
`
U
O
v
C
°
U
C
at+
°
`
o
p
u
E
O
o
-
u
CAS #
67-64-1
107-13-1
71-43-2
74-97-5
75-27-4
75-25-2
74-83-9
78-93-3
135-98-8
75-15-0
56-23-5
108-90-7
75-00-3
67-66-3
Well ID
Date Collected
Result Qual
Result Qual
Result Qual
I Result Qual
Result I Qual
I Result Qual
I Result I Qual
I Result I Qual
I Result I Qual
I Result I Qual
I Result I Qual
I Result I Qual
I Result I Qual
I Result I Qual
9/14/2017
NOT SAMPLED
(DRY WELL)
1/9/2018
NOT SAMPLED (DRY WELL)
7/10/2018
NOT SAMPLED (DRY WELL)
1/9/2019
<10
<1.9
<.25
<.17
<.18
<.26
<.29
<.96
<1.2
<1.2
<.25
<.23
<.54
7/24/2019
<50
<10
-1.00
-1.00
<1.00
<1.00
<5.00
<10.0
<1.2
-1.2
<1.00
<3.00
<5.00
MW-6
1/8/2020
<50
<10
4.00
<1.00
<5.00
<5.00
<5.00
<10.0
<1.2
-1.2
<1.00
<3.00
<5.00
7/15/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.2
<1.00
<1.00
<5.00
1/13/2021
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
P�5.00
7/20/2021
BDL
BDL
BDL
NA
NA
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
2/3/2022
<5.1
<1.8
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
<0.28
<0.65
7/28/2022
<11.3
<0.671
<0.0941
<0.128
J4
<0.136
<0.129
C3
<0.605
<1.19
C3
NA
<0.0962
<0.128
<0.116
<0.192
9/14/2017
<10
<1.9
<0.25
<0.18
<0.18
<0.26
<0.29
<0.96
<1.2
<1.2
<0.25
<0.23
<0.54
1/9/2018
<10
1 <3.9
1
<0.25
1
1 <0.17
<0.18
<0.26
11
<0.29
<0.96
<1.2
1
<1.2
<0.25
<0.23
<0.54
1
<0.14
7/10/2018
<10
<1.9
<.25
<.17
<.18
<.26
<.29
<.96
<3.2
<1.2
<.25
<.23
<.54
<.14
1/9/2019
<10
<1.9
<.25
<,17
<,18
<.26
<.29
<.96
<1.2
<1.2
<.25
<.23
<.54
<.14
7/24/2019
<50
<10
<1.00
<1.00
<3.00
<3.00
<5.00
<30.0
<3.2
<1.2
<1.00
<1.00
<5.00
<5DO
Trip Blank
1/8/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<3.2
<1.00
<1.00
<5.00
<5.00
7/15/2020
<50
<10
<1.00
<1.00
<3.00
<3.00
-5.00
-10.0
<1.2
<3.2
<1.00
<3.00
<5.00
<5.00
1/13/2021
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
7/20/2021
BDL
BDL
BDL
NA
NA
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
2/3/2022
<SA
<1.8
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
NA
<0.73
<0.33
<0.28
<0.65
<0.43
7/28/2022
<5.1
<1.8
<0.34
<OA7
J4
-0.31
-0.34
C3
4.7
<3.19
C3
NA
<0.0962
<0.128
<0.116
<0.192
<0.111
9/14/2017
<10
<1.9
<0.25
<0.18
<0.18
<0.26
<0.29
<0.96
<1.2
<1.2
<0.25
<0.23
<0.54
<0.14
1/9/2018
<SO
<1.9
<0.25
<0.17
<0.18
<0.26
-0.29
-0.96
< 22
<1.2
<0.25
<0.23
<0.54
<0.14
Field Blank
7/10/2018
<10
<1.9
<.25
<,17
<,18
<,26
<.29
<.96
<1.2
<1.2
<.25
<.23
<.54
<.14
1/9/2019
<10
<1.9
<
<,17
<.18
<.26
<.29
<.96
<1.2
<1.2
<.25
<23
<.54
<.14
7/24/2019
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.2
<1.00
<1.00
<5.00
<5.00
1/8/2020
<50
<10
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.2
<1.2
<1.00
1 <5.00
1
<5.00
2LStandard/GWP
/L
6,000
1 NE
1
10.64
1 0.6
4
10
4000
70
700
1 50
1 3,000
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
BDL I Below Laboratory Detection Limit
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
Page 4 of 10

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34.04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.62
Analytical Method
EPA 8260
Contaminant Of Concern
E
`o
w
c
o
u
y
O
cl
rl
W
E
O
O
o
,
p
C
L
o
0
cl
N
W
a
o
0
C
O
o
u
cl
C
O
a
u
y
c
0
O
p
i
�'
L
O
a
u
L
O
a
u
L
O
o`
u
W
p
'p
2
O
CAS #
74-87-3
96-12-8
124-48-1
106-93-4
74-95-3
95-50-1
106-46-7
110-57-6
75-34-3
107-06-2
75-35-4
156-59-2
156-60-5
Well ID
Date Collected
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
al
Result I Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
9/13/2017
NOT
SAMPLED (DRY WELL)
1/9/2018
NOT
SAMPLED (DRY WELL)
7/10/2018
NOT SAMPLED (DRY WELL)
1/9/2019
NOT SAMPLED (DRY WELL)
7/24/2019
NOT SAMPLED (DRY WELL)
MW-1
1/8/2020
NOT SAMPLED (DRY WELL)
7/15/2020
NOT SAMPLED (DRY WELL)
1/13/2021
BDL BDL NA BDL BDL 0.293 J 1 15.2 1 1 NA 1.15 2.42 BDL 112 0.448 1 J
7/20/2021
NOT SAMPLED (DRY WELL)
2/3/2022
DRY- NOT SAMPLED
MW-SR
<0.960
<0.00748
<0.140
<0.00536
-0.122
-0.107
-0.120
<0.467
C3
0.264
J
<0.0819
-0.188
7.72
C5 J4
-0.149
9/13/2017
<0.11
<2.0
<0.21
<0.27
<0.21
<0.3
4.3
<1.0
L3
16.5
<0.24
<0.56
36
1.2
1/9/2018
<0.11
<2.0
<0.21
<0.27
<0.21
<0.3
4.8
<1.0
16.5
<0.24
<0.56
39.8
1.2
7/10/2018
<,11
<2.0
<,21
<,27
<,21
<.30
4.3
<1.0
14.5
0.83
J
<.56
34.3
1.1
1/9/2019
<,11
<2.0
<,21
<,27
<,21
<,30
3.9
<1.0
12.5
<.24
<,56
28.4
<,49
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<3.00
4.04
1.03
12.5
<1.00
<3.00
28.7
1.03
MW-2R
1/8/2020
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
2.58
<1
8.35
0.40
J
<1.00
19.4
0.59
7/15/2020
<2.5
<5.00
<1.00
<1.00
<1.00
0.189
J
4.88
1.03
12.0
0.622
J
<3.00
32.5
1.02
1/13/2021
BDL
BDL
NA
BDL
BDL
0.136
J
4.22
NA
9.98
0.526
J
BDL
27.1
0.815
J
7/20/2021
BDL
BDL
BDL
BDL
BDL
0.215
J
4.81
NA
9.24
0.520
J
BDL
C3
26.2
0.85
J
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
3.8
<0.56
10.6
<0.32
<0.35
30.3
0.82
J
7/28/2022
<0.960
<0.00763
<0.140
<0.00547
<0.122
-0.107
<0.120
<0.467
C3
10.5
<0.0819
<0.188
31.1
C5 J4
0.906
J
9/13/2017
<0.11
<2.0
<0.21
<0.27
<0.21
<0.3
1.5
<1.0
L1
<0.32
<0.24
<0.56
5.6
<0.49
1/9/2018
<0.11
<2.0
<0.21
<0.27
<0.21
<0.3
1.8
<1.0
<0.32
<0.24
<0.56
4.5
<0.49
7/10/2018
<,11
<2.0
<,21
<,27
<,21
<,30
1.6
<1.0
0.74
J
9.54
J
<.56
4.7
<,49
1/10/2019
<,11
<2.0
<,21
<,27
<,21
<,30
1.5
<1.0
0.61
J
<,24
<,56
2.5
<,49
7/24/2019
<2.5
<5.00
<3.00
<3.00
<3.00
<3.00
1.56
<1.0
0.831
J
<3.00
<3.00
3.81
<1.00
MW-3S
1/8/2020
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
1.0
<1.0
OA1
J
0.17
J
<1.00
1.97
<1.00
7/15/2020
<2.5
<5.00
<1.00
<1.00
<1.00
<3.00
1.65
<1.0
0.528
J
0.259
J
<1.00
2.52
<1.00
1/13/2021
BDL
BDL
NA
BDL
BDL
BDL
1.55
NA
0.429
J
0.23
J
BDL
1.35
BDL
7/20/2021
BDL
BDL
BDL
BDL
BDL
0.116
J
BDL
NA
0.451
J
0.272
J
BDL
C3
0.984
J
BDL
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
1.7
<0.56
0.53
J
<0.32
<0.35
1.6
<0.40
7/28/2022
<0.960
<0.00770
<0.140
<0.00552
<0.122
<0.107
<0.120
<0.467
C3
0.486
J
<0.0819
<0.188
2.47
C5 J4
<0.149
9/13/2017
<0.11
<2.0
<0.21
<0.27
<0.21
<0.3
2.6
<1.0
Ll
1.8
<0.24
<0.56
<0.19
<0.49
1/9/2018
<0.11
<2.0
<0.21
<0.27
<0.21
<0.3
3.8
<1.0
2.3
<0.24
<0.56
37.2
<0.49
7/10/2018
<.11
<2.0
<.21
<.27
<.21
<.30
3.5
<1.0
1.8
0.78
J
<.56
17.3
<,49
1/10/2019
<,11
<2.0
<,21
<,27
<,21
<.30
3.3
<1.0
1
32
<.24
<.56
24.7
<,49
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
3.95
<1.0
2.05
0.696
J
<1.00
23.4
<1.00
MW-31D
1/8/2020
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
2.69
<1.0
1.29
0.49
J
<1.00
13.7
<1.00
7/15/2020
<2.5
1
<5.00
<1.00
<1.00
11
<3.00
0.151
J
4.77
<1.0
1.76
0.711
J
<3.00
16.5
<1.00
1/13/2021
BDL
BDL
NA
BDL
BDL
0.117
J
4A3
NA
1.51
0.589
J
BDL
11.5
BDL
7/20/2021
BDL
BDL
BDL
BDL
BDL
0.174
J
5.00
NA
1.26
0.571
J
BDL
C3
8.81
BDL
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
3.8
<0.56
1.3
0.47
J
<0.35
9.8
<0.40
7/28/2022
<0.960
<0.00755
<0.140
<0.00541
<0.122
<0.107
4.33
<0.467
C3
1.21
<0.0819
<0.188
8.47
CS J4
<0.149
7/15/2020
<2.5
<5.00
<3.00
<3.00
<1.00
0.143
J
4.61
<1.0
1.7
0.712
J
<3.00
15.8
<1.00
1/13/2021
BDL
BDL
NA
BDL
BDL
BDL
4.56
NA
1.56
0.656
J
BDL
11.8
BDL
DUP(MW-3D)
7/20/2021
BDL
BDL
BDL
BDL
BDL
0.168
J
4.87
NA
1.19
0.53
J
BDL
C3
7.58
BDL
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
3.8
<0.56
1
1 1.2
<0.32
1 <0.35
9.5
<0.40
7/28/2022
<0.960
<0.00793
<0.140
<0.00568
<0.122
<0.307
-0.120
-0.467
C3
1.21
-0.0819
-0.188
9.55
C5 J4
-0.149
9/13/2017
<0.11
<2.0
<0.21
<0.27
<0.21
<0.3
2.2
<1.0
L1
1.9
<0.24
<0.56
16.5
<0.49
1/9/2018
<0.11
<2.0
<0.21
<0.27
<0.21
<0.3
2.1
<1.0
1.7
<0.24
<0.56
15.3
<OA9
7/10/2018
<,11
<2.0
<,21
<,27
<,21
<,30
2.2
<1.0
1.7
0.33
J
<.56
15.8
<,49
1/9/2019
<,11
<2.0
<,21
<,27
<,21
<,30
1.8
<1.0
<.32
<,24
<,56
14.1
<,49
7/24/2019
<2.5
<5.00
<5.00
<5.00
15.00
<5.00
2.12
<1.0
1A1
<5.00
<5.00
13.3
<1.00
MW-4
1/8/2020
0.210
J
<5.00
<5.00
<5.00
<5.00
<5.00
1.2
<1.0
0.83
<5.00
<5.00
7.99
<1.00
7/15/2020
<2.5
1 <5.00
<1.00
<1.00
<1.00
0.117
J
2A6
<1.0
1.39
<1.00
<1.00
15.9
<1.00
1/13/2021
BDL
BDL
NA
BDL
BDL
BDL
2.21
NA
1.39
0.106
J
BDL
16
BDL
7/20/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
1
1.15
BDL
BDL
C3
14.4
BDL
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
1.9
<0.56
1.4
<0.32
<0.35
16.8
<0.40
7/28/2022
<0.960
<0.00755
<0.140
<0.00541
<0.122
<0.307
<0.120
<0.467
C3
1.22
<0.0819
1 <0.188
1
1 15
C5 J41
<0.149
9/14/2017
<0.11
<2.0
<0.21
1 <0.27
<0.21
<0.3
<0.33
<3.0
L3
<0.32
<0.24
<0.56
<0.49
1/9/2018
<0.11
<2.0
<0.21
<0.27
<0.21
<0.3
<0.33
<1.0
<0.32
<0.24
<0.56
<0.49
7/10/2018
<.11
<2.0
<,21
<,27
<,21
<.30
<,33
<1.0
<.32
0.25
J
<.56
<.49
1/9/2019
<,11
<2.0
<,21
<,27
<,21
<.30
<,33
<1.0
<,32
<,24
<,56
<,49
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<3.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
MW-5
1/8/2020
<2.5
<5,00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
MBDL
<1.00
7/15/2020
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
d.00
<1.00
<1.00
1/13/2021
BDL
BDL
NA
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
7/20/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
C3
BDL2/3/2022
<0.54
<0.34
<0.36
<0.27
<039
<034
<033
<0.56
<0.37
<0.32
<0.350.40
7/28/2022<0.960
<0.00778
<0.140
<0.00557
<0.122
<0.107
<0.120
<0.467
C3
<0.100
<0.0819
<0.188
0.149
2L Standard/GWP (µg/L)
3
0.04
0.4
0.02
70 3
20
6
NE
6
0.4
350
70
100
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
BDL Below Laboratory Detection Limit
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
C3= The reported concentration is an estimate. The continuing calibration standard associated with this data responded low.
Method senseitivity check is acceptable.
L1= Analyte recovery in the laboratory control samples was above QC limits. Results for this analyte in associated samples
may be biased high.
Page 5 of 10

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34.04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.62
Analytical Method
EPA 8260
w
c
y
N
W
m
O
W
C
O
y
C
C
C
N
L
L
L
v
p
L
o
L
E
O
L
N
W
L
L
°
O
O
O
O
O
Contaminant Of Concern
E
y
°
o
o
`O
`O
t
o
`O
o
r
u
°
t
E
E
t
:Eu
:Eu
0
t
E
E
o
o
u
0
u
0
6
0
0
0
0
N
-2
v
N
e+
N
0
0
N
V
.�
9
0
c'
N
rl
i
<'
CAS #
74-87-3
96-12-8
124-48-1
106-93-4
74-95-3
95-50-1
106-46-7
110-57-6
75-34-3
107-06-2
75-35-4
156-59-2
156-60-5
Well ID
Date Collected
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result I Qual
Result Qual
Result Qual
Result Qua[
Result Qual
dJJJJJJJJktLL
Result Qual
9/14/2017
NOT
SAMPLED (DRY WELL)
1/9/2018
NOT
SAMPLED (DRY WELL)
7/10/2018
NOT SAMPLED (DRY WELL)
1/9/2019
<.11
<2,0
<.21
<,27
<.21
<,30
<.33
<1.0
<.32
<,24
<,56
<,19
<,49
7/24/2019
<2.5
<5.00
<3.00
<3.00
<1.00
<1.00
<1.00
<1.0
<1.00
<3.00
<3.00
<1.00
<1.00
MW-6
1/8/2020
<2.5
<5.00
<5.00
<5.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<3.00
<1.00
<1.00
7/15/2020
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
<1.00
1/13/2021
BDL
BDL
NA
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
7/20/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
C3
BDL
BDL
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
<0.33
<0.56
<0.37
<0.32
<0.35
<0.38
<0.40
7/28/2022
<0.960
<0.00748
<0.140
<0.00536
<0.122
-0.107
<0.120
<0.467
C3
<0.300
<0.0819
-0.188
<0.126
14
-0.149
9/14/2017
<0.11
<2.0
<0.21
<0.27
<0.21
<0.3
<0.33
<1.0
LS
<0.32
<0.24
<0.56
<0.19
<0.49
1/9/2018
<0.11
1
1 <2.0
1 <0.21
<0.27
11
<0.21
<0.3
<0.33
1
<1.0
<0.32
<0.24
<0.56
11
<0.19
<0.49
7/10/2018
<.11
<2.0
<.21
<.27
<.21
<.30
<.33
<1.0
<,32
<,24
<.56
<.19
<.49
1/9/2019
<,11
<2.0
<.21
<,27
<,21
<,30
<.33
<1.0
<.32
<.24
<.56
<.19
<.49
7/24/2019
<2.5
<5.00
<3.00
<3.00
<3.00
<3.00
<5.00
<1.0
<5.00
<5.00
<5.00
<5.00
<5.00
Trip Blank
1/8/2020
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
<1.00
7/15/2020
<2.5
<5.00
-1.00
-1.00
-1.00
-1.00
<3.00
<3.0
-1.00
4.00
-1.00
<3.00
<3.00
1/13/2021
BDL
BDL
NA
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
7/20/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
C3
BDL
BDL
2/3/2022
<0.54
<0.34
<0.36
<0.27
<0.39
<0.34
<0.33
<0.56
<0.37
<0.32
<0.35
<0.38
<0.40
7/28/2022
<0.960
NA
<0.140
NA
<0.122
<0.107
<0.120
<OA67
C3
<0.100
<0.0819
<0.188
<0.126
J4
<0.149
9/14/2017
<0.11
<2.0
<0.21
<0.27
<0.21
<0.3
<0.33
<1.0
L1
<0.32
<0.24
<0.56
<0.19
<0.49
1/9/2018
<0.11
<2.0
<0.21
<0.27
<0.21
<0.3
<0.33
<1.0
<0.32
<0.24
-0.56
-0.19
<0.49
7/10/2018
<.11
<2.0
<,21
<,27
<,21
<,30
<.33
<1.0
<.32
<.24
<.56
<.19
<.49
Field Blank
1/9/2019
<.11
<2.0
<.21
<.27
<.21
<.30
<.33
<1.0
<.32
<.24
<.56
<.19
<.49
7/24/2019
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
<1.00
1/8/2020
<2.5
<5.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.0
<1.00
<1.00
<1.00
<1.00
<1.00
2L Standard/GWP
/L
3
0.04
1 0.4
0.02
20
6
NE
0.4
350
0
100
Notes:
I) All results provided in pg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
BDL Below Laboratory Detection Limit
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
C3= The reported concentration is an estimate. The continuing calibration standard associated with this data responded low.
Method senseitivity check is acceptable.
L1= Analyte recovery in the laboratory control samples was above QC limits. Results for this analyte in associated samples
may be biased high.
Page 6 of 10

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34.04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.62
Analytical Method
v
O
w
O
v
a
d
C
�
H
Contaminant Of Concern
a
o
O
Q
2
o
0
t
o
r
O
w
y
w
a
u
2
0
0
N
Ci
G
_
W
N
0
Oa
u
A
_
CAS #
78-87-5
10061-01-5
10061-02-6
108-20-3
100-41-4
591-78-6
74-88-4
98-8,
Well ID
Date Collected
Result Qual
Result I Qual
Result I Qual
Result I Qual
Result I Qual
Result I Qual
Result Qual
Result
9/13/2017
1/9/2018
7/10/2018
1/9/2019
MW-1
7/24/2019
1/9/2018
MW-2R
EPA 8260
mv
v
c
C
y
W
c
y
c
y
N
0
a
o'
O
L
W
O
C
v
m
••
C
v
r
v
O
O
L
y
0
N
O
c
L
N
~
Z
~
~
i
ut
y
T
L
N
W
6
L
W
N
H
V
/9-87-6
75-09-2
108-10-1
1634-04-4
91-20-3
100-42-5
630-20-6
79-34-5
127-18-4
108-88-3
ult Qual
Result I Qual
Result I Coal
Result Coal
Result I Qual
Result I Qual
Result Qual
Result I Qual
Result I Qual
Result Qual
NOT SAMPLED
(DRY WELL)
NOT SAMPLED (DRY WELL)
NOT SAMPLED (DRY WELL)
NOT SAMPLED (DRY WELL)
NOT SAMPLED (DRY WELL)
NOT SAMPLED (DRY WELL)
7/15/2020 4.46 <3.00 <3.00 0.269 1 <3.00 NA NA 0.216 1 NA <5.00 <30.0 0.34 NA <3.00 <3.00 <3.00 0.507
1/13/2021 3.76 NA BDL 0.234 1 BDL NA NA 0.272 1 BDL BDL BDL 0.323 1 BDL BDL BDL BDL 0.313 J BDL
7/20/2021 3.64 BDL BDL 0.241 1 1 1 BDL NA 1 1 NA 1 1 OA21 1 1 1 BDL BDL BDL 0.313 1 1 1 BDL BDL BDL BDL I I BDL BDL
2/3/2022 3.5 <0.36 <0.36 NA <0.30 <0.48 <9.7 NA NA <2.0 <2.7 NA NA <0.29 <0.31 <0.22 1 1 <0.29 <0.48
MW-3S
<1D0L0 NDA <10.0 0.68 J NA <1.0L0 <1.00 <100 <1.W100 BBL L 0DL B100 <DL BDL BDL BDL
J <N.00 B100 <
1/15220.29A <DL BDL A A D<1.00
BDL
7/20/2021 1 0.394 J BDL BDL BDL BDL NA NA BDL BDL BDL BDL 0.187 J BDL BDL BDL BDL BDL BDL
2/3/2022 <0.36 <0.36 <0.36 NA <0.30 <0.48 <9.7 NA NA <2.0 <2.7 NA NA <0.29 <0.31 <0.22 1 1 0.29
MW-3D
31 . . NA <03<0748 <69.07 N0<0.3<0<<0.48
<0.1<080 <0.Q2//2022 0084 1 <031 <<03
7/28/2022 4<0116 01168 CJ4 A 37 7 NA NA <0.430 <0.478 NA NA <0.<0.147 0.1300 7/15/2020 1.09 <3.00 <3.00 <3.00 13.00 NA NA <3.00 NA <5.00 130.0 0.384 1 NA <3.00 <3.00 <3.00 <3.00 <3.00
1/13/2021 1.00 1 NA BDL BDL BDL NA NA BDL BDL BDL BDL 0.337 1 BDL BDL BDL BDL BDL BDL
DUP(MW-3D) 7/20/2021 1 0.959 1 1 I BDL BDL BDL BDL NA NA BDL BDL BDL BDL 0.303 1 J I BDL BDL BDL BDL BDL BDL
MW-4
sirwrurui_111111111110 unJ• 111111111110 ■nr11111111111 111111111110 unJ• 111111111110 rlm>• 111111111110 ■n.J• crz311111111111111 111111111111111OF _3 rlmi• OF 3 �-N�4 •�1• OF rlmi• rlmi• rlmi• ■m>• ■m>•
7/10/2018
<.27
1
13
1
1 26
1 NA
1 1.5
1
46
1
1 32
1 97
1
NA
1
1 97
1 33
1 NA
I
I NA
1 1.1
1 33
1
40
1
1 46
1 26
1/9/2019
<,27
<.13
<.26
NA
<.30
<.46
<.32
<.97
NA
<.97
<.33
NA
NA
<.26
<.33
<.40
<.46
<.26
7/24/2019
<1.00
<1.00
<3.00
NA
<1.00
<1.00
<1.00
<5.00
NA
<5.00
<10.0
NA
NA
<1.00
<1.00
<1.00
<1.00
<1.00
MW-5
1/8/2020
<1.00
<1.00
<1.00
NA
<1.00
<1.00
<1.00
<5.00
NA
<5. 00
<10.0
NA
NA
<3.00
<1.00
<3.00
<3.00
<1.00
7/15/2020
<1.00
<3.00
<1.00
<3.00
<3.00
NA
NA
<1.00
NA
<5.00
<30.0
<1.00
NA
<3.00
<1.00
<1.00
<1.00
<1.00
1/13/2021
BDL
NA
BDL
BDL
BDL
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
7/20/2021
BDL
BDL
BDL
BDL
0.139
J
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
2/3/2022
<0.36
<0.36
<0.36
NA
<0.30
<0.48
<9.7
NA
NA
<2.0
<2.7
NA
NA
<0.29
<0.31
<0.22
<0.29
<0.48
7/28/2022
<0.149
<0.111
<0.118
C314
NA
<0.137
<0.787
<6.00
NA
NA
<0.430
<0.478
NA
NA
<0.118
C3
<0.147
<0.133
<0.300
<0.278
2L Standard/GWP
(µg/L)
1 0.6
0.4
OA
70
600
1 40
NE
70
25
5
100
20
6
70
1
1 0.2
0.7
600
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
BDL Below Laboratory Detection Limit
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Qualifiers
1= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
C9= Common Laboratory Contaminant
Page 7 of 10

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34.04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.62
Analytical Method
8260
v
m
v
v
v
a
a
o
11
c
v
c
v
c
v
v
t
w
t
t
v
c
2
p
O
tw°
o
o
,
v
o
O
vc
Contaminant Of Concrn
U
v
u2
t
2
°
o
F-
Cli�_
O
W
N
O
O
at+
N
T
Z
F
F
N
'
-
O
-
y
T
t
N
y
M
V
A
W
r
V
CAS #
78-87-5
1 10061-01-5
1 10061-02-6
1 108-20-3
1 100-41-4
1 591-78-6
1 74-88-4
1 98-82-8
1 99-87-6
1 75-09-2
1 108-10-1
1 1634-04-4
1 91-20-3
1 100-42-5
1 630-20-6
1 79-34-5
1 127-18-4
1 108-88-3
Well ID
Date Collected
Result Qual
Result Qual
Result Qual
Result GINMENUft
I Qual
Result Qual
Result Qual
Result Qual
ult I Qual
I Result I Qual
I Resul
Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
9/14/2017
NOT SAMPLED
(DRY WELL)
1/9/2018
NOT SAMPLED (DRY WELL)
7/10/2018
NOT SAMPLED (DRY WELL)
1/9/2019
<.27
<.13
<.26
NA
<.30
c46
<.32
<.97
NA
<.97
<.33
NA
NA
<.26
<.33
<.40
<.46
<.26
7/24/2019
<1.00
<1.00
<3.00
NA
<3.00
<1.00
<1.00
<5.00
NA
<5.00
-10.0
NA
NA
-1.00
4.00
d.00
-1.00
<3.00
MW-6
1/8/2020
<1.00
<3.00
<3.00
NA
-1.00
-1.00
<1.00
<5.00
NA
<5.00
-10.0
NA
NA
<3.00
<3.00
<3.00
<3.00
<3.00
7/15/2020
<1.00
<1.00
<1.00
<1.00
<1.00
NA
NA
<1.00
NA
<5.00
<10.0
<1.00
NA
<1.00
<1.00
<1.00
<1.00
<1.00
1/13/2021
BDL
NA
BDL
BDL
0.217
1
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
1.8
7/20/2021
BDL
BDL
BDL
BDL
1.02
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
7.10
2/3/2022
<0.36
-0.36
-0.36
NA
<0.30
<0.48
<9.7
NA
NA
<2.0
<2.7
NA
NA
<0.29
<0.31
<0.22
<0.29
<0.48
7/28/2022
<0.149
<0.111
<0.118
C3 A
NA
<0.137
<0.787
<6.00
NA
NA
<0.430
<0.478
NA
NA
<0.118
C3
<0.147
<0.133
<0.300
<0.278
9/14/2017
<0.27
<0.13
<0.26
NA
-0.3
<0.46
<0.32
<0.97
NA
<0.97
<0.33
NA
NA
<0.26
<0.33
<0.4
<0.46
<0.26
1/9/2018
<0.27
<0.13
1
1 <0.26
1 NA
<0.3
1
1 <0.46
<0.32
<0.97
NA
1
1 <0.97
1 <0.33
1
NA
NA
1 <0.26
1 <0.33
1
<0.4
1
1 <0.46
<0.26
7/10/2018
<.27
<.13
<.26
NA
<.30
<.46
<.32
<.97
NA
<.97
<.33
NA
NA
<.26
<.33
<.40
<.46
<.26
1/9/2019
<.27
<,13
<,26
NA
<.30
<,46
<.32
<.97
NA
<.97
<.33
NA
NA
<.26
<.33
<.40
<,46
<.26
7/24/2019
<1.00
1
<1.00
<1.00
NA
<1.00
<1.00
<3.00
<5.00
NA
<5.00
<30.0
NA
NA
<1.00
<1.00
<1.00
<1.00
1 <1.00
Trip Blank
1/8/2020
<1.00
<1.00
<1.00
NA
<1.00
<1.00
<1.00
<5.00
NA
<5.00
<10.0
NA
NA
<1.00
<1.00
<1.00
<1.00
<1.00
7/15/2020
<1.00
<1.00
<1.00
<1.00
<1.00
NA
NA
<1.00
NA
<5.00
<10.0
<1.00
NA
<1.00
<1.00
<1.00
<1.00
<1.00
1/13/2021
BDL
NA
BDL
BDL
BDL
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
7/20/2021
BDL
BDL
BDL
BDL
BDL
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
2/3/2022
<0.36
<0.36
<0.36
NA
<0.30
<0.48
<9.7
NA
NA
<2.0
<2.7
NA
NA
<0.29
<0.31
<0.22
<0.29
<0.48
7/28/2022
<0.149
<0.131
<0.118
C3 A
NA
<0.137
<0.787
<6.00
NA
NA
<0.430
<0.478
NA
NA
<0.118
C3
<0.147
<0.133
<0.300
<0.278
9/14/2017
<0.27
1 <0.13
1
1 <0.26
1
1 NA
1
<0.3
<0.46
<0.32
<0.97
NA
<0.97
<0.33
NA
NA
<0.26
<0.33
<0.4
<0.46
<0.26
1/9/2018
<0.27
<0.13
<0.26
NA
<0.3
11
1 <0.46
<0.32
<0.97
NA
<0.97
1
1 <0.33
1
NA
NA
1
<0.26
1
1 <0.33
1
<0.4
<0.46
<0.26
Field Blank
7/10/2018
<,27
<,113
6
NA
<
<,46
<32
97
NA
<.97
<,33
NA
NA
<,26
<.33
<.40
<<..46
<.26
27
2
N
<,
30
46
<,32
1.6
NA
1.6
C9
<.33
A
A
<326
<333
401/9/2019
46
<26
7/24/2019
1.00
<3.00
<3.00
NA
<3.00
1.00
1.00
<5.00
NA
<5.00
<30.
N
NA
.00
<300
.00
5.00
5.00
NA
3.00
3.00
3.00
5.00
NA
5.00
<50
.
<3.00
<3.001/8/2020
2LStandard/GWP
/L
0.4
r
70
40
NE
25
100
20
6
70
1 1
0.2_JWO.7
1 600
Notes:
1) All results provided in Ng/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
b) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
BDL Below Laboratory Detection Limit
NA INot Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Qualifiers
1= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
C9= Common Laboratory Contaminant
Page 8 of 10

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34.04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.62
Analytical Method
EPA 8260
EPA 8260D-SIM
Contaminant Of Concern
0
P
e+
1
o
P
N
,y
t
°
0
O
o
°
N
a
.t.
V
N
a
.s.
cS
cl
a
«
N
cl
a
m
i
7
o
~
°
X
e°a
°
v
CAS #
71-55-6
79-00-5
79-01-6
75-69-4
96-18-4
95-63-6
526-73-8
108-67-8
108-05-4
75-01-4
1330-20-7
1 123-91-1
Well ID
Date Collected
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result
Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
Result Qual
9/13/2017
NOT
SAMPLED
(DRY WELL)
1/9/2018
NOT SAMPLED (DRY WELL)
7/10/2018
NOT SAMPLED (DRY WELL)
1/9/2019
NOT SAMPLED (DRY WELL)
7/24/2019
NOT SAMPLED (DRY WELL)
MW-1
1/8/2020
NOT SAMPLED (DRY WELL)
7/15/2020
NOT SAMPLED (DRY WELL)
1/13/2021
BDL BDL 1.01 BDL BDL 1.93 1 1 0.192 1 J 2.91 NA 3.57 4.34 NA
7/20/2021
NOT SAMPLED (DRY WELL)
2/3/2022
DRY- NOT
SAMPLED
MW-1R
<0.149
-0.158
0.373
J
-0.160
<0.237
NA
NA
NA
<0.692
C3
3.73
8.55
-0.597
9/13/2017
<0.48
<0.29
3.7
<0.2
<0.41
NA
<0.41
NA
<0.35
5.2
<0.66
NA
1/9/2018
<0.48
<0.29
2.8
<0.2
<0.41
NA
<0.41
NA
<0.35
6.4
<0.66
NA
7/10/2018
<.48
<.29
2.9
<.20
<.41
NA
<.41
NA
<.35
4.6
<.66
NA
1/9/2019
<.48
<.29
2.2
<.20
<.41
NA
<,41
NA
<.35
4.2
<.66
NA
7/24/2019
<1.00
<1.00
2.76
<5.00
<2.50
NA
-2.50
NA
<3.00
4.51
<3.00
NA
MW-2R
1/8/2020
<1.00
<1.00
1.55
<5.00
<2.50
NA
<2.50
NA
<1.00
3.65
<3.00
NA
7/15/2020
<1.00
<1.00
2.09
<5.00
<2.50
NA
0.141
J
NA
NA
4.17
-3.00
NA
1/13/2021
BDL
BDL
1A6
BDL
BDL
BDL
0.138
J
BDL
NA
3.77
BDL
NA
7/20/2021
BDL
BDL
0.700
J
0.160
C3J
BDL
BDL
BDL
BDL
NA
4.02
C3
BDL
NA
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
NA
NA
<1.3
4
<0.34
NA
7/28/2022
<0.149
-0.158
0.566
J
<0.160
<0.237
NA
NA
NA
<0.692
C3
4.84
<0.174
1.35
J
9/13/2017
<0.48
<0.29
<0.47
<0.2
<0.41
NA
<0.41
NA
<0.35
2.5
<0.66
NA
1/9/2018
<0.48
<0.29
<0.47
<0.2
<0.41
NA
-0.41
NA
<0.35
2.7
<0.66
NA
7/10/2018
<.48
<.29
<.47
<.20
<.41
NA
<.41
NA
<.35
2.8
<.66
NA
1/10/2019
<.48
<.29
<.47
<.20
<.41
NA
<.41
NA
<.35
2.6
<.66
NA
7/24/2019
<3.00
<3.00
<1.00
<5.00
<2.50
NA
-2.50
NA
<3.00
3.29
<3.00
NA
MW-3S
1/8/2020
<5.00
<5.00
<5.00
<5.00
<2.50
NA
-2.50
NA
-1.00
-1.00
<3.00
NA
7/15/2020
<1.00
I
<1.00
<1.00
<5.00
1 <2.50
NA
<1.00
NA
NA
1.85
<3.00
NA
1/13/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
1.51
BDL
NA
7/20/2021
BDL
BDL
BDL
BDL
C3
BDL
BDL
BDL
BDL
NA
1.13
C3
BDL
NA
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
NA
NA
<1.3
1.2
<0.34
NA
7/28/2022
<0.149
-0.158
<0.190
-0.160
<0.237
NA
NA
NA
<0.692
C3
1.11
<0.174
4.73
9/13/2017
<0.48
<0.29
<0.47
<0.2
<0.41
NA
<0.41
NA
<0.35
17.3
<0.66
NA
1/9/2018
<0.48
<0.29
<0.47
<0.2
<0.41
NA
<0.41
NA
<0.35
12.7
<0.66
NA
7/10/2018
<,48
<.29
<A7
<.20
<.41
NA
<.41
NA
<.35
13.0
<.66
NA
1/10/2019
<,48
<.29
<.47
<,20
<.41
NA
<.41
NA
<.35
12.6
<.66
NA
7/24/2019
<1.00
<1.00
<1.00
<5.00
I
<2.50
NA
<2.50
NA
<1.00
13.6
<3.00
I
NA
MW-31D
1/8/2020
<1.00
<1.00
<1.00
<5.00
<2.50
1
NA
<2.50
NA
<1.00
9.70
<3.00
NA
7/15/2020
<I.00
<5.00
<5.00
<5.00
<2.50
NA
-1.00
NA
NA
10.2
<3.00
NA
1/13/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
8.48
BDL
NA
7/20/2021
BDL
BDL
BDL
BDL
C3
BDL
BDL
BDL
BDL
NA
5.74
C3
0.390
J
NA
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
NA
NA
<1.3
4.2
<0.34
NA
7/28/2022
<0.149
<0.158
<0.190
<0.160
<0.237
NA
NA
NA
<0.692
C3
3.78
<0.174
3.8
7/15/2020
<5.00
<1.00
<1.00
<5.00
<2.50
NA
-1.00
NA
NA
-1.00
<3.00
NA
1/13/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
8.81
BDL
NA
DUP(MW-3D)
7/20/2021
BDL
BDL
BDL
BDL
C3
BDL
BDL
BDL
BDL
NA
5.7
C3
0.936
J
NA
2/3/2022
<0.33
1
<0.32
1
1 <0.38
<0.30
<0.26
NA
I NA
I
NA
<1.3
4.1
I
<0.34
NA
7/28/2022
<0.149
-0.158
<0.190
<0.160
<0.237
NA
NA
NA
<0.692
C3
4.2
<0.174
3.54
9/13/2017
<0.48
<0.29
<0.47
<0.2
1 <0.41
NA
<0.41
NA
<0.35
1
14.5
<0.66
NA
1/9/2018
<0.48
<0.29
<0.47
<0.2
<0.41
NA
-0.41
NA
<0.35
13.9
<0.66
NA
7/10/2018
<.48
<.29
<.47
<.20
<.41
NA
<.41
NA
<.35
14.0
<.66
NA
1/9/2019
<.48
<.29
<.47
<.20
<.41
NA
<,41
NA
<.35
10.9
<.66
NA
7/24/2019
<3.00
<3.00
<1.00
<5.00
<2.50
NA
-2.50
NA
<3.00
12.3
<3.00
NA
MW-4
1/8/2020
<5.00
<5.00
<5.00
<5.00
<2.50
NA
-2.50
NA
-1.00
7.7
<3.00
NA
7/15/2020
<1.00
<1.00
<1.00
<5.00
<2.50
NA
<1.00
NA
NA
10.4
<3.00
NA
1/13/2021
BDL
BDL
I
BDL
BDL
BDL
BDL
I
BDL
I BDL
NA
11.6
BDL
I
NA
7/20/2021
BDL
BDL
BDL
BDL
C3
BDL
BDL
BDL
BDL
NA
9.62
C3
BDL
NA
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
NA
NA
<1.3
10.7
<0.34
NA
7/28/2022
<0.149
-0.158
<0.190
-0.160
1 0.237
1
NA
NA
NA
<0.692
C3
11.6
<0.174
4.94
9/14/2017
<0.48
<0.29
<0.47
<0.2
<0.41
NA
-0.41
NA
<0.35
-0.62
<0.66
NA
1/9/2018
<0.48
<0.29
<0.47
<0.2
<0.41
NA
<0.41
NA
<0.35
<0.62
<0.66
NA
7/10/2018
<.48
<,29
<A7
<.20
<.41
NA
<.41
NA
<.35
<.62
<.66
NA
1/9/2019
<.48
<.29
<,47
<.20
<.41
NA
<.41
NA
<.35
<.62
<.66
NA
7/24/2019
<1.00
<3.00
<1.00
<5.00
<2.50
NA
<2.50
NA
<1.00
<1.00
<3.00
NA
MW-5
1/8/2020
<1.00
<1.00
<1.00
<5.00
<2.50
1 NA
<2.50
NA
<1.00
<1.00
1
<3.00
NA
7/15/2020
<5.00
<5.00
1
<1.00
<5.00
<2.50
NA
I
1 <3.00
NA
NA
<1.00
<3.00
NA
1/13/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
BDL
BDL
NA
7/20/2021
BDL
BDL
BDL
BDL
C3
BDL
BDL
BDL
BDL
NA
BDL
C3
BDL
NA
2/3/2022
<0.33
1
<0.32
<0.38
<0.30
026
NA
<039
0 4
374
A
N51
7/28/2022
<0.149
0.158
<0.190
0.160
<02
6
7
2LStandard/GWP(µg/L)
1 200
0.6
3
2000,
400
1 NE
I 400
I 88a
0.03
500
3
Notes:
i) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
Qualifiers
J= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
BDL Below Laboratory Detection Limit C3 = The reported concentration is an estimate. The continuing calibration standard associated with this data responded low.
NA Not Analyzed by Method Shown Method senseitivity check is acceptable.
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Page 9 of 10

TABLE 4
GROUNDWATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE
PERMIT # 34.04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
W R Project # 06140180.62
Analytical Method
EPA 8260
EPA 8260D-SIM
Contaminant Of Concern
c
0
P
u
F
.ti
c
o
P
u
F
ri
t
W
0
r
u
£
O
0
o
a
m
0
o
u
N
v
a
T
w
E
It
V
N
v
a
T
w
E
it
c')
N
v
a
T
w
E
It
of
N
u
y
A
c
>
O
c
S
o
t7
v
v
X
%
v
`"
CAS #
71-55-6
79-00-5
79-01-6
75-69-4
96-18-4
95-63-6
526-73-8
108-67-8
108-05-4
75-01-4
1330-20-7
123-91-1
Well ID
Date Collected
Result Qual
Result I Qual
Result I Qual
Result Qua
It
Qual
Result I Qual
Resulyn
Qual
Result I Qual
I Result I Qual
9/14/2017
NOT
SAMPLED
(DRY WELL)
1/9/2018
NOT SAMPLED (DRY WELL)
7/10/2018
NOT SAMPLED (DRY WELL)
1/9/2019
<.48
<.29
<.47
<.20
<.41
NA
<.41
NA
<.35
<.62
<.66
NA
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
NA
-2.50
NA
<3.00
<3.00
<3.00
NA
MW-6
1/8/2020
<5.00
<5.00
<1.00
<5.00
<2.50
NA
-2.50
NA
-1.00
<3.00
<3.00
NA
7/15/2020
<1.00
<3.00
<1.00
<5.00
<2.50
NA
<1.00
NA
NA
<1.00
<3.00
NA
1/13/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
BDL
BDL
NA
7/20/2021
BDL
BDL
BDL
BDL
C3
BDL
BDL
BDL
BDL
NA
BDL
C3
BDL
NA
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
NA
NA
<1.3
<0.39
<0.34
NA
7/28/2022
<0.149
<0.158
<0.190
<0.160
<0.237
NA
NA
NA
<0.692
C3
<0.234
<0.174
<0.597
9/14/2017
<0.48
<0.29
<0.47
<0.2
<0.41
NA
-0.41
NA
<0.35
<0.62
<0.66
NA
1/9/2018
<0.48
<0.29
1
<0.47
1 <0.2
1 <0.41
NA
<0.41
NA
1
<0.35
1
<0.62
1 <0.66
NA
7/10/2018
<.48
1.29
<,47
<.20
<.41
NA
<.41
NA
<.35
<.62
<.66
NA
1/9/2019
<.48
<.29
<.47
<.20
<.41
NA
<,41
NA
<.35
<.62
<.66
NA
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
NA
-2.50
NA
-1.00
<3.00
<3.00
NA
Trip Blank
1/8/2020
<1.00
<1.00
<1.00
<5.00
<2.50
NA
<2.50
NA
<1.00
<1.00
<3.00
NA
7/15/2020
<1.00
<1.00
<I.00
<5.00
<2.50
NA
<1.00
NA
NA
<3.00
-3.00
NA
1/13/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
BDL
BDL
NA
7/20/2021
BDL
BDL
BDL
BDL
C3
BDL
BDL
BDL
BDL
NA
BDL
C3
BDL
NA
2/3/2022
<0.33
<0.32
<0.38
<0.30
<0.26
NA
NA
NA
<1.3
<0.39
<0.34
NA
7/28/2022
<0.149
-0.158
<0.190
<0.160
<0.237
NA
NA
NA
<0.692
C3
<0.234
<0.174
NA
9/14/2017
<0.48
<0.29
1
<0.47
1
1 <0.2
1 <0.41
NA
<0.41
NA
1
<0.35
<0.62
1 <0.66
NA
1/9/2018
<0.48
<0.29
<0.47
<0.2
<0.41
NA
<0.41
NA
<0.35
<0.62
<0.66
NA
Field Blank
7/10/2018
<.48
<29
<.47
<.20
<.41
NA
<.41
NA
<.35
<.62
<.66
NA
1/9/2019
<.48
<.29
<.47
<.20
<.41
NA
<.41
NA
<.35
<.62
<.66
NA
7/24/2019
<1.00
<1.00
<1.00
<5.00
<2.50
NA
<2.50
NA
<1.00
<1.00
<3.00
NA
1/8/2020
<1.00
<1.00
<1.00
<5.00
<2.50
NA
<2.50
NA
<1.00
<1.00
<3.00
NA
2L Standard/GWP
/L
200
0.6
3
2000
0.005
400
NE
400
3
0.03
500
3
Notes:
1) All results provided in pg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
Oualifers
J= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
BDL Below Laboratory Detection Limit C3 = The reported concentration is an estimate. The continuing calibration standard associated with this data responded low.
NA INotAnalyzed by Method Shown Method senseitivity check is acceptable.
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2L Standard or GWP
Page 10 of 10

TABLE 5
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.62
Analytical Method
EPA 9056A
EPA 6010
Contaminant Of Concern
`o
LL
c
0
E
Q
u
E
Q
m
m
£
U
o
L
U
c
U
a
CL
o
U
v
v
Z
E
0
w
y
E
E
i
u
CAS #
1684-48-8
7440-36-0
7440-38-2
7440-39-3
7440-41-7
7440-43-9
7440-47-3
7440-48-4
7440-50-8
7439-92-1
7439-97-6
7440-02-0
7782-49-2
7440-22-4
7440-28-0
7440-62-2
7440-66-6
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qua[
Result
Qual
Result
Qual
Result
Qua]
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
9/14/2017
NA
<3.9
<5
36A
<0.5
<0.5
<2.5
1 0.7
<2.5
<2.5
NA
<2.5
<5
1
<2.5
<0.02
<2.5
<5
1/9/2018
NA
<3.9
<5
30.6
<0.5
<0.5
<2.5
NA
<2.5
<2.5
NA
<2.5
<5
<2.5
NA
<2.5
<5
7/10/2018
NA
<3.9
<5.0
33.7
<.50
<.50
<2.5
NA
<2.5
<2.5
NA
<2.5
<5.0
<2.5
NA
<2.5
<5.0
1/9/2019
NA
<3.9
<5.0
30.9
<.50
<.50
<2.5
NA
<2.5
<2.5
NA
<2.5
<5.0
<2.5
NA
4.0
J
<5.0
7/24/2019
NA
<10.0
1
<10.0
36.9
<2.00
<2.00
<10.0
<10.0
<10.0
<5.00
NA
<10.0
<10.0
<5.00
<10.0
1 8.02
J
<50
SW-1
1/8/2020
NA
1.05
0.23
J
26.7
<1
<1
2.15
<10.0
1.89
0.72
J
NA
1.3
0.37
J
0.13
J
NA
4.44
10.3
7/15/2020
NA
<10.0
<10.0
44.2
<2.00
<2.00
<10.0
1.45
J
<10.0
5.68
J
NA
<10.0
<10.0
<5.00
<10.0
<20.0
19.7
J
1/13/2021
NA
BDL
BDL
30.4
BDL
BDL
2.02
J
1.07
J
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
7/20/2021
NA
4.31
J
BDL
36.60
BDL
BDL
1.71
J
BDL
BDL
3.02
J
NA
BDL
BDL
BDL
BDL
BDL
BDL
2/3/2022
NA
<3.0
<4.7
31.4
<0.70
<0.40
<3.7
1.0
J
<4.3
<4.5
NA
<3.5
<4.7
<2.5
<0.050
5.800
<9.5
7/28/2022
111.0
J
<1.03
4.740
J
31.3
<0.190
<0.150
<1.40
<0.840
<1.51
<2.99
<0.100
1.700
J
<0.300
<1.54
<0.121
<4.99
3.400
J
9/14/2017
NA
<3.9
<5
37.0
<0.5
<0.5
<2.5
0.7
<2.5
<2.5
NA
<2.5
<5
<2.5
<0.02
<2.5
<5
1/9/2018
NA
<3.9
<5
36.2
<0.5
<0.5
<2.5
NA
<2.5
<2.5
NA
<2.5
<5
<2.5
NA
<2.5
<5
7/10/2018
NA
<3.9
<5.0
34.0
<.50
<.50
<2.5
NA
<2.5
<2.5
NA
<2.5
<5.0
<2.5
NA
<2.5
<5.0
1/9/2019
NA
<3.9
<5.0
33.7
<.50
<.50
<2.5
NA
<2.5
<2.5
NA
<2.5
<5.0
<2.5
NA
4.4
J
<5.0
7/24/2019
NA
<10.0
<10.0
38.4
<2.00
<2.00
<10.0
<10.0
<10.0
<5.00
NA
<10.0
<10.0
<5.00
<10.0
5.97
J
<50
SW-2
1/8/2020
NA
0.83
J
0.250
J
29.1
<1
<1
2.22
NA
2.84
0.650
J
NA
0.730
J
<1
0.100
J
NA
4.43
11.9
7/15/2020
NA
<10.0
<10.0
38.7
<2.00
<2.00
<10.0
0.974
J
<10.0
<6.00
NA
<10.0
<10.0
<5.00
<10.0
<20.0
15.8
J
1/13/2021
NA
BDL
BDL
33.0
BDL
BDL
1.87
J
1.15
J
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
7/20/2021
NA
BDL
BDL
41.10
BDL
BDL
1.690
J
1.44
J
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
2/3/2022
NA
<3.0
<4.7
37.2
<0.70
<0.40
<3.7
1.3
<4.3
<4.5
NA
<3.5
<4.7
<2.5
<0.050
6.300
<9.5
7/28/2022
110.0
J
<1.03
<4.40
40
<0.190
<0.150
<1.40
<0.840
<1.51
<2.99
<0.100
<1.61
<0.300
<1.54
<0.121
<4.99
4.990
J
9/14/2017
NA
<3.9
<5
36.7
<0.5
<0.5
<2.5
0.63
<2.5
<2.5
NA
<2.5
<5
<2.5
<0.02
<2.5
<5
1/9/2018
NA
<3.9
<5
30.5
<0.5
<0.5
<2.5
NA
<2.5
<2.5
NA
<2.5
<5
<2.5
NA
<2.5
<5
7/10/2018
NA
<3.9
<5.0
38.5
<.50
<.50
<2.5
NA
<2.5
<2.5
NA
<2.5
<5.0
<2.5
NA
<2.5
<5.0
1/9/2019
NA
<3.9
<5.0
30.1
<.50
<.50
<2.5
NA
<2.5
<2.5
NA
<2.5
<5.0
<2.5
NA
3.9
J
<5.0
7/24/2019
NA
<10.0
<10.0
38.7
<2.00
<2.00
<10.0
<10.0
<10.0
2.24
J
NA
<10.0
<10.0
<5.00
<10.0
6.81
J
<50
SW-3
1/8/2020
NA
0.65
J
0.21
J
28.2
<1
<1
2.09
NA
2.01
0.68
J
NA
0.740
J
<1
<1
NA
4.38
16.5
7/15/2020
NA
<10.0
<10.0
35.4
<2.00
<2.00
<10.0
<10.0
<10.0
3.16
J
NA
<10.0
<10.0
<5.00
<10.0
<20.0
15.0
J
1/13/2021
NA
BDL
BDL
30.6
BDL
BDL
BDL
1.23
J
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
7/20/2021
NA
BDL
BDL
38.4
BDL
BDL
BDL
0.866
J
BDL
BDL
NA
BDL
BDL
BDL
BDL
6.86
J
BDL
2/3/2022
NA
<3.0
<4.7
35.1
<0.70
<0.40
<3.7
1.1
<4.3
<4.5
NA
<3.5
<4.7
<2.5
<0.050
7.000
<9.5
7/28/2022
111.0
J
<1.03
<4.40
36
<0.190
<0.150
<1.40
<0.840
1.920
J
<2.99
<0.100
<1.61
<0.300
<1.54
<0.121
<4.99
<9.5
Du icate (SW-3)
7/28/2022
112.0
J
<1.03
<4.40
43.4
<0.190
<0.150
1.820
J
<0.840
<1.51
3.610
J
<0.100
<1.61
<0.300
<1.54
<0.121
<4.99
6.490
B J
SW-4
7/28/2022
112
J
<1.03
<4.40
37.0
<0.190
<0.150
<1.40
<0.840
<1.51
<2.99
<0.100
<1.61
<0.300
<1.54
<0.121
<4.99
3.61
B J
Off 2B Standard ( /L)
1800
21000
65
0.82 *
183.07 *
3.64 *
13.88 *
0.012
144.92 *
5
0.30 *
NE
NE1
36.2
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Applicable to Surface Waters and Wetlands of NC
2B Standard based on the "Class C Freshwater" stream classification Qualifiers
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected. B= The same analyte is found in the associated blank
* Hardness -Dependent 15A NCAC 02B Water Quality Standard, Calculated with default in -stream hardness of 25 mg/L J= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limits.
BDL Below Laboratory Detection Limit
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2B Standard
Page 1 of 4

TABLE 5
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.19
Analytical Method
EPA8260
Contaminant Of Concern
y
O
�,
Q
C
o
0
Q
y
4J
c
00
�
t
N
O
`o
o
EO
co
v
«
E
s
u
0
£
O
i
m
E
o
ap
v
s
N
c
o
m
w
C
°c
M
m
N
v
w
0
-0
U
L
i
�'
o
U
w
N
y
o
°
V
a=+
c
`0
r
V
£
w
E
°
L
V
w
L
N
E
°
°
c
m
CL
a
O
u
M
a
E
0
N
e-i
CAS #
67-64-1
107-13-1
71-43 2
74-97 5
75-27 4
75-25 2
74-83 9
78-93 3
75-15 0
56-23 5
108-90-7
75-00-3
67-66-3
74-87-3
96-12-8
Well ID
Date Collected
Result
Qua[
Result
Qual
Result
Qual
Result
Qual
Result
Qua[
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
9/14/2017
<10
<1.9
<0.25
<0.17
<0.18
<0.26
<0.29
<0.96
<1.2
<0.25
<0.23
<0.54
<0.14
<0.11
<2.0
1/9/2018
<10
<1.9
<0.25
<0.17
<0.18
<0.26
<0.29
<0.96
<1.2
<0.25
<0.23
<0.54
<0.14
<0.11
<2.0
7/10/2018
<10
<1.9
<.25
<.17
<.18
<.26
<.29
<.96
<1.2
<.25
<.23
<.54
<.14
<.11
<2.0
1/9/2019
<10
<1.9
<.25
<.17
<.18
<.26
<.29
<.96
<1.2
<.25
<.23
<.54
<.14
<.11
<2.0
7/24/2019
<50.0
1
<10.0
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
SW-1
1/8/2020
<50.0
<10.0
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
I <1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
7/15/2020
<50.0
<10.0
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
1/13/2021
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
7/20/2021
BDL
BDL
BDL
NA
BDL
C3
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
2/3/2022
<5.1
<1.8
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
v1
<0.73
IK
<0.33
<0.28
<0.65
<0.43
<0.54
<0.34
7/28/2022
<11.3
<0.671
<0.0941
<0.128
J4
<0.136
<0.129
C3
<0.605
<1.19
C3
<0.0962
<0.128
<0.116
<0.192
<0.111
<0.960
<0.00748
9/14/2017
<10
<1.9
<0.25
<0.17
<0.18
<0.26
<0.29
<0.96
<1.2
<0.25
<0.23
<0.54
<0.14
<0.11
<2.0
1/9/2018
<10
<1.9
<0.25
<0.17
<0.18
<0.26
<0.29
<0.96
<1.2
<0.25
<0.23
<0.54
<0.14
<0.11
<2.0
7/10/2018
<10
<1.9
<.25
<.17
<.18
<.26
<.29
<.96
<1.2
<.25
<.23
<.54
<.14
<.11
<2.0
1/9/2019
<10
<1.9
<.25
<.17
<.18
<.26
<.29
<.96
<1.2
<.25
<.23
<.54
<.14
<.11
<2.0
7/24/2019
<50.0
<10.0
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
SW-2
1/8/2020
<50.0
<10.0
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
7/15/2020
<50.0
<10.0
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
1/13/2021
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
7/20/2021
BDL
BDL
BDL
NA
BDL
C3
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
2/3/2022
<5.1
<1.8
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
v1
<0.73
IK
<0.33
<0.28
<0.65
<0.43
<0.54
<0.34
7/28/2022
<11.3
<0.671
<0.0941
<0.128
<0.136
<0.129
C3
<0.605
<1.19
C3
<0.0962
<0.128
<0.116
<0.192
<0.111
<0.960
<0.00748
9/14/2017
<10
<1.9
<0.25
<0.17
<0.18
<0.26
<0.29
<0.96
<1.2
<0.25
<0.23
<0.54
<0.14
<0.11
<2.0
1/9/2018
<10
<1.9
<0.25
<0.17
<0.18
<0.26
<0.29
<0.96
<1.2
<0.25
<0.23
<0.54
<0.14
<0.11
<2.0
7/10/2018
<10
<1.9
<.25
<.17
<.18
<.26
<.29
<.96
<1.2
<.25
<.23
<.54
<.14
<.11
<2.0
1/9/2019
<10
<1.9
<.25
<.17
<.18
<.26
<.29
<.96
<1.2
<.25
<.23
<.54
<.14
<.11
<2.0
7/24/2019
<50.0
<10.0
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
SW-3
1/8/2020
<50.0
<10.0
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
7/15/2020
<50.0
<10.0
<1.00
<1.00
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<5.00
<5.00
<2.50
<5.00
1/13/2021
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
7/20/2021
BDL
BDL
BDL
NA
BDL
C3
BDL
BDL
BDL
NA
BDL
BDL
BDL
BDL
BDL
BDL
2/3/2022
<5.1
<1.8
<0.34
<0.47
<0.31
<0.34
<1.7
<4.0
v1
<0.73
IK
<0.33
<0.28
<0.65
<0.43
<0.54
<0.34
7/28/2022
<11.3
<0.671
<0.0941
<0.128
<0.136
<0.129
C3
<0.605
<1.19
C3
<0.0962
<0.128
<0.116
<0.192
<0.111
<0.960
<0.00763
Du icate (SW-3)
7/28/2022
<11.3
<0.671
<0.0941
<0.128
<0.136
1 <0.129
C3
<0.605
<1.19
C3
<0.0962
<0.128
<0.116
<0.192
<0.111
<0.960
<0.00748
SW-4
7/28/2022
<11.3
<0.671
<0.0941
<0.128
<0.136
<0.129
C3
<0.605
<1.19
C3
<0.0962
<0.128
<0.116
<0.192
<0.111
<0.960
<0.00778
2B Standard ( /L)
NE
N
NE
26,000
I100
140
NE
NE
NE
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Applicable to Surface Waters and Wetlands of NC
2B Standard based on the "Class C Freshwater" stream classification
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
* Hardness -Dependent 15A NCAC 02B Water Quality Standard, Calculated with default in -stream hardness of 25 mg/L
BDL Below Laboratory Detection Limit
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2B Standard
Qualifiers
C3= The reported concentration is an estimate. The continuing calibration standard associated with this data responded low. Method senseitivity check is acceptable.
v1= The continuing calibration verification was above the method acceptance limit. Any detection for the analyte in the associated samples may have a high bias.
IK= The recalculated concentrations of the calibration standard(s) did not meet method acceptance criteria; this result should be considered an estimated value.
J4= The associated batch QC was outside the established quality control range for accuracy.
Page 2 of 4

TABLE 5
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.19
Analytical Method
EPA8260
Contaminant Of Concern
t v
O
°
u
O
E
O
0
W
C
r
0
E
p
Q
0
W
W
0
E
O
-0
0
p
O
0
z
u
o
N
ci
p
N
O
$
s
u
o
V
e
c
�
N
O
z
u
o
v
a-i
Y
C
S
O
o
s
e-i
c
LC
O
`o
r
0
N
ci
C
L
O
`o
s
0
e
w
N
N
p
r
u
0
N
a-i
u
v
c
S06
G
L
p
N
r4
v�
L
O
`p
r
u
0
N
cy
CL
22
s
u
0
M
�
OR GC
O
u_
0
C;w
c
L
Y
cu
cuEcu
C
s
CAS #
124-48-1
106-93-4
74-95-3
95-50-1
106-46-7
110-57-6
75-34-3
107-06-2
75-35-4
156-59-2
156-60-5
78-87-5
10061-01-5
10061-02-6
100-41-4
Well ID
Date Collected
Result
Qua[
Result
Qual
Result
Qual
Result
Qual
Result
Qua[
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
9/14/2017
<0.21
<0.27
<0.21
<0.3
<0.33
<1.0
L1
<0.32
<0.24
<0.56
<0.19
<0.49
<0.27
<0.13
<0.26
<0.3
1/9/2018
<0.21
<0.27
<0.21
<0.3
<0.33
<1.0
<0.32
<0.24
<0.56
<0.19
<0.49
<0.27
<0.13
<0.26
<0.3
7/10/2018
<.21
<.27
<.21
<.30
<.33
<1.0
<.32
<.24
<.56
<.19
<.49
<.27
<.13
<.26
<.30
1/9/2019
<.21
<.27
<.21
<.30
<.33
<1.0
<.32
<.24
<.56
<.19
<.49
<.27
<.13
<.26
1 <.30
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
SW-1
1/8/2020
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
7/15/2020
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
1/13/2021
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
7/20/2021
NA
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
C3
BDL
BDL
BDL
BDL
BDL
BDL
2/3/2022
<0.36
<0.27
<0.39
<0.34
<0.33
<0.56
<0.37
<0.32
<0.35
<0.38
<0.40
<0.36
<0.36
<0.36
<0.30
7/28/2022
<0.140
<0.00536
<0.122
<0.107
<0.120
<0.467
C3
<0.100
<0.0819
1 <0.188
1 <0.126
J4
<0.149
<0.149
<0.111
<0.118
C3 J4
<0.137
9/14/2017
<0.21
<0.27
<0.21
<0.3
<0.33
<1.0
L1
<0.32
<0.24
<0.56
<0.19
<0.49
<0.27
<0.13
<0.26
<0.3
192018
<
<
<
<0.3
<0.33
<1.0
<0.32
<0.24
<0.56
<0.19
<0.49
<0.27
<0.13
<0.26
<0.3
7/10/2018
<.21
<.27
<.21
<.30
<.33
<1.0
<.32
<.24
<.56
<.19
<.49
<.27
<.13
<.26
<.30
1/9/2019
<.21
<.27
<.21
<.30
<.33
<1.0
<.32
<.24
<.56
<.19
<.49
<.27
<.13
<.26
<.30
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
SW-2
1/8/2020
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
7/15/2020
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
0.164
J
<1.00
<1.00
<1.00
<1.00
<1.00
1/13/2021
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
7/20/2021
NA
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
C3
BDL
BDL
BDL
BDL
BDL
BDL
2/3/2022
<0.36
<0.27
<0.39
<0.34
<0.33
<0.56
<0.37
<0.32
<0.35
<0.38
<0.40
<0.36
<0.36
<0.36
<0.30
7/28/2022
<0.140
<0.00536
<0.122
<0.107
<0.120
<0.467
C3
<0.100
<0.0819
<0.188
<0.126
J4
<0.149
<0.149
<0.111
<0.118
C3 J4
<0.137
9/14/2017
<0.21
<0.27
<0.21
<0.3
<0.33
<1.0
L1
<0.32
<0.24
<0.56
<0.19
<0.49
<0.27
<0.13
<0.26
<0.3
1/9/2018
<0.21
<0.27
<0.21
<0.3
1 <0.33
<1.0
<0.32
<0.24
<0.56
<0.19
<0.49
<0.27
<0.13
<0.26
<0.3
7/10/2018
<.21
<.27
<.21
<.30
<.33
<1.0
<.32
<.24
<.56
0.28
J
<.49
<.27
<.13
<.26
<.30
1/9/2019
<.21
<.27
<.21
<.30
<.33
<1.0
<.32
<.24
<.56
<.19
<.49
<.27
<.13
<.26
<.30
7/24/2019
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
SW-3
1/8/2020
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
7/15/2020
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
1/13/2021
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
7/20/2021
NA
BDL
BDL
BDL
BDL
NA
BDL
BDL
BDL
C3
BDL
BDL
BDL
BDL
BDL
BDL
2/3/2022
<0.36
<0.27
<0.39
<0.34
<0.33
<0.56
<0.37
<0.32
<0.35
<0.38
<0.40
<0.36
<0.36
<0.36
<0.30
7/28/2022
<0.140
<0.00547
<0.122
<0.107
<0.120
<0.467
C3
<0.100
<0.0819
<0.188
<0.126
J4
<0.149
<0.149
<0.111
<0.118
C3 J4
<0.137
Du [cate (SW-3)
7/28/2022
<0.140
<0.00536
<0.122
<0.107
<0.120
<0.467
C3
<0.100
<0.0819
<0.188
<0.126
J4
<0.149
<0.149
<0.111
<0.118
C3 J4
<0.137
SW-4
7/28/2022
<0.140
<0.00557
<0.122
<0.107
<0.120
<0.467
C3
<0.100
<0.0819
1
1 <0.188
<0.126
J4
<0.149
<0.149
<0.111
<0.118
C3 J41
<0.137
2B Standard ( /L)
NE
NE
470
100
NE
NE
NE
NE
NE
NE
NE
97
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Applicable to Surface Waters and Wetlands of NC
2B Standard based on the "Class C Freshwater" stream classification
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
* Hardness -Dependent 15A NCAC 02B Water Quality Standard, Calculated with default in -stream hardness of 25 mg/L
BDL Below Laboratory Detection Limit
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2B Standard
Qualifiers
C3= The reported concentration is an estimate. The continuing calibration standard associated with this data responded low. Method senseitivity check is acceptable.
J4= The associated batch QC was outside the established quality control range for accuracy.
J= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limits.
L1= Analyte recovery in the laboratory control samples was above QC limits. Results for this analyte in associated samples may be biased high.
Page 3 of 4

TABLES
SURFACE WATER ANALYTICAL RESULTS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.19
Analytical Method
EPA 8260
EPA 8260D-SIM
Of Concern
O
X
2
�y
°
O
p
w
:2
U
s
N
Y
a+
G
N
T
aL+
i
N
Y
O
y
H
N
e-i
°
O
y
H
N
N
y
O
`
°
V
y
F
F
o
U
F
e-i
�..i
o
U
F
N
e-i
°
.2
i
E
O
G
s
u
°
Q
0
°
U
C;
N
W
u
>
O
i
_
°
a,
X
X
°Contaminant
0
r
CAS #
591-78-6
74-88 4
75-09 2
108-10-1
100-42-5
630-20-6
79-34-5
127-18-4
108-88-3
71-55-6
79-00-5
79-01 6
75-69 4
96-18 4
108-05-4
75-01 4
1330-20-7
123-91-1
Well ID
Date Collected
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qua[
Result
Qual
Result
Qual
Result
Qual
Result
Qua[
Result
Qual
Result
Qua[
Result
Qual
Result
Qual
Result
Qual
Result
Qual
Result
Qual
9/14/2017
<0.46
<0.32
<0.97
<0.33
<0.26
<0.33
<0.4
<0.46
<0.26
<0.48
<0.29
<0.47
<0.2
<0.41
<0.35
<0.62
<0.66
NA
1/9/2018
<0.46
<0.32
<0.97
<0.33
<0.26
<0.33
<0.4
<0.46
<0.26
<0.48
<0.29
<0.47
<0.2
<0.41
<0.35
<0.62
<0.66
NA
7/10/2018
<.46
<.32
<.97
<.33
<.26
<.33
<.40
<.46
<.26
<.48
<.29
<.47
<.20
<.41
<.35
<.62
<.66
NA
1/9/2019
<.46
<.32
<.97
<.33
<.26
<.33
<.40
<.46
<.26
<.48
<.29
<.47
<.20
<.41
<.35
<.62
<.66
NA
7/24/2019
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
NA
SW-1
1/8/2020
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
NA
7/15/2020
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
NA
1/13/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
NA
BDL
BDL
NA
7/20/2021
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
C3
BDL
NA
BDL
BDL
NA
2/3/2022
<0.48
<9.7
<2.0
<2.7
<0.29
<0.31
<0.22
<0.29
<0.48
<0.33
<0.32
<0.38
<0.30
<0.26
<1.3
L1,v1
<0.39
<0.34
NA
7/28/2022
<0.787
<6.00
<0.430
<0.478
<0.118
C3
<0.147
<0.133
<0.300
<0.278
<0.149
<0.158
<0.190
<0.160
<0.237
<0.692
C3
<0.234
<0.174
<0.137
9/14/2017
<0.46
<0.32
<0.97
<0.33
<0.26
<0.33
<0.4
<0.46
<0.26
<0.48
<0.29
<0.47
<0.2
<0.41
<0.35
<0.62
<0.66
NA
192018
<
<
<
<
<
<
<0.4
<0.46
<0.26
<0.48
<0.29
<0.47
<0.2
<0.41
<0.35
<0.62
<0.66
NA
7/10/2018
<.46
<.32
<.97
<.33
<.26
<.33
<.40
<.46
<.26
<.48
<.29
<.47
<.20
<.41
<.35
<.62
<.66
NA
1/9/2019
<.46
<.32
<.97
<.33
<.26
<.33
<.40
<.46
<.26
<.48
<.29
<.47
<.20
<.41
<.35
<.62
<.66
NA
7/24/2019
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
NA
SW-2
1/8/2020
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
NA
7/15/2020
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
NA
1/13/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
NA
BDL
BDL
NA
7/20/2021
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
C3
BDL
NA
BDL
BDL
NA
2/3/2022
<0.48
<9.7
<2.0
<2.7
1
<0.29
<0.31
<0.22
<0.29
<0.48
<0.33
<0.32
1 <0.38
<0.30
<0.26
<1.3
L1,v1
<0.39
<0.34
NA
7/28/2022
<0.787
<6.00
<0.430
<0.478
<0.118
C3
<0.147
<0.133
<0.300
<0.278
<0.149
<0.158
<0.190
<0.160
<0.237
<0.692
<0.234
<0.174
<0.137
9/14/2017
<0.46
<0.32
<0.97
<0.33
<0.26
<0.33
<0.4
<0.46
<0.26
<0.48
<0.29
<0.47
<0.2
<0.41
<0.35
<0.62
<0.66
NA
1/9/2018
<0.46
<0.32
<0.97
<0.33
<0.26
<0.33
<0.4
<0.46
<0.26
<0.48
<0.29
<0.47
<0.2
<0.41
<0.35
<0.62
<0.66
NA
7/10/2018
<.46
<.32
<.97
<.33
<.26
<.33
<.40
<.46
<.26
<.48
<.29
<.47
<.20
<.41
<.35
<.62
<.66
NA
1/9/2019
<.46
<.32
<.97
<.33
<.26
<.33
<.40
<.46
<.26
<.48
<.29
<.47
<.20
<.41
<.35
<.62
<.66
NA
7/24/2019
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
NA
SW-3
1/8/2020
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
NA
7/15/2020
<1.00
<1.00
<5.00
<10.0
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<1.00
<5.00
<2.50
<1.00
<1.00
<3.00
NA
1/13/2021
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
NA
NA
BDL
BDL
NA
7/20/2021
NA
NA
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
C3
BDL
NA
BDL
BDL
NA
2/3/2022
1 <0.48
<9.7
<2.0
<2.7
<0.29
<0.31
<0.22
<0.29
<0.48
<0.33
<0.32
<0.38
<0.30
<0.26
<1.3
L1,v1
<0.39
<0.34
NA
7/28/2022
<0.787
<6.00
<0.430
<0.478
<0.118
C3
<0.147
<0.133
<0.300
<0.278
<0.149
<0.158
<0.190
<0.160
<0.237
<0.692
<0.234
<0.174
<0.137
Du icate SW-3
7/28/2022
<0.787
<6.00
<0.430
<0.478
<0.118
C3
<0.147
<0.133
<0.300
<0.278
<0.149
<0.158
<0.190
<0.160
<0.237
<0.692
<0.234
<0.174
<0.137
SW-4
7/28/2022
<0.787
<6.00
<0A30
<0.478
<0.118
C3
<0.147
<0.133
<0.300
<0.278
<0.149
<0.158
<0.190
<0.160
<0.237
<0.692
<0.234
<0.174
<0.137
/L)
NE
NE
11,000
26,000
NE
NE
120
2,500
2300
2.5
NE
670
NE
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2B Standard = Classifications and Water Quality Standards Applicable to Surface Waters and Wetlands of NC
2B Standard based on the "Class C Freshwater" stream classification Qualifiers
3) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected. C3= The reported concentration is an estimate. The continuing calibration standard associated with this data responded low. Method senseitivity check is acceptable.
* Hardness -Dependent 15A NCAC 02B Water Quality Standard, Calculated with default in -stream hardness of 25 mg/L L1= Analyte recovery in the laboratory control sample (LCS) was above QC Limits. Results for this analyte in associated samples may be biased high.
v1= The continuing calibration verification was above the method acceptance limit. Any detection for the analyte in the associated samples may have a high bias.
BDL Below Laboratory Detection Limit
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result Result Exceeds 2B Standard
Page 4 of 4

TABLE 6
SUMMARY OF MNA CONSTITUENTS
TOWN OF KERNERSVILLE LANDFILL
PERMIT #: 34-04
KERNERSVILLE, FORSYTH COUNTY, NORTH CAROLINA
WR Project # 06140180.62
Analytical Method
EPA 300.0
EPA 353.2
RSK 175
SM 2320B
SM 3500-Fe B
SM 4500-CI-E
SM 4500-52D
SM 5210B
SM 5220D
AM20GAX
SM 5310B
Contaminant Of Concern
N
N
Z
m
O
Z
C
w
C
w
W
A
01
O
U
R
y
y
C
Y
Q
O
c
O
-
ry
•�
t
V
A
E
C
W Q
m
m
E
C
pOp Q
O O
u
L
V
°
6
=
.p
m
N
Q
a0
u
V
O
O
6
H
14808-79-8
14797-55-8
74-84-0
74-85-1
74-82-8
NA
NA
16887-00-6
18496-25-8
NA
NA
AM20GAX
7440-44-0
MW-1R
to Collected
7/28/2022
Result
<594
Qual
Result
67.6
Qual
B J
Result
NA
Qual
Result
NA
Qual
Result
NA
Qual
Result
1810
Qual
J
Result
NA
Qual
Result
4220
Qual
Result
<25.0
Qual
Result
NA
Qual
Result
NA
Qual
ult
NA
Qual
Result
1290
Qual
B J3 JS
9/13/2017
<500
94.8
<0.87
<0.77
2440
146,000
<500
H1,N2
10,200
<100
7,710
<12,500
<10
1,320
7/10/2018
<500
86A
<10
<10
7570
143,000
<500
N2, H6
10,700
<100
<2000
L2, B2
12,500
NA
524
1
1/9/2019
<500
<10
<10
<10
8180
148,000
<500
N2, H3
11,700
<50
2,640
H2
12,700
J
NA
1,050
7/24/2019
<5,000
80.0
J
<13
<13
3700
129,000
521
T8
9,650
<50
<2,000
K1, K6
<10,000
NA
1,380
B
MW-2R
1/8/2020
<10,000
54.0
<0.10
<0.10
2800
123,000
0
14,000
<50
<2,000
<5,000
7.3
<1,000
7/15/2020
<5,000
59.1
J
NA
NA
NA
132,000
NA
11,400
1
<50
NA
NA
NA
813
B, J
1/13/2021
812
1
63.1
J
NA
NA
NA
135,000
NA
9,560
BDL
NA
NA
NA
983
7/20/2021
986
1
BDL
NA
NA
NA
141,000
NA
10,500
BDL
NA
NA
NA
1,170
B
2/3/2022
<500
<3.3
NA
NA
NA
NA
NA
10,000
<50.0
NA
NA
NA
<500
7/28/2022
668.000
1
<48.0
NA
NA
NA
157000
NA
11200
<25.0
NA
NA
NA
1090
B
9/13/2017
1,330
<10
<0.87
<0.77
56.4
170,000
<500
H1,N2
30,300
148
3,210
<12,500
<10
5,170
7/11/2018
572
1
<10
<10
<10
429
155,000
<500
N2, H6
35,100
<100
<2000
L2
38,000
NA
3,500
1/10/2019
596
1
<10
<10
<10
351
163,000
<500
N2, H3
30,900
59.9
J
<2000
<12,500
NA
2,260
7/24/2019
<5,000
1 <100
<13
<13
207
152,000
488
T8
31,300
<50
<2,000
K1, K6
10,200
NA
1,870
B
1/8/2020
<10,000
<50
2.30
0.130
190
147,000
500
35,000
<50
<2,000
<5,000
8.7
2,070
MW-35
7/15/2020
<5,000
<100
NA
NA
NA
159,000
NA
34,900
<50
J6
NA
NA
NA
2,020
B
1/13/2021
949
J
BDL
NA
NA
NA
152,000
NA
34,600
BDL
NA
NA
NA
3,590
7/20/2021
938
1
BDL
NA
NA
NA
167,000
NA
36,500
BDL
NA
NA
NA
3,020
B
2/3/2022
3550.000
<3.3
NA
NA
NA
NA
NA
34,400
<250
NA
NA
NA
2,960
7/28/2022
697
1
<48.0
NA
NA
NA
185000
NA
36200
<25.0
NA
NA
NA
2310
B
9/13/2017
<500
Ml
<10
<0.87
<0.77
90
176,000
<500
H1,N2
18,300
<100
<2000
<12,500
<10
<500
7/11/2018
<500
<10
<10
<10
9340
167,000
<500
N2, H6
20,000
<100
<2000
36,000
NA
1,830
1/10/2019
705
1
<10
<10
<10
Ml
1030
M1
173,000
<500
N2, H3
18,900
<50
<2000
<12,500
NA
989
1
7/24/2019
97.5
1
<100
<13
<13
590
156,000
35.0
J, T8
18,700
<50
<2,000
K1, K6
<10,000
NA
1,370
B
1/8/2020
<10,000
<50
2.40
1.10
320
154,000
0
20,500
<50
<2,000
<5,000
5.6
1,030
MW-3D
7/15/2020
<5,000
<100
NA
NA
NA
164,000
NA
21,900
<50
NA
NA
NA
1,010
B
1/13/2021
960
1
BDL
NA
NA
NA
164,000
NA
23,600
BDL
NA
NA
NA
1,160
B
7/20/2021
858
1
BDL
NA
NA
NA
178,000
NA
27,000
BDL
NA
NA
NA
1,460
B
2/3/2022
549
1
<3.3
NA
NA
NA
NA
NA
30,200
<50.0
NA
NA
NA
825
1
7/28/2022
774
1
<48.0
NA
NA
NA
183000
NA
34200
<25.0
NA
NA
NA
1550
B
9/13/2017
<500
<10
<0.87
<0.77
315
194,000
<500
H1,N2
16,700
<100
3,360
<12,500
<10
2,070
7/10/2018
<500
<10
<10
<10
1070
183,000
590
N2, H6
18,300
<100
<2000
L2, B2
12,500
M1, R1
NA
2,070
1/9/2019
<500
<10
<10
<10
969
192,000
<500
N2, H3
17,400
<50
<2000
H2
<12,500
NA
1,070
7/24/2019
<5,000
58.1
J
<13
<13
345
170,000
999
T8
17,500
<50
<2,000
K1, K6
<10,000
NA
1,400
B
1/8/2020
<10,000
<50
<0.10
1.10
240
166,000
500
18,500
<50
<2,000
<5,000
5.8
<3,000
MW-4
7/15/2020
<5,000
<100
NA
NA
NA
177,000
NA
19,100
<50
NA
NA
NA
854
B, J
1/13/2021
728
1
BDL
NA
NA
NA
169,000
NA
21,100
BDL
NA
NA
NA
1,230
B Pl
7/20/2021
662
1
BDL
NA
NA
NA
189,000
NA
24,000
BDL
NA
NA
NA
1,250
B
2/3/2022
<500
<3.3
1
1 NA
NA
NA
NA
NA
24600
<50.0
NA
NA
NA
670
1
7/28/2022
<594
<48.0
1
1 NA
NA
NA
211000
NA
27300
<25.0
NA
NA
NA
1280
B
9/14/2017
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
MW-5
2/3/2022
9770
<3.3
NA
NA
NA
NA
NA
3200
<250
NA
NA
NA
6010
7/28/2022
3220
1
49.7
B J
NA
NA
NA
19300
J
NA
3950
<25.0
NA
NA
NA
8160
9/14/2017
NOT
SAMPLED (DRY
WELL)
1/9/2019
7,310
<10
<10
<10
<10
5,480
<500
N2, H3
897
J
<50
Ml
<2000
H2
<12,500
NA
1,140
7/24/2019
4,070
1
<100
<13
<13
27.2
17,300
1
3160
T8
11950
7.00
J
<2,000
K1, K6
<10,000
NA
1,370
B
1/8/2020
10,400
69.0
<0.10
<0.10
<0.50
5,820
0
4,000
<50
<2,000
<5,000
5.4
<1,000
MW-6
7/15/2020
3,670
1
<100
NA
NA
NA
11,700
1
NA
1,700
<50
NA
NA
2,450
B
1/13/2021
5,390
66.1
J
NA
NA
NA
16,300
NA
1,360
BDL
NA
NA
1,360
Bpi
7/20/2021
5,130
BDL
NA
NA
NA
9,960
1
NA
1,550
BDLE
NANA
2,280
B
2/3/2022
5070
<3.3
NA
NA
NA
NA
NA
1,600
<50.0
MNA
NA
NA
749
J
7/28/2022
5560
152
B
NA
NA
NA
<8450
NA
1,700
<25.0
NA
NA
1,560
B
2LStandard/GAP
/L
250000
10000
NE
NE
NE
NE
300
250,000
NE
NE
NE
NE
Notes:
1) All results provided in µg/L (micrograms per liter) or parts per billion
2) 2L Standard = North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L
3) Interim Maximum Allowable Concentration (IMAC)
4) GWP = Solid Waste Section Groundwater Protection Standard when a 2L Standard not established
5) NE = 2L Standard or GWP not established. A detection is considered an exceedance.
6) Chemical Abstract Service (CAS) Registry Numbers shown for compounds detected.
BDL Below Laboratory Detection Limit
NA Not Analyzed by Method Shown
Result Result Exceeds Laboratory Detection Limit
Result IResult Exceeds 2L Standard or GWP
Qualifiers
B= The sample analyte is found in the associated blank.
B2= Oxygen usage is less than 2.0 for all dilutions set. The reported value is an estimated less than value and is calculated for the diluation using the
most amount of sample.
C9= Common Laboratory Contaminant
H2= Extraction or preparation conducted outside of the EPA method holding time.
H3= Sample was received or analysis requested beyond the recognized method holding time.
H6= Analysis initiated outside of the 15 minute EPA required holding time.
1= Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit
16= The sample matrix interfered with the ability to make any accurate determinations; spike value was low
K3= The sample dilutions set-up for the BOD-CBOD analysis did not meet the oxygen depletion criteria of at least 2mg/L.
Reported result is an estimated value.
K6= Glucose/glutamic acid BOD/CBOD was below method acceptance criteria.
L2= Analyte recovery in the laboratory control sample was below QC limits. Results for this analyte in assocated samples may be biased low.
M1= Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample recovery.
N2= The lab does not hold TNI accreditation for this parameter.
P1= RPD value not applicable for sampline concentrations less than 5 time the reporting limit
R1= RPD value was outside control limits.
T8= Sample(s) received past/too close to holding time expiration.
Page 1 OF 1

APPENDIX I
Laboratory Analytical Reports and Field Notes

(1�;a'ceAnalXical-
ANALYTICAL REPORT
August 25, 2022
a
Withers & Ravenel Eng. - Standard
Sample Delivery Group: L1519896
Samples Received: 07/29/2022
Project Number: 06140180.48
Description: Kernersville Landfill
Report To:
Matt James
115 MacKenan Drive
Cary, NC 27511
Entire Report Reviewed By: 4�41
Heather J Wagner
Project Manager
Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be
reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by Pace
Analytical National is performed per guidance provided in laboratory standard operating procedures ENV-SOP-MTJL-0067 and
ENV-SOP-MTJL-0068. Where sampling conducted by the customer, results relate to the accuracy of the information provided,
and as the samples are received.
41
I
u
FC
E
FAI
FC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 1 of 72

TABLE OF CONTENTS
Cp: Cover Page
Tc: Table of Contents
Ss: Sample Summary
4
Cn: Case Narrative
9
Sr: Sample Results
10
FS
MW-1R L1519896-01
10
[Cn]
MW-2R L1519896-02
12
MW-3S L1519896-03
14
Fr
MW-31D L1519896-04
16
MW-4 L1519896-05
18
RC
MW-5 L1519896-06
20
F,
MW-6 L1519896-07
22
MW-DUP L1519896-08
24
rAl
SW-1 L1519896-09
26
SW-2 L1519896-10
28
FSC
SW-3 L1519896-11
30
SW-4 L1519896-12
32
SW-DUP L1519896-13
34
MW-1R L1519896-14
36
MW-2R L1519896-15
37
MW-3S L1519896-16
38
MW-31D L1519896-17
39
MW-4 L1519896-18
40
MW-5 L1519896-19
41
MW-6 L1519896-20
42
MW-DUP L1519896-21
43
TRIP BLANK X2 L1519896-22
44
Qc: Quality Control Summary
45
Wet Chemistry by Method 2320 B-2011
45
Wet Chemistry by Method 4500S2 D-2011
47
Wet Chemistry by Method 9056A
48
Wet Chemistry by Method 9060A
52
Mercury by Method 7470A
55
Metals (ICP) by Method 6010D
57
Metals (ICPMS) by Method 6020B
58
Volatile Organic Compounds (GC/MS) by Method 8260D
60
Volatile Organic Compounds (GC/MS) by Method 826OD-SIM
64
EDB / DBCP by Method 8011
65
GI: Glossary of Terms
66
Al: Accreditations & Locations
68
ACCOUNT: PROJECT: SDG:
DATE/TIME:
PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896
08/25/22 09:05
2 of 72

Sc: Sample Chain of Custody
69 F
(71
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 3 of 72

SAMPLE SUMMARY
Collected by
Collected date/time
Received date/time
MW-1R L1519896-01 GW
M.M.
07/28/2214:20
07/29/2209:00
C p
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
FTC
Wet Chemistry by Method 9056A
WG1903052
1
07/30/22 02:35
07/30/22 02:35
LBR
Mt. Juliet, TN
Mercury by Method 7470A
WG1903400
1
07/31/2210:41
08/01/2210:34
MRW
Mt. Juliet, TN
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2212:31
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905934
1
08/09/2210:35
08/12/2217:34
JPD
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2215:40
08/01/2215:40
ACG
Mt. Juliet, TN
4Cr1
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/01/22 22:10
08/01/22 22:10
JAH
Mt. Juliet, TN
EDB / DBCP by Method 8011
WG1903862
1
08/02/2212:21
08/02/22 20:01
KLA
Mt. Juliet, TN
FSr
Collected by
Collected date/time
Received date/time
MW-2R L1519896-02 GW
M.M.
07/28/2210:25
07/29/2209:00
RC
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
GI
Wet Chemistry by Method 9056A
WG1903052
1
07/30/22 02:53
07/30/22 02:53
LBR
Mt. Juliet, TN
Mercury by Method 7470A
WG1903400
1
07/31/2210:41
08/01/2210:36
MRW
Mt. Juliet, TN
FAI
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2212:39
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905934
1
08/09/2210:35
08/12/2217:38
JPD
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2216:00
08/01/2216:00
ACG
Mt. Juliet, TN
FSC
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/01/22 22:30
08/01/22 22:30
JAH
Mt. Juliet, TN
EDB / DBCP by Method 8011
WG1903862
1.02
08/02/2212:21
08/02/2219:00
KLA
Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
MW-3S L1519896-03 GW
M.M.
07/28/2210:30
07/29/2209:00
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
Wet Chemistry by Method 9056A
WG1903052
1
07/30/22 03:11
07/30/22 03:11
LBR
Mt. Juliet, TN
Mercury by Method 7470A
WG1903400
1
07/31/2210:41
08/01/2210:38
MRW
Mt. Juliet, TN
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2212:42
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905934
1
08/09/2210:35
08/12/2217:41
JPD
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2216:20
08/01/2216:20
ACG
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/01/22 22:50
08/01/22 22:50
JAH
Mt. Juliet, TN
EDB / DBCP by Method 8011
WG1903862
1.03
08/02/2212:21
08/02/22 20:13
KLA
Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
MW-3D L1519896-04 GW
M.M.
07/28/2211:40
07/29/2209:00
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
Wet Chemistry by Method 9056A
WG1903052
1
07/30/22 03:29
07/30/22 03:29
LBR
Mt. Juliet, TN
Mercury by Method 7470A
WG1903400
1
07/31/2210:41
08/01/2210:44
MRW
Mt. Juliet, TN
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2212:45
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905934
1
08/09/2210:35
08/12/2216:45
JPD
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2216:39
08/01/2216:39
ACG
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/01/22 23:10
08/01/22 23:10
JAH
Mt. Juliet, TN
EDB / DBCP by Method 8011
WG1903862
1.01
08/02/2212:21
08/02/22 20:25
KLA
Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
MW-4 L1519896-05 GW
M.M.
07/28/2211:45
07/29/2209:00
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
Wet Chemistry by Method 9056A
WG1903106
1
07/30/2214:36
07/30/2214:36
LBR
Mt. Juliet, TN
Mercury by Method 7470A
WG1903400
1
07/31/2210:41
08/01/2210:46
MRW
Mt. Juliet, TN
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2212:47
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905934
1
08/09/2210:35
08/12/2217:44
JPD
Mt. Juliet, TN
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
PAGE:
Withers & Ravenel Eng. - Standard
06140180.48
L1519896
08/25/22 09:05
4 of 72

SAMPLE SUMMARY
Collected by
Collected date/time
Received date/time
MW-4 L1519896-05 GW
M.M.
07/28/2211:45
07/29/22 09:00
C p
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
FTC
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2216:59
08/01/2216:59
ACG
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/01/22 23:30
08/01/22 23:30
JAH
Mt. Juliet, TN
EDB / DBCP by Method 8011
WG1903862
1.01
08/02/2212:21
08/02/22 20:38
KLA
Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
CCl
MW-5 L1519896-06 GW
M.M.
07/28/2214:25
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
FSr
date/time
date/time
Wet Chemistry by Method 9056A
WG1903106
1
07/30/2214:57
07/30/2214:57
LBR
Mt. Juliet, TN
6
QC
Mercury by Method 7470A
WG1903400
1
07/31/2210:41
08/01/2210:48
MRW
Mt. Juliet, TN
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2212:50
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905934
1
08/09/2210:35
08/12/2217:48
JPD
Mt. Juliet, TN
GI
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2217:18
08/01/2217:18
ACG
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/01/22 23:50
08/01/22 23:50
JAH
Mt. Juliet, TN
FAI
EDB / DBCP by Method 8011
WG1903862
1.04
08/02/2212:21
08/02/22 20:50
KLA
Mt. Juliet, TN
FSC
Collected by
Collected date/time
Received date/time
MW-6 L1519896-07 GW
M.M.
07/28/2217:00
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
Wet Chemistry by Method 9056A
WG1903106
1
07/30/2215:12
07/30/2215:12
LBR
Mt. Juliet, TN
Mercury by Method 7470A
WG1903400
1
07/31/2210:41
08/01/2210:50
MRW
Mt. Juliet, TN
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2212:53
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905934
1
08/09/2210:35
08/12/2217:58
JPD
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2217:38
08/01/2217:38
ACG
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/02/22 00:10
08/02/22 00:10
JAH
Mt. Juliet, TN
EDB / DBCP by Method 8011
WG1903862
1
08/02/2212:21
08/02/22 21:02
KLA
Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
MW-DUP L1519896-08 GW
M.M.
07/28/2210:00
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
Wet Chemistry by Method 9056A
WG1903106
1
07/30/2215:27
07/30/2215:27
LBR
Mt. Juliet, TN
Mercury by Method 7470A
WG1903400
1
07/31/2210:41
08/01/2210:52
MRW
Mt. Juliet, TN
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2212:55
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905934
1
08/09/2210:35
08/12/2218:01
JPD
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2217:58
08/01/2217:58
ACG
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/02/22 00:30
08/02/22 00:30
JAH
Mt. Juliet, TN
EDB / DBCP by Method 8011
WG1903862
1.06
08/02/2212:21
08/02/22 21:51
KLA
Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
SW-1 L1519896-09 GW
M.M.
07/28/2213:05
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
Wet Chemistry by Method 9056A
WG1903106
1
07/30/2215:42
07/30/2215:42
LBR
Mt. Juliet, TN
Mercury by Method 7470A
WG1903400
1
07/31/2210:41
08/01/2210:54
MRW
Mt. Juliet, TN
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2212:58
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905934
1
08/09/2210:35
08/12/2218:04
JPD
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2218:17
08/01/2218:17
ACG
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/02/22 00:49
08/02/22 00:49
JAH
Mt. Juliet, TN
EDB / DBCP by Method 8011
WG1903862
1
08/02/2212:21
08/02/22 22:03
KLA
Mt. Juliet, TN
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
PAGE:
Withers & Ravenel Eng. - Standard
06140180.48
L1519896
08/25/22 09:05
5 of 72

SAMPLE SUMMARY
Collected by
Collected date/time
Received date/time
SW-2 L1519896-10 GW
M.M.
07/28/2212:20
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
Wet Chemistry by Method 9056A
WG1903106
1
07/30/2215:57
07/30/2215:57
LBR
Mt. Juliet, TN
Mercury by Method 7470A
WG1903400
1
07/31/2210:41
08/01/2210:56
MRW
Mt. Juliet, TN
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2213:01
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905934
1
08/09/2210:35
08/12/2218:07
JPD
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2218:37
08/01/2218:37
ACG
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/02/22 01:09
08/02/22 01:09
JAH
Mt. Juliet, TN
EDB / DBCP by Method 8011
WG1903862
1
08/02/2212:21
08/02/22 22:15
KLA
Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
SW-3 L1519896-11 GW
M.M.
07/28/2212:50
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
Wet Chemistry by Method 9056A
WG1903106
1
07/30/2216:11
07/30/2216:11
LBR
Mt. Juliet, TN
Mercury by Method 7470A
WG1903400
1
07/31/2210:41
08/01/2210:58
MRW
Mt. Juliet, TN
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2213:04
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905934
1
08/09/2210:35
08/12/2218:11
JPD
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2218:56
08/01/2218:56
ACG
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/02/22 01:29
08/02/22 01:29
JAH
Mt. Juliet, TN
EDB / DBCP by Method 8011
WG1903862
1.02
08/02/2212:21
08/02/22 22:27
KLA
Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
SW-4 L1519896-12 GW
M.M.
07/28/2212:35
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
Wet Chemistry by Method 9056A
WG1903106
1
07/30/2216:56
07/30/2216:56
LBR
Mt. Juliet, TN
Mercury by Method 7470A
WG1903400
1
07/31/2210:41
08/01/2211:00
MRW
Mt. Juliet, TN
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2213:12
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905938
1
08/08/2217:55
08/09/2215:15
JPD
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2219:16
08/01/2219:16
ACG
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/02/22 01:49
08/02/22 01:49
JAH
Mt. Juliet, TN
EDB / DBCP by Method 8011
WG1903862
1.04
08/02/2212:21
08/02/22 22:39
KLA
Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
SW-DUP L1519896-13 GW
M.M.
07/28/2213:20
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst
Location
date/time
date/time
Wet Chemistry by Method 9056A
WG1903106
1
07/30/2217:11
07/30/2217:11
LBR
Mt. Juliet, TN
Mercury by Method 7470A
WG1903401
1
08/01/22 09:54
08/02/22 09:40
MRW
Mt. Juliet, TN
Metals (ICP) by Method 6010D
WG1907156
1
08/09/2210:14
08/10/2213:15
CCE
Mt. Juliet, TN
Metals (ICPMS) by Method 6020B
WG1905938
1
08/08/2217:55
08/09/2215:18
JPD
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1
08/01/2219:36
08/01/2219:36
ACG
Mt. Juliet, TN
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
WG1903315
1
08/02/22 02:51
08/02/22 02:51
JAH
Mt. Juliet, TN
EDB / DBCP by Method 8011
WG1903862
1
08/02/2212:21
08/02/22 22:51
KLA
Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
MW-1R L1519896-14 GW
M.M.
07/28/2214:20
07/29/22 09:00
Method
Wet Chemistry by Method 2320 B-2011
Wet Chemistry by Method 4500S2 D-2011
Wet Chemistry by Method 9056A
Wet Chemistry by Method 9060A
ACCOUNT:
Withers & Ravenel Eng. - Standard
Batch
WG1907887
WG1904088
WG1902833
WG1908777
PROJECT:
06140180.48
Dilution Preparation Analysis
date/time date/time
Analyst
1 08/09/2217:30
08/09/2217:30
JAR
1 08/01/22 21:49
08/01/22 21:49
CRB
1 07/29/2212:54
07/29/2212:54
LBR
1 08/11/22 02:07
08/11/22 02:07
EIG
SDG:
DATE/TIME:
L1519896
08/25/22 09:05
Location
Mt. Juliet, TN
Mt. Juliet, TN
Mt. Juliet, TN
Mt. Juliet. TN
FP1
FTC
M
rCn]
FSr
RC
F,
FAI
FSC
PAGE:
6 of 72

------------
------------
SAMPLE
SUMMARY
Collected by
Collected date/time
Received date/time
MW-2R L1519896-15 GW
M.M.
07/28/2210:25
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst Location
date/time
date/time
Wet Chemistry by Method 2320 B-2011
WG1907887
1
08/09/2217:45
08/09/2217:45
JAR Mt. Juliet, TN
Wet Chemistry by Method 450052 D-2011
WG1904088
1
08/01/22 21:49
08/01/22 21:49
CRB Mt. Juliet, TN
Wet Chemistry by Method 9056A
WG1902833
1
07/29/2215:02
07/29/2215:02
LBR Mt. Juliet, TN
Wet Chemistry by Method 9060A
WG1908777
1
08/11/22 03:12
08/11/22 03:12
EIG Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
MW-3S L1519896-16 GW
M.M.
07/28/2210:30
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst Location
date/time
date/time
Wet Chemistry by Method 2320 B-2011
WG1907887
1
08/09/2217:50
08/09/2217:50
JAR Mt. Juliet, TN
Wet Chemistry by Method 450052 D-2011
WG1904088
1
08/01/22 21:49
08/01/22 21:49
CRB Mt. Juliet, TN
Wet Chemistry by Method 9056A
WG1902833
1
07/29/2215:14
07/29/2215:14
LBR Mt. Juliet, TN
Wet Chemistry by Method 9060A
WG1909549
1
08/24/22 01:31
08/24/22 01:31
LOH Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
MW-3D L1519896-17 GW
M.M.
07/28/2211:40
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst Location
date/time
date/time
Wet Chemistry by Method 2320 B-2011
WG1907887
1
08/09/2217:55
08/09/2217:55
JAR Mt. Juliet, TN
Wet Chemistry by Method 450052 D-2011
WG1904088
1
08/01/22 21:50
08/01/22 21:50
CRB Mt. Juliet, TN
Wet Chemistry by Method 9056A
WG1902833
1
07/29/2215:27
07/29/2215:27
LBR Mt. Juliet, TN
Wet Chemistry by Method 9060A
WG1909549
1
08/24/22 02:03
08/24/22 02:03
LOH Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
MW-4 L1519896-18 GW
M.M.
07/28/2211:45
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst Location
date/time
date/time
Wet Chemistry by Method 2320 B-2011
WG1907887
1
08/09/2217:59
08/09/2217:59
JAR Mt. Juliet, TN
Wet Chemistry by Method 450052 D-2011
WG1904088
1
08/01/22 21:50
08/01/22 21:50
CRB Mt. Juliet, TN
Wet Chemistry by Method 9056A
WG1902833
1
07/29/2215:40
07/29/2215:40
LBR Mt. Juliet, TN
Wet Chemistry by Method 9060A
WG1909549
1
08/24/22 02:35
08/24/22 02:35
LOH Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
MW-5 L1519896-19 GW
M.M.
07/28/2214:25
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst Location
date/time
date/time
Wet Chemistry by Method 2320 B-2011
WG1907887
1
08/09/2218:16
08/09/2218:16
JAR Mt. Juliet, TN
Wet Chemistry by Method 450052 D-2011
WG1904088
1
08/01/22 21:50
08/01/22 21:50
CRB Mt. Juliet, TN
Wet Chemistry by Method 9056A
WG1902833
1
07/29/2215:53
07/29/2215:53
LBR Mt. Juliet, TN
Wet Chemistry by Method 9060A
WG1909549
1
08/24/22 03:43
08/24/22 03:43
LOH Mt. Juliet, TN
Collected by
Collected date/time
Received date/time
MW-6 L1519896-20 GW
M.M.
07/28/2217:00
07/29/22 09:00
Method
Batch
Dilution
Preparation
Analysis
Analyst Location
date/time
date/time
Wet Chemistry by Method 2320 B-2011
WG1908185
1
08/10/2213:27
08/10/2213:27
JAR Mt. Juliet, TN
Wet Chemistry by Method 450052 D-2011
WG1904088
1
08/01/22 21:52
08/01/22 21:52
CRB Mt. Juliet, TN
Wet Chemistry by Method 9056A
WG1902833
1
07/29/2216:05
07/29/2216:05
LBR Mt. Juliet, TN
Wet Chemistry by Method 9060A
WG1909549
1
08/24/22 03:59
08/24/22 03:59
LOH Mt. Juliet, TN
FP1
FTC
M
rCn]
FSr
rqC
�GI
$AI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 7 of 72

SAMPLE SUMMARY
MW-DUP L1519896-21 GW
Collected by
M.M.
Collected date/time
07/28/2210:00
Received date/time
07/29/2209:00
C p
Method
Batch
Dilution Preparation
Analysis
Analyst Location
date/time
date/time
FTC
Wet Chemistry by Method 2320 B-2011
WG1908185
1 08/10/2213:34
08/10/2213:34
JAR Mt. Juliet, TN
Wet Chemistry by Method 4500S2 D-2011
WG1904088
1 08/01/22 21:52
08/01/22 21:52
CRB Mt. Juliet, TN
Wet Chemistry by Method 9056A
WG1902833
1 07/29/2216:44
07/29/2216:44
LBR Mt. Juliet, TN
Wet Chemistry by Method 9060A
WG1909551
1 08/22/22 20:20
08/22/22 20:20
BGM Mt. Juliet, TN
4
Cn
Collected by
Collected date/time
Received date/time
TRIP BLANK X2 L1519896-22 GW
M.M.
07/28/2200:00
07/29/2209:00
FSr
Method
Batch
Dilution Preparation
Analysis
Analyst Location
date/time
date/time
6QC
Volatile Organic Compounds (GC/MS) by Method 8260D
WG1903934
1 08/01/2219:55
08/01/2219:55
ACG Mt. Juliet, TN
�GI
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 8 of 72

CASE NARRATIVE
All sample aliquots were received at the correct temperature, in the proper containers, with the
appropriate preservatives, and within method specified holding times, unless qualified or notated within
the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples
have been corrected for the dilution factor used in the analysis. All Method and Batch Quality Control
are within established criteria except where addressed in this case narrative, a non-conformance form
or properly qualified within the sample results. By my digital signature below, I affirm to the best of my
knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the
quality of the data have been identified by the laboratory, and no information or data have been
knowingly withheld that would affect the quality of the data.
Heather J Wagner
Project Manager
FP
FC
FSS
Fr
RC
F,
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 9 of 72

SAMPLE RESULTS - 01
L1519896
MW-1R
Collected date/time: 07/28/22 14:20
Wet Chemistry by Method 9056A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Fluoride U 64.0 150 1 07/30/2022 02:35 WG1903052
Mercury by Method 7470A
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Mercury U
0.100
0.200
1 08/01/202210:34
WG1903400
Metals (ICP) by Method 6010D
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Arsenic U
4.40
10.0
1 08/10/202212:31
WG1907156
Barium 150
0.736
5.00
1 08/10/202212:31
WG1907156
Chromium 2.48
J
1.40
10.0
1 08/10/202212:31
WG1907156
Cobalt 2.46
J
0.840
10.0
1 08/10/202212:31
WG1907156
Lead 14.8
2.99
6.00
1 08/10/202212:31
WG1907156
Nickel U
1.61
10.0
1 08/10/202212:31
WG1907156
Silver U
1.54
5.00
1 08/10/202212:31
WG1907156
Vanadium 11.3
J
4.99
20.0
1 08/10/202212:31
WG1907156
Metals (ICPMS) by Method 6020B
Result Qualifier MDL RDL
Analyte ug/I ug/I ug/I
Antimony U 1.03 4.00
Beryllium 1.04 J 0.190 2.00
Cadmium U 0.150 1.00
Copper 3.03 J 1.51 5.00
Selenium 0.918 J 0.300 2.00
Thallium 0.159 J 0.121 2.00
Zinc 28.0 3.02 25.0
Volatile Organic Compounds (GC/MS) by Method 8260D
Dilution Analysis
date / time
1 08/12/202217:34
1 08/12/202217:34
1 08/12/202217:34
1 08/12/202217:34
1 08/12/202217:34
1 08/12/202217:34
1 08/12/202217:34
Batch
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
Acetone
U
11.3
50.0
1 08/01/202215:40
WG1903934
Acrylonitrile
U
0.671
10.0
1 08/01/202215:40
WG1903934
Benzene
1.15
0.0941
1.00
1 08/01/202215:40
WG1903934
Bromochloromethane
U
J4
0.128
1.00
1 08/01/202215:40
WG1903934
Bromodichloromethane
U
0.136
1.00
1 08/01/202215:40
WG1903934
Bromoform
U
C3
0.129
1.00
1 08/01/202215:40
WG1903934
Bromomethane
U
0.605
5.00
1 08/01/202215:40
WG1903934
Carbon disulfide
U
0.0962
1.00
1 08/01/202215:40
WG1903934
Carbon tetrachloride
U
0.128
1.00
1 08/01/202215:40
WG1903934
Chlorobenzene
U
0.116
1.00
1 08/01/202215:40
WG1903934
Chlorodibromomethane
U
0.140
1.00
1 08/01/202215:40
WG1903934
Chloroethane
U
0.192
5.00
1 08/01/202215:40
WG1903934
Chloroform
U
0.111
5.00
1 08/01/202215:40
WG1903934
Chloromethane
U
0.960
2.50
1 08/01/202215:40
WG1903934
Dibromomethane
U
0.122
1.00
1 08/01/202215:40
WG1903934
1,2-Dichlorobenzene
U
0.107
1.00
1 08/01/202215:40
WG1903934
1,4-Dichlorobenzene
U
0.120
1.00
1 08/01/202215:40
WG1903934
trans-1,4-Dichloro-2-butene
U
C3
0.467
2.50
1 08/01/202215:40
WG1903934
1,1-Dichloroethane
0.264
J
0.100
1.00
1 08/01/202215:40
WG1903934
1,2-Dichloroethane
U
0.0819
1.00
1 08/01/202215:40
WG1903934
1,1-Dichloroethene
U
0.188
1.00
1 08/01/202215:40
WG1903934
ACCOUNT:
PROJECT:
SDG:
DATE/TIME: PAGE:
Withers & Ravenel
Eng. - Standard
06140180.48
L1519896
08/25/22 09:05 10 of 72

MW-1R SAMPLE RESULTS - 01
Collected date/time: 07/28/22 14:20 L1519896
Volatile Organic Compounds (GC/MS) by Method 8260D
Result
Qualifier
MDL
RDL
Dilution Analysis
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
7.72
C5 J4
0.126
1.00
1 08/01/202215:40
trans-1,2-Dichloroethene
U
0.149
1.00
1 08/01/202215:40
1,2-Dichloropropane
0.647
J_
0.149
1.00
1 08/01/202215:40
cis-1,3-Dichloropropene
U
0.111
1.00
1 08/01/202215:40
trans-1,3-Dichloropropene
U
C3 J4
0.118
1.00
1 08/01/202215:40
Ethylbenzene
1.04
0.137
1.00
1 08/01/202215:40
2-Hexanone
U
0.787
10.0
1 08/01/202215:40
lodomethane
U
6.00
10.0
1 08/01/202215:40
2-Butanone (MEK)
1.98
C3 J
1.19
10.0
1 08/01/202215:40
Methylene Chloride
U
0.430
5.00
1 08/01/202215:40
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0
1 08/01/202215:40
Styrene
U
C3
0.118
1.00
1 08/01/202215:40
1,1,1,2-Tetrachloroethane
U
0.147
1.00
1 08/01/202215:40
1,1,2,2-Tetrachloroethane
U
0.133
1.00
1 08/01/202215:40
Tetrachloroethene
U
0.300
1.00
1 08/01/202215:40
Toluene
0.946
J
0.278
1.00
1 08/01/202215:40
1,1,1-Trichloroethane
U
0.149
1.00
1 08/01/202215:40
1,1,2-Trichloroethane
U
0.158
1.00
1 08/01/202215:40
Trichloroethene
0.373
J_
0.190
1.00
1 08/01/202215:40
Trichlorofluoromethane
U
0.160
5.00
1 08/01/202215:40
1,2,3-Trichloropropane
U
0.237
2.50
1 08/01/202215:40
Vinyl acetate
U
C3
0.692
10.0
1 08/01/202215:40
Vinyl chloride
3.73
0.234
1.00
1 08/01/202215:40
Xylenes, Total
8.55
0.174
3.00
1 08/01/202215:40
(S) Toluene-d8
100
80.0-120
081011202215:40
(S) 4-Bromofluorobenzene
93.0
77.0-126
081011202215:40
(S)1,2-Dich/oroethone-d4
113
70.0-130
081011202215:40
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
Result Qualifier MDL RDL Dilution Analysis
Analyte ug/I ug/I ug/I date / time
1,4-Dioxane U
(S) Toluene-d8 105
EDB / DBCP by Method 8011
Batch
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
WG1903934
Batch
0.597 3.00 1 08/01/2022 22:10 WG1903315
77.0-127 081011202222:10 WG1903315
Result
Qualifier MDL
RDL
Dilution Analysis Batch
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00536
0.0200
1 08/02/2022 20:01 WG1903862
1,2-Dibromo-3-Chloropropane
U
0.00748
0.0200
1 08/02/2022 20:01 WG1903862
FP1
FTc
FSS
4
Cn
RC
F,
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 11 of 72

SAMPLE RESULTS - 02
L1519896
MW-2R
Collected date/time: 07/28/22 10:25
Wet Chemistry by Method 9056A
Result Qualifier MDL RDL
Analyte ug/I ug/I ug/I
Fluoride U 64.0 150
Mercury by Method 7470A
Result
Qualifier
MDL
Analyte ug/I
ug/I
Mercury U
0.100
Metals (ICP) by Method 6010D
Result
Qualifier
MDL
Analyte ug/I
ug/I
Arsenic 4.94
J
4.40
Barium 227
0.736
Chromium J
1.40
Cobalt 3.91
J
0.840
Lead 4.60
J
2.99
Nickel J
1.61
Silver J
1.54
Vanadium J
4.99
Metals (ICPMS) by Method 6020B
Dilution Analysis Batch
date / time
1 07/30/2022 02:53 WG1903052
RDL
Dilution Analysis Batch
ug/I
date / time
0.200
1 08/01/202210:36 WG1903400
RDL
Dilution Analysis Batch
ug/I
date / time
10.0
1 08/10/202212:39
WG1907156
5.00
1 08/10/202212:39
WG1907156
10.0
1 08/10/202212:39
WG1907156
10.0
1 08/10/202212:39
WG1907156
6.00
1 08/10/202212:39
WG1907156
10.0
1 08/10/202212:39
WG1907156
5.00
1 08/10/202212:39
WG1907156
20.0
1 08/10/202212:39
WG1907156
Result
Qualifier
MDL
RDL
Analyte
ug/I
ug/I
ug/I
Antimony
J
1.03
4.00
Beryllium
0.213
J
0.190
2.00
Cadmium
0.214
J
0.150
1.00
Copper
1.72
J
1.51
5.00
Selenium
U
0.300
2.00
Thallium
J
0.121
2.00
Zinc
10.4
J
3.02
25.0
Volatile Organic Compounds
(GC/MS)
by Method
8260D
Result
Qualifier
MDL
RDL
Analyte
ug/I
ug/I
ug/I
Acetone
U
11.3
50.0
Acrylonitrile
J
0.671
10.0
Benzene
3.66
0.0941
1.00
Bromochloromethane
J
J4
0.128
1.00
Bromodichloromethane
U
0.136
1.00
Bromoform
J
C3
0.129
1.00
Bromomethane
U
0.605
5.00
Carbon disulfide
J
0.0962
1.00
Carbon tetrachloride
J
0.128
1.00
Chlorobenzene
J
0.116
1.00
Chlorodibromomethane
J
0.140
1.00
Chloroethane
J
0.192
5.00
Chloroform
J
0.111
5.00
Chloromethane
J
0.960
2.50
Dibromomethane
U
0.122
1.00
1,2-Dichlorobenzene
J
0.107
1.00
1,4-Dichlorobenzene
U
0.120
1.00
trans-1,4-Dichloro-2-butene
J
C3
0.467
2.50
1,1-Dichloroethane
10.5
0.100
1.00
1,2-Dichloroethane
J
0.0819
1.00
1,1-Dichloroethene
J
0.188
1.00
ACCOUNT:
PROJECT:
Withers & Ravenel
Eng. - Standard
06140180.48
Dilution Analysis
Batch
date / time
1 08/12/202217:38
WG1905934
1 08/12/202217:38
WG1905934
1 08/12/202217:38
WG1905934
1 08/12/202217:38
WG1905934
1 08/12/202217:38
WG1905934
1 08/12/202217:38
WG1905934
1 08/12/202217:38
WG1905934
FP1
FTc
FSS
4
Cn
RC
r ql
FAI
FSC
Dilution Analysis
Batch
date / time
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
1 08/01/202216:00
WG1903934
SDG:
DATE/TIME: PAGE:
L1519896
08/25/22 09:05 12 of72

MW-2R SAMPLE RESULTS - 02
Collected date/time: 07/28/22 10:25 L1519896
Volatile Organic Compounds (GC/MS) by Method 8260D
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
31.1
C5 J4
0.126
1.00 1
08/01/202216:00
WG1903934
trans-1,2-Dichloroethene
0.906
J_
0.149
1.00 1
08/01/202216:00
WG1903934
1,2-Dichloropropane
4.08
0.149
1.00 1
08/01/202216:00
WG1903934
cis-1,3-Dichloropropene
U
0.111
1.00 1
08/01/202216:00
WG1903934
trans-1,3-Dichloropropene
U
C3 J4
0.118
1.00 1
08/01/202216:00
WG1903934
Ethylbenzene
U
0.137
1.00 1
08/01/202216:00
WG1903934
2-Hexanone
U
0.787
10.0 1
08/01/202216:00
WG1903934
lodomethane
U
6.00
10.0 1
08/01/202216:00
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0 1
08/01/202216:00
WG1903934
Methylene Chloride
U
0.430
5.00 1
08/01/202216:00
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0 1
08/01/202216:00
WG1903934
Styrene
U
C3
0.118
1.00 1
08/01/202216:00
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00 1
08/01/202216:00
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00 1
08/01/202216:00
WG1903934
Tetrachloroethene
U
0.300
1.00 1
08/01/202216:00
WG1903934
Toluene
U
0.278
1.00 1
08/01/202216:00
WG1903934
1,1,1-Trichloroethane
U
0.149
1.00 1
08/01/202216:00
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00 1
08/01/202216:00
WG1903934
Trichloroethene
0.566
J_
0.190
1.00 1
08/01/202216:00
WG1903934
Trichlorofluoromethane
U
0.160
5.00 1
08/01/202216:00
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50 1
08/01/202216:00
WG1903934
Vinyl acetate
U
C3
0.692
10.0 1
08/01/202216:00
WG1903934
Vinyl chloride
4.84
0.234
1.00 1
08/01/202216:00
WG1903934
Xylenes, Total
U
0.174
3.00 1
08/01/202216:00
WG1903934
(S) Toluene-d8
107
80.0-120
081011202216.00
WG1903934
(S) 4-Bromofluorobenzene
103
77.0-126
081011202216:00
WG1903934
(S)1,2-Dich/oroethene-d4
111
70.0-130
081011202216.00
WG1903934
Volatile Organic Compounds (GC/MS)
by Method 8260D-SIM
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
1,4-Dioxane
1.35
J
0.597
3.00 1
08/01/2022 22:30
WG1903315
(S)Toluene-d8
105
77.0-127
081011202222:30
WG1903315
EDB / DBCP by Method 8011
Result
Qualifier MDL
RDL
Dilution Analysis
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00547
0.0204
1.02 08/02/202219:00
1,2-Dibromo-3-Chloropropane
U
0.00763
0.0204
1.02 08/02/202219:00
Batch
WG1903862
WG1903862
FP1
FTc
FSS
4
Cn
RC
F,
FAI
FSC
ACCOUNT: PROJECT: SDG:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896
DATE/TIME: PAGE:
08/25/22 09:05 13 of 72

SAMPLE RESULTS - 03
L1519896
MW-3S
Collected date/time: 07/28/22 10:30
Wet Chemistry by Method 9056A
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Fluoride 94.3
J
64.0
150
1 07/30/2022 03:11
WG1903052
Mercury by Method 7470A
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Mercury U
0.100
0.200
1 08/01/202210:38
WG1903400
Metals (ICP) by Method 6010D
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Arsenic U
4.40
10.0
1 08/10/202212:42
WG1907156
Barium 169
0.736
5.00
1 08/10/202212:42
WG1907156
Chromium 8.51
J
1.40
10.0
1 08/10/202212:42
WG1907156
Cobalt 11.2
0.840
10.0
1 08/10/202212:42
WG1907156
Lead 6.78
2.99
6.00
1 08/10/202212:42
WG1907156
Nickel 5.45
J
1.61
10.0
1 08/10/202212:42
WG1907156
Silver U
1.54
5.00
1 08/10/202212:42
WG1907156
Vanadium 33.9
4.99
20.0
1 08/10/202212:42
WG1907156
Metals (ICPMS) by Method 6020B
Result Qualifier MDL RDL
Analyte ug/I ug/I ug/I
Antimony U 1.03 4.00
Beryllium 0.312 J 0.190 2.00
Cadmium 4.70 0.150 1.00
Copper 23.6 1.51 5.00
Selenium U 0.300 2.00
Thallium 0.157 J 0.121 2.00
Zinc 350 3.02 25.0
Volatile Organic Compounds (GC/MS) by Method 8260D
Dilution Analysis
date / time
1 08/12/202217:41
1 08/12/202217:41
1 08/12/202217:41
1 08/12/202217:41
1 08/12/202217:41
1 08/12/202217:41
1 08/12/202217:41
Batch
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
Acetone
U
11.3
50.0
1 08/01/202216:20
WG1903934
Acrylonitrile
U
0.671
10.0
1 08/01/202216:20
WG1903934
Benzene
0.231
J
0.0941
1.00
1 08/01/202216:20
WG1903934
Bromochloromethane
U
J4
0.128
1.00
1 08/01/202216:20
WG1903934
Bromodichloromethane
U
0.136
1.00
1 08/01/202216:20
WG1903934
Bromoform
U
C3
0.129
1.00
1 08/01/202216:20
WG1903934
Bromomethane
U
0.605
5.00
1 08/01/202216:20
WG1903934
Carbon disulfide
U
0.0962
1.00
1 08/01/202216:20
WG1903934
Carbon tetrachloride
U
0.128
1.00
1 08/01/202216:20
WG1903934
Chlorobenzene
0.768
J
0.116
1.00
1 08/01/202216:20
WG1903934
Chlorodibromomethane
U
0.140
1.00
1 08/01/202216:20
WG1903934
Chloroethane
U
0.192
5.00
1 08/01/202216:20
WG1903934
Chloroform
U
0.111
5.00
1 08/01/202216:20
WG1903934
Chloromethane
U
0.960
2.50
1 08/01/202216:20
WG1903934
Dibromomethane
U
0.122
1.00
1 08/01/202216:20
WG1903934
1,2-Dichlorobenzene
U
0.107
1.00
1 08/01/202216:20
WG1903934
1,4-Dichlorobenzene
U
0.120
1.00
1 08/01/202216:20
WG1903934
trans-1,4-Dichloro-2-butene
U
C3
0.467
2.50
1 08/01/202216:20
WG1903934
1,1-Dichloroethane
0.486
J
0.100
1.00
1 08/01/202216:20
WG1903934
1,2-Dichloroethane
U
0.0819
1.00
1 08/01/202216:20
WG1903934
1,1-Dichloroethene
U
0.188
1.00
1 08/01/202216:20
WG1903934
ACCOUNT:
PROJECT:
SDG:
DATE/TIME: PAGE:
Withers & Ravenel
Eng. - Standard
06140180.48
L1519896
08/25/22 09:05 14 of 72

MW-3S SAMPLE RESULTS - 03
Collected date/time: 07/28/22 10:30 L1519896
Volatile Organic Compounds (GC/MS) by Method 8260D
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
2.47
C5 J4
0.126
1.00 1
08/01/202216:20
WG1903934
trans-1,2-Dichloroethene
U
0.149
1.00 1
08/01/202216:20
WG1903934
1,2-Dichloropropane
U
0.149
1.00 1
08/01/202216:20
WG1903934
cis-1,3-Dichloropropene
U
0.111
1.00 1
08/01/202216:20
WG1903934
trans-1,3-Dichloropropene
U
C3 J4
0.118
1.00 1
08/01/202216:20
WG1903934
Ethylbenzene
U
0.137
1.00 1
08/01/202216:20
WG1903934
2-Hexanone
U
0.787
10.0 1
08/01/202216:20
WG1903934
lodomethane
U
6.00
10.0 1
08/01/202216:20
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0 1
08/01/202216:20
WG1903934
Methylene Chloride
U
0.430
5.00 1
08/01/202216:20
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0 1
08/01/202216:20
WG1903934
Styrene
U
C3
0.118
1.00 1
08/01/202216:20
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00 1
08/01/202216:20
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00 1
08/01/202216:20
WG1903934
Tetrachloroethene
U
0.300
1.00 1
08/01/202216:20
WG1903934
Toluene
U
0.278
1.00 1
08/01/202216:20
WG1903934
1,1,1-Trichloroethane
U
0.149
1.00 1
08/01/202216:20
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00 1
08/01/202216:20
WG1903934
Trichloroethene
U
0.190
1.00 1
08/01/202216:20
WG1903934
Trichlorofluoromethane
U
0.160
5.00 1
08/01/202216:20
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50 1
08/01/202216:20
WG1903934
Vinyl acetate
U
C3
0.692
10.0 1
08/01/202216:20
WG1903934
Vinyl chloride
1.11
0.234
1.00 1
08/01/202216:20
WG1903934
Xylenes, Total
U
0.174
3.00 1
08/01/202216:20
WG1903934
(S) Toluene-d8
109
80.0-120
081011202216:20
WG1903934
(S) 4-Bromofluorobenzene
96.1
77.0-126
081011202216:20
WG1903934
(S)1,2-Dich/oroethone-d4
106
70.0-130
081011202216:20
WG1903934
Volatile Organic Compounds (GC/MS)
by Method 8260D-SIM
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
1,4-Dioxane
4.73
0.597
3.00 1
08/01/2022 22:50
WG1903315
(S)Toluene-d8
106
77.0-127
081011202222.50
WG1903315
EDB / DBCP by Method 8011
Result
Qualifier MDL
RDL
Dilution Analysis
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00552
0.0206
1.03 08/02/2022 20:13
1,2-Dibromo-3-Chloropropane
U
0.00770
0.0206
1.03 08/02/2022 20:13
Batch
WG1903862
WG1903862
FP1
FTc
FSS
4
Cn
RC
F,
FAI
FSC
ACCOUNT: PROJECT: SDG:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896
DATE/TIME: PAGE:
08/25/22 09:05 15 of 72

SAMPLE RESULTS - 04
L1519896
MW-3D
Collected date/time: 07/28/22 11:40
Wet Chemistry by Method 9056A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Fluoride 71.0 J 64.0 150 1 07/30/2022 03:29 WG1903052
Mercury by Method 7470A
Result Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Mercury U
0.100
0.200
1 08/01/202210:44
WG1903400
Metals (ICP) by Method 6010D
Result Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Arsenic U
4.40
10.0
1 08/10/202212:45
WG1907156
Barium 50.5
0.736
5.00
1 08/10/202212:45
WG1907156
Chromium U
1.40
10.0
1 08/10/202212:45
WG1907156
Cobalt U
0.840
10.0
1 08/10/202212:45
WG1907156
Lead 3.28 J
2.99
6.00
1 08/10/202212:45
WG1907156
Nickel U
1.61
10.0
1 08/10/202212:45
WG1907156
Silver U
1.54
5.00
1 08/10/202212:45
WG1907156
Vanadium U
4.99
20.0
1 08/10/202212:45
WG1907156
Metals (ICPMS) by Method 6020B
Result Qualifier MDL RDL
Analyte ug/I ug/I ug/I
Antimony U 1.03 4.00
Beryllium U 0.190 2.00
Cadmium U 0.150 1.00
Copper 2.91 J 1.51 5.00
Selenium U 0.300 2.00
Thallium U 0.121 2.00
Zinc 7.34 J 3.02 25.0
Volatile Organic Compounds (GC/MS) by Method 8260D
Dilution Analysis
date / time
1 08/12/202216:45
1 08/12/202216:45
1 08/12/202216:45
1 08/12/202216:45
1 08/12/202216:45
1 08/12/202216:45
1 08/12/202216:45
Batch
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
Acetone
U
11.3
50.0
1 08/01/202216:39
WG1903934
Acrylonitrile
U
0.671
10.0
1 08/01/202216:39
WG1903934
Benzene
0.414
J
0.0941
1.00
1 08/01/202216:39
WG1903934
Bromochloromethane
U
J4
0.128
1.00
1 08/01/202216:39
WG1903934
Bromodichloromethane
U
0.136
1.00
1 08/01/202216:39
WG1903934
Bromoform
U
C3
0.129
1.00
1 08/01/202216:39
WG1903934
Bromomethane
U
0.605
5.00
1 08/01/202216:39
WG1903934
Carbon disulfide
U
0.0962
1.00
1 08/01/202216:39
WG1903934
Carbon tetrachloride
U
0.128
1.00
1 08/01/202216:39
WG1903934
Chlorobenzene
0.561
J
0.116
1.00
1 08/01/202216:39
WG1903934
Chlorodibromomethane
U
0.140
1.00
1 08/01/202216:39
WG1903934
Chloroethane
0.484
J
0.192
5.00
1 08/01/202216:39
WG1903934
Chloroform
U
0.111
5.00
1 08/01/202216:39
WG1903934
Chloromethane
U
0.960
2.50
1 08/01/202216:39
WG1903934
Dibromomethane
U
0.122
1.00
1 08/01/202216:39
WG1903934
1,2-Dichlorobenzene
U
0.107
1.00
1 08/01/202216:39
WG1903934
1,4-Dichlorobenzene
4.33
0.120
1.00
1 08/01/202216:39
WG1903934
trans-1,4-Dichloro-2-butene
U
C3
0.467
2.50
1 08/01/202216:39
WG1903934
1,1-Dichloroethane
1.21
0.100
1.00
1 08/01/202216:39
WG1903934
1,2-Dichloroethane
U
0.0819
1.00
1 08/01/202216:39
WG1903934
1,1-Dichloroethene
U
0.188
1.00
1 08/01/202216:39
WG1903934
ACCOUNT:
PROJECT:
SDG:
DATE/TIME: PAGE:
Withers & Ravenel
Eng. - Standard
06140180.48
L1519896
08/25/22 09:05 16 of 72

MW-3D SAMPLE
Collected date/time: 07/28/22 11:40
Volatile Organic Compounds (GC/MS) by Method 8260D
RESULTS - 04
L1519896
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
FP1
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
8.47
C5 J4
0.126
1.00
1 08/01/202216:39
WG1903934
FTc
trans-1,2-Dichloroethene
U
0.149
1.00
1 08/01/202216:39
WG1903934
1,2-Dichloropropane
0.849
J_
0.149
1.00
1 08/01/202216:39
WG1903934
cis-1,3-Dichloropropene
U
0.111
1.00
1 08/01/202216:39
WG1903934
F
trans-1,3-Dichloropropene
U
C3 J4
0.118
1.00
1 08/01/202216:39
WG1903934
Ethylbenzene
U
0.137
1.00
1 08/01/202216:39
WG1903934
4
Cn
2-Hexanone
U
0.787
10.0
1 08/01/202216:39
WG1903934
lodomethane
U
6.00
10.0
1 08/01/202216:39
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0
1 08/01/202216:39
WG1903934
Methylene Chloride
U
0.430
5.00
1 08/01/202216:39
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0
1 08/01/202216:39
WG1903934
6
QC
Styrene
U
C3
0.118
1.00
1 08/01/202216:39
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00
1 08/01/202216:39
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00
1 08/01/202216:39
WG1903934
GI
Tetrachloroethene
U
0.300
1.00
1 08/01/202216:39
WG1903934
Toluene
U
0.278
1.00
1 08/01/202216:39
WG1903934
FAI
1,1,1-Trichloroethane
U
0.149
1.00
1 08/01/202216:39
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00
1 08/01/202216:39
WG1903934
Trichloroethene
U
0.190
1.00
1 08/01/202216:39
WG1903934
FSC
Trichlorofluoromethane
U
0.160
5.00
1 08/01/202216:39
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50
1 08/01/202216:39
WG1903934
Vinyl acetate
U
C3
0.692
10.0
1 08/01/202216:39
WG1903934
Vinyl chloride
3.78
0.234
1.00
1 08/01/202216:39
WG1903934
Xylenes, Total
U
0.174
3.00
1 08/01/202216:39
WG1903934
(S) Toluene-d8
105
80.0-120
081011202216:39
WG1903934
(S) 4-Bromofluorobenzene
95.6
77.0-126
081011202216:39
WG1903934
(S 1,2-Dich/oroethene-d4
110
70.0-130
081011202216:39
WG1903934
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
Result Qualifier MDL
RDL
Dilution Analysis Batch
Analyte
ug/I ug/I
ug/I
date / time
1,4-Dioxane
3.80 0.597
3.00
1 08/01/2022 23:10 WG1903315
(S)Toluene-d8
106
77.0-127
081011202223:10 WG1903315
EDB / DBCP by Method 8011
Result
Qualifier MDL
RDL
Dilution Analysis
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00541
0.0202
1.01 08/02/2022 20:25
1,2-Dibromo-3-Chloropropane
U
0.00755
0.0202
1.01 08/02/2022 20:25
Batch
WG1903862
WG1903862
ACCOUNT: PROJECT: SDG:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896
DATE/TIME: PAGE:
08/25/22 09:05 17 of 72

SAMPLE RESULTS - 05
L1519896
M W-4
Collected date/time: 07/28/22 11:45
Wet Chemistry by Method 9056A
Result
Analyte ug/I
Fluoride 105
Mercury by Method 7470A
Qualifier MDL RDL
ug/I ug/I
J 64.0 150
Result
Qualifier
MDL
Analyte ug/I
ug/I
Mercury U
0.100
Metals (ICP) by Method 6010D
Result
Qualifier
MDL
Analyte ug/I
ug/I
Arsenic U
4.40
Barium 129
0.736
Chromium 12.4
1.40
Cobalt 2.74
J
0.840
Lead 5.41
J
2.99
Nickel 4.88
J
1.61
Silver J
1.54
Vanadium 11.2
J
4.99
Metals (ICPMS) by Method 6020B
RDL
ug/I
0.200
RDL
ug/I
10.0
5.00
10.0
10.0
6.00
10.0
5.00
20.0
Result
Qualifier
MDL
RDL
Analyte
ug/I
ug/I
ug/I
Antimony
U
1.03
4.00
Beryllium
0.268
J
0.190
2.00
Cadmium
U
0.150
1.00
Copper
10.0
1.51
5.00
Selenium
U
0.300
2.00
Thallium
J
0.121
2.00
Zinc
30.4
3.02
25.0
Volatile Organic Compounds
(GC/MS)
by Method
8260D
Result
Qualifier
MDL
RDL
Analyte
ug/I
ug/I
ug/I
Acetone
J
11.3
50.0
Acrylonitrile
J
0.671
10.0
Benzene
0.443
J
0.0941
1.00
Bromochloromethane
J
J4
0.128
1.00
Bromodichloromethane
U
0.136
1.00
Bromoform
J
C3
0.129
1.00
Bromomethane
U
0.605
5.00
Carbon disulfide
J
0.0962
1.00
Carbon tetrachloride
U
0.128
1.00
Chlorobenzene
J
0.116
1.00
Chlorodibromomethane
U
0.140
1.00
Chloroethane
0.999
J_
0.192
5.00
Chloroform
J
0.111
5.00
Chloromethane
J
0.960
2.50
Dibromomethane
U
0.122
1.00
1,2-Dichlorobenzene
J
0.107
1.00
1,4-Dichlorobenzene
U
0.120
1.00
trans-1,4-Dichloro-2-butene
J
C3
0.467
2.50
1,1-Dichloroethane
1.22
0.100
1.00
1,2-Dichloroethane
J
0.0819
1.00
1,1-Dichloroethene
U
0.188
1.00
ACCOUNT:
PROJECT:
Withers & Ravenel
Eng. - Standard
06140180.48
Dilution Analysis Batch
date / time
1 07/30/202214:36 WG1903106
Dilution Analysis Batch
date / time
1 08/01/202210:46 WG1903400
Dilution Analysis
date / time
1 08/10/202212:47
1 08/10/202212:47
1 08/10/202212:47
1 08/10/202212:47
1 08/10/202212:47
1 08/10/202212:47
1 08/10/202212:47
1 08/10/202212:47
Batch
WG1907156
WG1907156
WG1907156
WG1907156
WG1907156
WG1907156
WG1907156
WG1907156
Dilution Analysis
Batch
date / time
1 08/12/202217:44
WG1905934
1 08/12/202217:44
WG1905934
1 08/12/202217:44
WG1905934
1 08/12/202217:44
WG1905934
1 08/12/202217:44
WG1905934
1 08/12/202217:44
WG1905934
1 08/12/202217:44
WG1905934
Dilution Analysis
Batch
date / time
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
1 08/01/202216:59
WG1903934
SDG:
DATE/TIME:
L1519896
08/25/22 09:05
FP1
FTc
FSS
4
Cn
RC
r ql
FAI
FSC
18 of 72

MW-4 SAMPLE RESULTS - 05
Collected date/time: 07/28/22 11:45 L1519896
Volatile Organic Compounds (GC/MS) by Method 8260D
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
15.0
C5 J4
0.126
1.00 1
08/01/202216:59
WG1903934
trans-1,2-Dichloroethene
U
0.149
1.00 1
08/01/202216:59
WG1903934
1,2-Dichloropropane
U
0.149
1.00 1
08/01/202216:59
WG1903934
cis-1,3-Dichloropropene
U
0.111
1.00 1
08/01/202216:59
WG1903934
trans-1,3-Dichloropropene
U
C3 J4
0.118
1.00 1
08/01/202216:59
WG1903934
Ethylbenzene
U
0.137
1.00 1
08/01/202216:59
WG1903934
2-Hexanone
U
0.787
10.0 1
08/01/202216:59
WG1903934
lodomethane
U
6.00
10.0 1
08/01/202216:59
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0 1
08/01/202216:59
WG1903934
Methylene Chloride
U
0.430
5.00 1
08/01/202216:59
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0 1
08/01/202216:59
WG1903934
Styrene
U
C3
0.118
1.00 1
08/01/202216:59
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00 1
08/01/202216:59
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00 1
08/01/202216:59
WG1903934
Tetrachloroethene
U
0.300
1.00 1
08/01/202216:59
WG1903934
Toluene
U
0.278
1.00 1
08/01/202216:59
WG1903934
1,1,1-Trichloroethane
U
0.149
1.00 1
08/01/202216:59
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00 1
08/01/202216:59
WG1903934
Trichloroethene
U
0.190
1.00 1
08/01/202216:59
WG1903934
Trichlorofluoromethane
U
0.160
5.00 1
08/01/202216:59
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50 1
08/01/202216:59
WG1903934
Vinyl acetate
U
C3
0.692
10.0 1
08/01/202216:59
WG1903934
Vinyl chloride
11.6
0.234
1.00 1
08/01/202216:59
WG1903934
Xylenes, Total
U
0.174
3.00 1
08/01/202216:59
WG1903934
(S) Toluene-d8
105
80.0-120
081011202216.59
WG1903934
(S) 4-Bromofluorobenzene
92.8
77.0-126
081011202216:59
WG1903934
(S)1,2-Dich/oroethone-d4
108
70.0-130
081011202216.59
WG1903934
Volatile Organic Compounds (GC/MS)
by Method 8260D-SIM
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
1,4-Dioxane
4.94
0.597
3.00 1
08/01/2022 23:30
WG1903315
(S)Toluene-d8
105
77.0-127
081011202223:30
WG1903315
EDB / DBCP by Method 8011
Result
Qualifier MDL
RDL
Dilution Analysis
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00541
0.0202
1.01 08/02/2022 20:38
1,2-Dibromo-3-Chloropropane
U
0.00755
0.0202
1.01 08/02/2022 20:38
Batch
WG1903862
WG1903862
FP1
FTc
FSS
4
Cn
RC
F,
FAI
FSC
ACCOUNT: PROJECT: SDG:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896
DATE/TIME: PAGE:
08/25/22 09:05 19 of 72

MW-5
SAMPLE
RESULTS - 06
Collected date/time: 07/28/22 14:25
L1519896
Wet Chemistry by Method 9056A
FP1
Result
Qualifier
MDL
RDL
Dilution
Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Fluoride 79.0
J
64.0
150
1
07/30/202214:57
WG1903106
z
TC
Mercury by Method 7470A
FSS
Result
Qualifier
MDL
RDL
Dilution
Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
4Cr1
Mercury U
0.100
0.200
1
08/01/202210:48
WG1903400
Metals (ICP) by Method 6010D
Result
Qualifier
MDL
RDL
Dilution
Analysis
Batch
ug/I
ug/I
ug/I
date / time
RCAnalyte
Arsenic 11.3
4.40
10.0
1
08/10/202212:50
WG1907156
Barium 244
0.736
5.00
1
08/10/202212:50
WG1907156
rq
Chromium 19.4
1.40
10.0
1
08/10/202212:50
WG1907156
Cobalt 42.9
0.840
10.0
1
08/10/202212:50
WG1907156
Lead 62.1
2.99
6.00
1
08/10/202212:50
WG1907156
FAI
Nickel 4.71
J
1.61
10.0
1
08/10/202212:50
WG1907156
Silver U
1.54
5.00
1
08/10/202212:50
WG1907156
F
Vanadium 90.4
4.99
20.0
1
08/10/202212:50
WG1907156
Metals (ICPMS) by Method 6020B
Result
Qualifier
MDL
RDL
Dilution
Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Antimony U
1.03
4.00
1
08/12/202217:48
WG1905934
Beryllium 2.31
0.190
2.00
1
08/12/202217:48
WG1905934
Cadmium 0.774
J
0.150
1.00
1
08/12/202217:48
WG1905934
Copper 46.2
1.51
5.00
1
08/12/202217:48
WG1905934
Selenium 1.93
J
0.300
2.00
1
08/12/202217:48
WG1905934
Thallium 0.594
J
0.121
2.00
1
08/12/202217:48
WG1905934
Zinc 942
3.02
25.0
1
08/12/202217:48
WG1905934
Volatile Organic Compounds (GC/MS)
by Method 8260D
Result
Qualifier
MDL
RDL
Dilution
Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Acetone U
11.3
50.0
1
08/01/202217:18
WG1903934
Acrylonitrile U
0.671
10.0
1
08/01/202217:18
WG1903934
Benzene U
0.0941
1.00
1
08/01/202217:18
WG1903934
Bromochloromethane U
J4
0.128
1.00
1
08/01/202217:18
WG1903934
Bromodichloromethane U
0.136
1.00
1
08/01/202217:18
WG1903934
Bromoform U
C3
0.129
1.00
1
08/01/202217:18
WG1903934
Bromomethane U
0.605
5.00
1
08/01/202217:18
WG1903934
Carbon disulfide 0.945
J
0.0962
1.00
1
08/01/202217:18
WG1903934
Carbon tetrachloride U
0.128
1.00
1
08/01/202217:18
WG1903934
Chlorobenzene U
0.116
1.00
1
08/01/202217:18
WG1903934
Chlorodibromomethane U
0.140
1.00
1
08/01/202217:18
WG1903934
Chloroethane U
0.192
5.00
1
08/01/202217:18
WG1903934
Chloroform U
0.111
5.00
1
08/01/202217:18
WG1903934
Chloromethane U
0.960
2.50
1
08/01/202217:18
WG1903934
Dibromomethane U
0.122
1.00
1
08/01/202217:18
WG1903934
1,2-Dichlorobenzene U
0.107
1.00
1
08/01/202217:18
WG1903934
1,4-Dichlorobenzene U
0.120
1.00
1
08/01/202217:18
WG1903934
trans-1,4-Dichloro-2-butene U
C3
0.467
2.50
1
08/01/202217:18
WG1903934
1,1-Dichloroethane U
0.100
1.00
1
08/01/202217:18
WG1903934
1,2-Dichloroethane U
0.0819
1.00
1
08/01/202217:18
WG1903934
1,1-Dichloroethene U
0.188
1.00
1
08/01/202217:18
WG1903934
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
PAGE:
Withers & Ravenel Eng. - Standard
06140180.48
L1519896
08/25/22 09:05
20 of 72

MW-5
SAMPLE RESULTS - 06
Collected date/time: 07/28/22
14:25
L1519896
Volatile Organic Compounds
(GC/MS)
by Method 8260D
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
FP1
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
U
J4
0.126
1.00 1
08/01/202217:18
WG1903934
FTc
trans-1,2-Dichloroethene
U
0.149
1.00 1
08/01/202217:18
WG1903934
1,2-Dichloropropane
U
0.149
1.00 1
08/01/202217:18
WG1903934
cis-1,3-Dichloropropene
U
0.111
1.00 1
08/01/202217:18
WG1903934
F
trans-1,3-Dichloropropene
U
C3 J4
0.118
1.00 1
08/01/202217:18
WG1903934
Ethylbenzene
U
0.137
1.00 1
08/01/202217:18
WG1903934
4
Cn
2-Hexanone
U
0.787
10.0 1
08/01/202217:18
WG1903934
lodomethane
U
6.00
10.0 1
08/01/202217:18
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0 1
08/01/202217:18
WG1903934
Methylene Chloride
U
0.430
5.00 1
08/01/202217:18
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0 1
08/01/202217:18
WG1903934
6
QC
Styrene
U
C3
0.118
1.00 1
08/01/202217:18
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00 1
08/01/202217:18
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00 1
08/01/202217:18
WG1903934
GI
Tetrachloroethene
U
0.300
1.00 1
08/01/202217:18
WG1903934
Toluene
U
0.278
1.00 1
08/01/202217:18
WG1903934
FAI
1,1,1-Trichloroethane
U
0.149
1.00 1
08/01/202217:18
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00 1
08/01/202217:18
WG1903934
Trichloroethene
U
0.190
1.00 1
08/01/202217:18
WG1903934
FSC
Trichlorofluoromethane
U
0.160
5.00 1
08/01/202217:18
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50 1
08/01/202217:18
WG1903934
Vinyl acetate
U
C3
0.692
10.0 1
08/01/202217:18
WG1903934
Vinyl chloride
U
0.234
1.00 1
08/01/202217:18
WG1903934
Xylenes, Total
U
0.174
3.00 1
08/01/202217:18
WG1903934
(S) Toluene-d8
102
80.0-120
081011202217.78
WG1903934
(S) 4-Bromofluorobenzene
95.9
77.0-126
08101120221718
WG1903934
(S)1,2-Dich/oroethene-d4
110
70.0-130
081011202217.78
WG1903934
Volatile Organic Compounds
(GC/MS)
by Method 8260D-SIM
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
1,4-Dioxane U
(S) Toluene-d8 106
EDB / DBCP by Method 8011
0.597 3.00 1 08/01/2022 23:50 WG1903315
77.0-127 081011202223:50 WG1903315
Result
Qualifier MDL
RDL
Dilution Analysis Batch
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00557
0.0208
1.04 08/02/2022 20:50 WG1903862
1,2-Dibromo-3-Chloropropane
U
0.00778
0.0208
1.04 08/02/2022 20:50 WG1903862
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 21 of 72

SAMPLE RESULTS - 07
L1519896
MW-6
Collected date/time: 07/28/22 17:00
Wet Chemistry by Method 9056A
Result Qualifier MDL RDL
Analyte ug/I ug/I ug/I
Fluoride U 64.0 150
Mercury by Method 7470A
Result
Qualifier
MDL
Analyte ug/I
ug/I
Mercury U
0.100
Metals (ICP) by Method 6010D
Result
Qualifier
MDL
Analyte ug/I
ug/I
Arsenic J
4.40
Barium 168
0.736
Chromium 5.23
J
1.40
Cobalt J
0.840
Lead 17.6
2.99
Nickel J
1.61
Silver J
1.54
Vanadium 15.9
J
4.99
Metals (ICPMS) by Method 6020B
Dilution Analysis Batch
date / time
1 07/30/202215:12 WG1903106
RDL
Dilution Analysis Batch
ug/I
date / time
0.200
1 08/01/202210:50 WG1903400
RDL
Dilution Analysis Batch
ug/I
date / time
10.0
1 08/10/202212:53
WG1907156
5.00
1 08/10/202212:53
WG1907156
10.0
1 08/10/202212:53
WG1907156
10.0
1 08/10/202212:53
WG1907156
6.00
1 08/10/202212:53
WG1907156
10.0
1 08/10/202212:53
WG1907156
5.00
1 08/10/202212:53
WG1907156
20.0
1 08/10/202212:53
WG1907156
Result Qualifier MDL RDL
Analyte ug/I ug/I ug/I
Antimony J 1.03 4.00
Beryllium 0.665 J 0.190 2.00
Cadmium J 0.150 1.00
Copper 4.25 J 1.51 5.00
Selenium 1.34 J 0.300 2.00
Thallium 0.186 J 0.121 2.00
Zinc 27.2 3.02 25.0
Volatile Organic Compounds (GC/MS) by Method 8260D
Dilution Analysis
date / time
1 08/12/202217:58
1 08/12/202217:58
1 08/12/202217:58
1 08/12/202217:58
1 08/12/202217:58
1 08/12/202217:58
1 08/12/202217:58
Batch
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
Acetone
U
11.3
50.0
1 08/01/202217:38
WG1903934
Acrylonitrile
J
0.671
10.0
1 08/01/202217:38
WG1903934
Benzene
U
0.0941
1.00
1 08/01/202217:38
WG1903934
Bromochloromethane
J
J4
0.128
1.00
1 08/01/202217:38
WG1903934
Bromodichloromethane
U
0.136
1.00
1 08/01/202217:38
WG1903934
Bromoform
J
C3
0.129
1.00
1 08/01/202217:38
WG1903934
Bromomethane
U
0.605
5.00
1 08/01/202217:38
WG1903934
Carbon disulfide
J
0.0962
1.00
1 08/01/202217:38
WG1903934
Carbon tetrachloride
J
0.128
1.00
1 08/01/202217:38
WG1903934
Chlorobenzene
J
0.116
1.00
1 08/01/202217:38
WG1903934
Chlorodibromomethane
J
0.140
1.00
1 08/01/202217:38
WG1903934
Chloroethane
J
0.192
5.00
1 08/01/202217:38
WG1903934
Chloroform
J
0.111
5.00
1 08/01/202217:38
WG1903934
Chloromethane
J
0.960
2.50
1 08/01/202217:38
WG1903934
Dibromomethane
U
0.122
1.00
1 08/01/202217:38
WG1903934
1,2-Dichlorobenzene
J
0.107
1.00
1 08/01/202217:38
WG1903934
1,4-Dichlorobenzene
U
0.120
1.00
1 08/01/202217:38
WG1903934
trans-1,4-Dichloro-2-butene
J
C3
0.467
2.50
1 08/01/202217:38
WG1903934
1,1-Dichloroethane
J
0.100
1.00
1 08/01/202217:38
WG1903934
1,2-Dichloroethane
J
0.0819
1.00
1 08/01/202217:38
WG1903934
1,1-Dichloroethene
J
0.188
1.00
1 08/01/202217:38
WG1903934
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
Withers & Ravenel
Eng. - Standard
06140180.48
L1519896
08/25/22 09:05
FP1
FTc
FSS
4
Cn
RC
r ql
FAI
FSC
22 of 72

MW-6
SAMPLE RESULTS - 07
Collected date/time: 07/28/22
17:00
L1519896
Volatile Organic Compounds
(GC/MS)
by Method 8260D
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
FP1
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
U
J4
0.126
1.00 1
08/01/202217:38
WG1903934
FTc
trans-1,2-Dichloroethene
U
0.149
1.00 1
08/01/202217:38
WG1903934
1,2-Dichloropropane
U
0.149
1.00 1
08/01/202217:38
WG1903934
cis-1,3-Dichloropropene
U
0.111
1.00 1
08/01/202217:38
WG1903934
F
trans-1,3-Dichloropropene
U
C3 J4
0.118
1.00 1
08/01/202217:38
WG1903934
Ethylbenzene
U
0.137
1.00 1
08/01/202217:38
WG1903934
4
Cn
2-Hexanone
U
0.787
10.0 1
08/01/202217:38
WG1903934
lodomethane
U
6.00
10.0 1
08/01/202217:38
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0 1
08/01/202217:38
WG1903934
Methylene Chloride
U
0.430
5.00 1
08/01/202217:38
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0 1
08/01/202217:38
WG1903934
6
QC
Styrene
U
C3
0.118
1.00 1
08/01/202217:38
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00 1
08/01/202217:38
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00 1
08/01/202217:38
WG1903934
GI
Tetrachloroethene
U
0.300
1.00 1
08/01/202217:38
WG1903934
Toluene
U
0.278
1.00 1
08/01/202217:38
WG1903934
FAI
1,1,1-Trichloroethane
U
0.149
1.00 1
08/01/202217:38
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00 1
08/01/202217:38
WG1903934
Trichloroethene
U
0.190
1.00 1
08/01/202217:38
WG1903934
FSC
Trichlorofluoromethane
U
0.160
5.00 1
08/01/202217:38
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50 1
08/01/202217:38
WG1903934
Vinyl acetate
U
C3
0.692
10.0 1
08/01/202217:38
WG1903934
Vinyl chloride
U
0.234
1.00 1
08/01/202217:38
WG1903934
Xylenes, Total
U
0.174
3.00 1
08/01/202217:38
WG1903934
(S) Toluene-d8
104
80.0-120
081011202217.38
WG1903934
(S) 4-Bromofluorobenzene
88.9
77.0-126
08101120221738
WG1903934
(S)1,2-Dich/oroethone-d4
117
70.0-130
081011202217.38
WG1903934
Volatile Organic Compounds
(GC/MS)
by Method 8260D-SIM
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
1,4-Dioxane U
(S) Toluene-d8 106
EDB / DBCP by Method 8011
0.597 3.00 1 08/02/2022 00:10 WG1903315
77.0-127 0810212022 00.10 WG1903315
Result
Qualifier MDL
RDL
Dilution Analysis
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00536
0.0200
1 08/02/2022 21:02
1,2-Dibromo-3-Chloropropane
U
0.00748
0.0200
1 08/02/2022 21:02
Batch
WG1903862
WG1903862
ACCOUNT: PROJECT: SDG:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896
DATE/TIME: PAGE:
08/25/22 09:05 23 of 72

SAMPLE RESULTS - 08
L1519896
MW-DUP
Collected date/time: 07/28/22 10:00
Wet Chemistry by Method 9056A
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Fluoride 96.5
J
64.0
150
1 07/30/202215:27
WG1903106
Mercury by Method 7470A
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Mercury U
0.100
0.200
1 08/01/202210:52
WG1903400
Metals (ICP) by Method 6010D
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Arsenic U
4.40
10.0
1 08/10/202212:55
WG1907156
Barium 50.0
0.736
5.00
1 08/10/202212:55
WG1907156
Chromium U
1.40
10.0
1 08/10/202212:55
WG1907156
Cobalt U
0.840
10.0
1 08/10/202212:55
WG1907156
Lead U
2.99
6.00
1 08/10/202212:55
WG1907156
Nickel U
1.61
10.0
1 08/10/202212:55
WG1907156
Silver U
1.54
5.00
1 08/10/202212:55
WG1907156
Vanadium U
4.99
20.0
1 08/10/202212:55
WG1907156
Metals (ICPMS) by Method 6020B
Result Qualifier MDL RDL
Analyte ug/I ug/I ug/I
Antimony U 1.03 4.00
Beryllium U 0.190 2.00
Cadmium U 0.150 1.00
Copper 3.25 J 1.51 5.00
Selenium U 0.300 2.00
Thallium U 0.121 2.00
Zinc 6.00 J 3.02 25.0
Volatile Organic Compounds (GC/MS) by Method 8260D
Dilution Analysis
date / time
1 08/12/202218:01
1 08/12/202218:01
1 08/12/202218:01
1 08/12/202218:01
1 08/12/202218:01
1 08/12/202218:01
1 08/12/202218:01
Batch
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
Acetone
U
11.3
50.0
1 08/01/202217:58
WG1903934
Acrylonitrile
U
0.671
10.0
1 08/01/202217:58
WG1903934
Benzene
0.433
J
0.0941
1.00
1 08/01/202217:58
WG1903934
Bromochloromethane
U
J4
0.128
1.00
1 08/01/202217:58
WG1903934
Bromodichloromethane
U
0.136
1.00
1 08/01/202217:58
WG1903934
Bromoform
U
C3
0.129
1.00
1 08/01/202217:58
WG1903934
Bromomethane
U
0.605
5.00
1 08/01/202217:58
WG1903934
Carbon disulfide
U
0.0962
1.00
1 08/01/202217:58
WG1903934
Carbon tetrachloride
U
0.128
1.00
1 08/01/202217:58
WG1903934
Chlorobenzene
0.646
J
0.116
1.00
1 08/01/202217:58
WG1903934
Chlorodibromomethane
U
0.140
1.00
1 08/01/202217:58
WG1903934
Chloroethane
0.423
J
0.192
5.00
1 08/01/202217:58
WG1903934
Chloroform
U
0.111
5.00
1 08/01/202217:58
WG1903934
Chloromethane
U
0.960
2.50
1 08/01/202217:58
WG1903934
Dibromomethane
U
0.122
1.00
1 08/01/202217:58
WG1903934
1,2-Dichlorobenzene
U
0.107
1.00
1 08/01/202217:58
WG1903934
1,4-Dichlorobenzene
U
0.120
1.00
1 08/01/202217:58
WG1903934
trans-1,4-Dichloro-2-butene
U
C3
0.467
2.50
1 08/01/202217:58
WG1903934
1,1-Dichloroethane
1.21
0.100
1.00
1 08/01/202217:58
WG1903934
1,2-Dichloroethane
U
0.0819
1.00
1 08/01/202217:58
WG1903934
1,1-Dichloroethene
U
0.188
1.00
1 08/01/202217:58
WG1903934
ACCOUNT:
PROJECT:
SDG:
DATE/TIME: PAGE:
Withers & Ravenel
Eng. - Standard
06140180.48
L1519896
08/25/22 09:05 24 of 72

MW-DUP SAMPLE
Collected date/time: 07/28/22 10:00
Volatile Organic Compounds (GC/MS) by Method 8260D
RESULTS - 08
L1519896
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
FP1
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
9.55
C5 J4
0.126
1.00
1 08/01/202217:58
WG1903934
FTc
trans-1,2-Dichloroethene
U
0.149
1.00
1 08/01/202217:58
WG1903934
1,2-Dichloropropane
1.03
0.149
1.00
1 08/01/202217:58
WG1903934
cis-1,3-Dichloropropene
U
0.111
1.00
1 08/01/202217:58
WG1903934
F
trans-1,3-Dichloropropene
U
C3 J4
0.118
1.00
1 08/01/202217:58
WG1903934
Ethylbenzene
U
0.137
1.00
1 08/01/202217:58
WG1903934
4
Cn
2-Hexanone
U
0.787
10.0
1 08/01/202217:58
WG1903934
lodomethane
U
6.00
10.0
1 08/01/202217:58
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0
1 08/01/202217:58
WG1903934
Methylene Chloride
U
0.430
5.00
1 08/01/202217:58
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0
1 08/01/202217:58
WG1903934
6
QC
Styrene
U
C3
0.118
1.00
1 08/01/202217:58
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00
1 08/01/202217:58
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00
1 08/01/202217:58
WG1903934
GI
Tetrachloroethene
U
0.300
1.00
1 08/01/202217:58
WG1903934
Toluene
U
0.278
1.00
1 08/01/202217:58
WG1903934
FAI
1,1,1-Trichloroethane
U
0.149
1.00
1 08/01/202217:58
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00
1 08/01/202217:58
WG1903934
Trichloroethene
U
0.190
1.00
1 08/01/202217:58
WG1903934
FSC
Trichlorofluoromethane
U
0.160
5.00
1 08/01/202217:58
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50
1 08/01/202217:58
WG1903934
Vinyl acetate
U
C3
0.692
10.0
1 08/01/202217:58
WG1903934
Vinyl chloride
4.17
0.234
1.00
1 08/01/202217:58
WG1903934
Xylenes, Total
U
0.174
3.00
1 08/01/202217:58
WG1903934
(S) Toluene-d8
110
80.0-120
0810112022 17 58
WG1903934
(S)4-Bromofluorobenzene
99.1
77.0-126
0810112022 17 58
WG1903934
(S)1,2-Dich/oroethone-d4
110
70.0-130
0810112022 17 58
WG1903934
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM
Result Qualifier MDL
RDL
Dilution Analysis Batch
Analyte
ug/I ug/I
ug/I
date / time
1,4-Dioxane
3.54 0.597
3.00
1 08/02/2022 00:30 WG1903315
(S) Toluene-d8
106
77.0-127
0810212022 0030 WG1903315
EDB / DBCP by Method 8011
Result
Qualifier MDL
RDL
Dilution Analysis
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00568
0.0212
1.06 08/02/2022 21:51
1,2-Dibromo-3-Chloropropane
U
0.00793
0.0212
1.06 08/02/2022 21:51
Batch
WG1903862
WG1903862
ACCOUNT: PROJECT: SDG:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896
DATE/TIME: PAGE:
08/25/22 09:05 25 of 72

SAMPLE RESULTS - 09
L1519896
SW-1
Collected date/time: 07/28/22 13:05
Wet Chemistry by Method 9056A
Result Qualifier MDL RDL
Analyte ug/I ug/I ug/I
Fluoride 111 J 64.0 150
Mercury by Method 7470A
Result
Qualifier
MDL
Analyte ug/I
ug/I
Mercury U
0.100
Metals (ICP) by Method 6010D
Result
Qualifier
MDL
Analyte ug/I
ug/I
Arsenic 4.74
J
4.40
Barium 31.3
0.736
Chromium U
1.40
Cobalt U
0.840
Lead U
2.99
Nickel 1.70
J
1.61
Silver U
1.54
Vanadium U
4.99
Metals (ICPMS) by Method 6020B
Dilution Analysis Batch
date / time
1 07/30/202215:42 WG1903106
RDL Dilution Analysis Batch
ug/I date / time
0.200 1 08/01/202210:54 WG1903400
RDL Dilution Analysis Batch
ug/I date / time
10.0
1 08/10/202212:58
WG1907156
5.00
1 08/10/202212:58
WG1907156
10.0
1 08/10/202212:58
WG1907156
10.0
1 08/10/202212:58
WG1907156
6.00
1 08/10/202212:58
WG1907156
10.0
1 08/10/202212:58
WG1907156
5.00
1 08/10/202212:58
WG1907156
20.0
1 08/10/202212:58
WG1907156
Result Qualifier MDL RDL
Analyte ug/I ug/I ug/I
Antimony U 1.03 4.00
Beryllium U 0.190 2.00
Cadmium U 0.150 1.00
Copper U 1.51 5.00
Selenium U 0.300 2.00
Thallium U 0.121 2.00
Zinc 3.40 J 3.02 25.0
Volatile Organic Compounds (GC/MS) by Method 8260D
Dilution Analysis
date / time
1 08/12/202218:04
1 08/12/202218:04
1 08/12/202218:04
1 08/12/202218:04
1 08/12/202218:04
1 08/12/202218:04
1 08/12/202218:04
Batch
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
Acetone
U
11.3
50.0
1 08/01/202218:17
WG1903934
Acrylonitrile
U
0.671
10.0
1 08/01/202218:17
WG1903934
Benzene
U
0.0941
1.00
1 08/01/202218:17
WG1903934
Bromochloromethane
U
J4
0.128
1.00
1 08/01/202218:17
WG1903934
Bromodichloromethane
U
0.136
1.00
1 08/01/202218:17
WG1903934
Bromoform
U
C3
0.129
1.00
1 08/01/202218:17
WG1903934
Bromomethane
U
0.605
5.00
1 08/01/202218:17
WG1903934
Carbon disulfide
U
0.0962
1.00
1 08/01/202218:17
WG1903934
Carbon tetrachloride
U
0.128
1.00
1 08/01/202218:17
WG1903934
Chlorobenzene
U
0.116
1.00
1 08/01/202218:17
WG1903934
Chlorodibromomethane
U
0.140
1.00
1 08/01/202218:17
WG1903934
Chloroethane
U
0.192
5.00
1 08/01/202218:17
WG1903934
Chloroform
U
0.111
5.00
1 08/01/202218:17
WG1903934
Chloromethane
U
0.960
2.50
1 08/01/202218:17
WG1903934
Dibromomethane
U
0.122
1.00
1 08/01/202218:17
WG1903934
1,2-Dichlorobenzene
U
0.107
1.00
1 08/01/202218:17
WG1903934
1,4-Dichlorobenzene
U
0.120
1.00
1 08/01/202218:17
WG1903934
trans-1,4-Dichloro-2-butene
U
C3
0.467
2.50
1 08/01/202218:17
WG1903934
1,1-Dichloroethane
U
0.100
1.00
1 08/01/202218:17
WG1903934
1,2-Dichloroethane
U
0.0819
1.00
1 08/01/202218:17
WG1903934
1,1-Dichloroethene
U
0.188
1.00
1 08/01/202218:17
WG1903934
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
Withers & Ravenel
Eng. - Standard
06140180.48
L1519896
08/25/22 09:05
FP1
FTc
FSS
4
Cn
RC
r ql
FAI
FSC
26 of 72

SW-1
SAMPLE RESULTS - 09
Collected date/time: 07/28/22
13:05
L1519896
Volatile Organic Compounds
(GC/MS)
by Method 8260D
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Cp
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
U
J4
0.126
1.00 1
08/01/202218:17
WG1903934
FTc
trans-1,2-Dichloroethene
U
0.149
1.00 1
08/01/202218:17
WG1903934
1,2-Dichloropropane
U
0.149
1.00 1
08/01/202218:17
WG1903934
cis-1,IDichIoropropene
U
0.111
1.00 1
08/01/202218:17
WG1903934
F
tra n s-1,3- D ic h I o ro p ro p e n e
U
C3 J4
0.118
1.00 1
08/01/202218:17
WG1903934
Ethylbenzene
U
0.137
1.00 1
08/01/202218:17
WG1903934
4
Cn
2-Hexanone
U
0.787
10.0 1
08/01/202218:17
WG1903934
lodomethane
U
6.00
10.0 1
08/01/202218:17
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0 1
08/01/202218:17
WG1903934
Methylene Chloride
U
0.430
5.00 1
08/01/202218:17
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0 1
08/01/202218:17
WG1903934
6
QC
Styrene
U
C3
0.118
1.00 1
08/01/202218:17
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00 1
08/01/202218:17
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00 1
08/01/202218:17
WG1903934
GI
Tetrachloroethene
U
0.300
1.00 1
08/01/202218:17
WG1903934
Toluene
U
0.278
1.00 1
08/01/202218:17
WG1903934
FAI
1,1,1-Trichloroethane
U
0.149
1.00 1
08/01/202218:17
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00 1
08/01/202218:17
WG1903934
Trichloroethene
U
0.190
1.00 1
08/01/202218:17
WG1903934
FSC
Trichlorofluoromethane
U
0.160
5.00 1
08/01/202218:17
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50 1
08/01/202218:17
WG1903934
Vinyl acetate
U
C3
0.692
10.0 1
08/01/202218:17
WG1903934
Vinyl chloride
U
0.234
1.00 1
08/01/202218:17
WG1903934
Xylenes, Total
U
0.174
3.00 1
08/01/202218:17
WG1903934
(S) Toluene-d8
107
80.0-120
081011202218:17
WG1903934
(S) 4-Bromofluorobenzene
98.5
77.0-126
081011202218:17
WG1903934
(S)1,2-Dich/oroethone-d4
110
70.0-130
081011202218:17
WG1903934
Volatile Organic Compounds
(GC/MS)
by Method 8260D-SIM
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
1,4-Dioxane U
(S) Toluene-d8 106
EDB / DBCP by Method 8011
0.597 3.00 1 08/02/2022 00:49 WG1903315
77.0-127 0810212022 00.49 WG1903315
Result
Qualifier MDL
RDL
Dilution Analysis
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00536
0.0200
1 08/02/2022 22:03
1,2-Dibromo-3-Chloropropane
U
0.00748
0.0200
1 08/02/2022 22:03
Batch
WG1903862
WG1903862
ACCOUNT: PROJECT: SDG:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896
DATE/TIME: PAGE:
08/25/22 09:05 27 of 72

SW-2
SAMPLE
RESULTS - 10
Collected date/time: 07/28/22 12:20
L1519896
Wet Chemistry by Method 9056A
FP1
Result Qualifier
MDL
RDL
Dilution
Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Fluoride 110 J
64.0
150
1
07/30/202215:57
WG1903106
z
TC
Mercury by Method 7470A
FSS
Result Qualifier
MDL
RDL
Dilution
Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
4Cr1
Mercury U
0.100
0.200
1
08/01/202210:56
WG1903400
Metals (ICP) by Method 6010D
Result Qualifier
MDL
RDL
Dilution
Analysis
Batch
ug/I
ug/I
ug/I
date / time
RCAnalyte
Arsenic U
4.40
10.0
1
08/10/202213:01
WG1907156
Barium 40.4
0.736
5.00
1
08/10/202213:01
WG1907156
rq
Chromium U
1.40
10.0
1
08/10/202213:01
WG1907156
Cobalt U
0.840
10.0
1
08/10/202213:01
WG1907156
Lead U
2.99
6.00
1
08/10/202213:01
WG1907156
FAI
Nickel U
1.61
10.0
1
08/10/202213:01
WG1907156
Silver U
1.54
5.00
1
08/10/202213:01
WG1907156
F
Vanadium U
4.99
20.0
1
08/10/202213:01
WG1907156
Metals (ICPMS) by Method 6020B
Result Qualifier
MDL
RDL
Dilution
Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Antimony U
1.03
4.00
1
08/12/202218:07
WG1905934
Beryllium U
0.190
2.00
1
08/12/202218:07
WG1905934
Cadmium U
0.150
1.00
1
08/12/202218:07
WG1905934
Copper U
1.51
5.00
1
08/12/202218:07
WG1905934
Selenium U
0.300
2.00
1
08/12/202218:07
WG1905934
Thallium U
0.121
2.00
1
08/12/202218:07
WG1905934
Zinc 4.99 J
3.02
25.0
1
08/12/202218:07
WG1905934
Volatile Organic Compounds (GC/MS)
by Method 8260D
Result Qualifier
MDL
RDL
Dilution
Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Acetone U
11.3
50.0
1
08/01/202218:37
WG1903934
Acrylonitrile U
0.671
10.0
1
08/01/202218:37
WG1903934
Benzene U
0.0941
1.00
1
08/01/202218:37
WG1903934
Bromochloromethane U J4
0.128
1.00
1
08/01/202218:37
WG1903934
Bromodichloromethane U
0.136
1.00
1
08/01/202218:37
WG1903934
Bromoform U C3
0.129
1.00
1
08/01/202218:37
WG1903934
Bromomethane U
0.605
5.00
1
08/01/202218:37
WG1903934
Carbon disulfide U
0.0962
1.00
1
08/01/202218:37
WG1903934
Carbon tetrachloride U
0.128
1.00
1
08/01/202218:37
WG1903934
Chlorobenzene U
0.116
1.00
1
08/01/202218:37
WG1903934
Chlorodibromomethane U
0.140
1.00
1
08/01/202218:37
WG1903934
Chloroethane U
0.192
5.00
1
08/01/202218:37
WG1903934
Chloroform U
0.111
5.00
1
08/01/202218:37
WG1903934
Chloromethane U
0.960
2.50
1
08/01/202218:37
WG1903934
Dibromomethane U
0.122
1.00
1
08/01/202218:37
WG1903934
1,2-Dichlorobenzene U
0.107
1.00
1
08/01/202218:37
WG1903934
1,4-Dichlorobenzene U
0.120
1.00
1
08/01/202218:37
WG1903934
trans-1,4-Dichloro-2-butene U C3
0.467
2.50
1
08/01/202218:37
WG1903934
1,1-Dichloroethane U
0.100
1.00
1
08/01/202218:37
WG1903934
1,2-Dichloroethane U
0.0819
1.00
1
08/01/202218:37
WG1903934
1,1-Dichloroethene U
0.188
1.00
1
08/01/202218:37
WG1903934
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
PAGE:
Withers & Ravenel Eng. - Standard
06140180.48
L1519896
08/25/22 09:05
28 of 72

SW-2
SAMPLE RESULTS - 10
Collected date/time: 07/28/22
12:20
L1519896
Volatile Organic Compounds
(GC/MS)
by Method 8260D
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
FP1
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
U
J4
0.126
1.00 1
08/01/202218:37
WG1903934
FTc
trans-1,2-Dichloroethene
U
0.149
1.00 1
08/01/202218:37
WG1903934
1,2-Dichloropropane
U
0.149
1.00 1
08/01/202218:37
WG1903934
cis-1,3-Dichloropropene
U
0.111
1.00 1
08/01/202218:37
WG1903934
F
trans-1,3-Dichloropropene
U
C3 J4
0.118
1.00 1
08/01/202218:37
WG1903934
Ethylbenzene
U
0.137
1.00 1
08/01/202218:37
WG1903934
4
Cn
2-Hexanone
U
0.787
10.0 1
08/01/202218:37
WG1903934
lodomethane
U
6.00
10.0 1
08/01/202218:37
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0 1
08/01/202218:37
WG1903934
Methylene Chloride
U
0.430
5.00 1
08/01/202218:37
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0 1
08/01/202218:37
WG1903934
6
QC
Styrene
U
C3
0.118
1.00 1
08/01/202218:37
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00 1
08/01/202218:37
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00 1
08/01/202218:37
WG1903934
GI
Tetrachloroethene
U
0.300
1.00 1
08/01/202218:37
WG1903934
Toluene
U
0.278
1.00 1
08/01/202218:37
WG1903934
FAI
1,1,1-Trichloroethane
U
0.149
1.00 1
08/01/202218:37
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00 1
08/01/202218:37
WG1903934
Trichloroethene
U
0.190
1.00 1
08/01/202218:37
WG1903934
FSC
Trichlorofluoromethane
U
0.160
5.00 1
08/01/202218:37
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50 1
08/01/202218:37
WG1903934
Vinyl acetate
U
C3
0.692
10.0 1
08/01/202218:37
WG1903934
Vinyl chloride
U
0.234
1.00 1
08/01/202218:37
WG1903934
Xylenes, Total
U
0.174
3.00 1
08/01/202218:37
WG1903934
(S) Toluene-d8
101
80.0-120
08101120221837
WG1903934
(S) 4-Bromofluorobenzene
93.9
77.0-126
081011202218:37
WG1903934
(S)1,2-Dich/oroethone-d4
115
70.0-130
08101120221837
WG1903934
Volatile Organic Compounds
(GC/MS)
by Method 8260D-SIM
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
1,4-Dioxane U
(S) Toluene-d8 105
EDB / DBCP by Method 8011
0.597 3.00 1 08/02/2022 01:09 WG1903315
77.0-127 0810212022 01.09 WG1903315
Result
Qualifier MDL
RDL
Dilution Analysis Batch
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00536
0.0200
1 08/02/2022 22:15 WG1903862
1,2-Dibromo-3-Chloropropane
U
0.00748
0.0200
1 08/02/2022 22:15 WG1903862
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 29 of 72

SAMPLE RESULTS - 11
L1519896
SW-3
Collected date/time: 07/28/22 12:50
Wet Chemistry by Method 9056A
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Fluoride 111
J
64.0
150
1 07/30/202216:11
WG1903106
Mercury by Method 7470A
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Mercury U
0.100
0.200
1 08/01/202210:58
WG1903400
Metals (ICP) by Method 6010D
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Arsenic U
4.40
10.0
1 08/10/202213:04
WG1907156
Barium 34.5
0.736
5.00
1 08/10/202213:04
WG1907156
Chromium U
1.40
10.0
1 08/10/202213:04
WG1907156
Cobalt U
0.840
10.0
1 08/10/202213:04
WG1907156
Lead U
2.99
6.00
1 08/10/202213:04
WG1907156
Nickel U
1.61
10.0
1 08/10/202213:04
WG1907156
Silver U
1.54
5.00
1 08/10/202213:04
WG1907156
Vanadium U
4.99
20.0
1 08/10/202213:04
WG1907156
Metals (ICPMS) by Method 6020B
Result Qualifier MDL RDL
Analyte ug/I ug/I ug/I
Antimony U 1.03 4.00
Beryllium U 0.190 2.00
Cadmium U 0.150 1.00
Copper 1.92 J 1.51 5.00
Selenium U 0.300 2.00
Thallium U 0.121 2.00
Zinc U 3.02 25.0
Volatile Organic Compounds (GC/MS) by Method 8260D
Dilution Analysis
date / time
1 08/12/202218:11
1 08/12/202218:11
1 08/12/202218:11
1 08/12/202218:11
1 08/12/202218:11
1 08/12/202218:11
1 08/12/202218:11
Batch
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
WG1905934
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
Acetone
U
11.3
50.0
1 08/01/202218:56
WG1903934
Acrylonitrile
U
0.671
10.0
1 08/01/202218:56
WG1903934
Benzene
U
0.0941
1.00
1 08/01/202218:56
WG1903934
Bromochloromethane
U
J4
0.128
1.00
1 08/01/202218:56
WG1903934
Bromodichloromethane
U
0.136
1.00
1 08/01/202218:56
WG1903934
Bromoform
U
C3
0.129
1.00
1 08/01/202218:56
WG1903934
Bromomethane
U
0.605
5.00
1 08/01/202218:56
WG1903934
Carbon disulfide
U
0.0962
1.00
1 08/01/202218:56
WG1903934
Carbon tetrachloride
U
0.128
1.00
1 08/01/202218:56
WG1903934
Chlorobenzene
U
0.116
1.00
1 08/01/202218:56
WG1903934
Chlorodibromomethane
U
0.140
1.00
1 08/01/202218:56
WG1903934
Chloroethane
U
0.192
5.00
1 08/01/202218:56
WG1903934
Chloroform
U
0.111
5.00
1 08/01/202218:56
WG1903934
Chloromethane
U
0.960
2.50
1 08/01/202218:56
WG1903934
Dibromomethane
U
0.122
1.00
1 08/01/202218:56
WG1903934
1,2-Dichlorobenzene
U
0.107
1.00
1 08/01/202218:56
WG1903934
1,4-Dichlorobenzene
U
0.120
1.00
1 08/01/202218:56
WG1903934
trans-1,4-Dichloro-2-butene
U
C3
0.467
2.50
1 08/01/202218:56
WG1903934
1,1-Dichloroethane
U
0.100
1.00
1 08/01/202218:56
WG1903934
1,2-Dichloroethane
U
0.0819
1.00
1 08/01/2022 18:56
WG1903934
1,1-Dichloroethene
U
0.188
1.00
1 08/01/202218:56
WG1903934
ACCOUNT:
PROJECT:
SDG:
DATE/TIME: PAGE:
Withers & Ravenel
Eng. - Standard
06140180.48
L1519896
08/25/22 09:05 30 of 72

SW-3
SAMPLE RESULTS - 11
Collected date/time: 07/28/22
12:50
L1519896
Volatile Organic Compounds
(GC/MS)
by Method 8260D
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Cp
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
U
J4
0.126
1.00 1
08/01/202218:56
WG1903934
FTc
trans-1,2-Dichloroethene
U
0.149
1.00 1
08/01/202218:56
WG1903934
1,2-Dichloropropane
U
0.149
1.00 1
08/01/202218:56
WG1903934
cis-1,IDichIoropropene
U
0.111
1.00 1
08/01/202218:56
WG1903934
F
tra n s-1,3- D ic h I o ro p ro p e n e
U
C3 J4
0.118
1.00 1
08/01/202218:56
WG1903934
Ethylbenzene
U
0.137
1.00 1
08/01/202218:56
WG1903934
4
Cn
2-Hexanone
U
0.787
10.0 1
08/01/202218:56
WG1903934
lodomethane
U
6.00
10.0 1
08/01/202218:56
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0 1
08/01/202218:56
WG1903934
Methylene Chloride
U
0.430
5.00 1
08/01/202218:56
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0 1
08/01/202218:56
WG1903934
6
QC
Styrene
U
C3
0.118
1.00 1
08/01/202218:56
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00 1
08/01/202218:56
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00 1
08/01/202218:56
WG1903934
GI
Tetrachloroethene
U
0.300
1.00 1
08/01/202218:56
WG1903934
Toluene
U
0.278
1.00 1
08/01/202218:56
WG1903934
FAI
1,1,1-Trichloroethane
U
0.149
1.00 1
08/01/202218:56
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00 1
08/01/202218:56
WG1903934
Trichloroethene
U
0.190
1.00 1
08/01/202218:56
WG1903934
FSC
Trichlorofluoromethane
U
0.160
5.00 1
08/01/202218:56
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50 1
08/01/202218:56
WG1903934
Vinyl acetate
U
C3
0.692
10.0 1
08/01/202218:56
WG1903934
Vinyl chloride
U
0.234
1.00 1
08/01/202218:56
WG1903934
Xylenes, Total
U
0.174
3.00 1
08/01/202218:56
WG1903934
(S) Toluene-d8
101
80.0-120
081011202218:56
WG1903934
(S) 4-Bromofluorobenzene
98.1
77.0-126
081011202218:56
WG1903934
(S)1,2-Dich/oroethone-d4
113
70.0-130
081011202218:56
WG1903934
Volatile Organic Compounds
(GC/MS)
by Method 8260D-SIM
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
1,4-Dioxane U
(S) Toluene-d8 106
EDB / DBCP by Method 8011
0.597 3.00 1 08/02/2022 01:29 WG1903315
77.0-127 0810212022 01:29 WG1903315
Result
Qualifier MDL
RDL
Dilution Analysis
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00547
0.0204
1.02 08/02/2022 22:27
1,2-Dibromo-3-Chloropropane
U
0.00763
0.0204
1.02 08/02/2022 22:27
Batch
WG1903862
WG1903862
ACCOUNT: PROJECT: SDG:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896
DATE/TIME: PAGE:
08/25/22 09:05 31 of72

SAMPLE RESULTS - 12
L1519896
SW-4
Collected date/time: 07/28/22 12:35
Wet Chemistry by Method 9056A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Fluoride 112 J 64.0 150 1 07/30/202216:56 WG1903106
Mercury by Method 7470A
Result Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Mercury U
0.100
0.200
1 08/01/202211:00
WG1903400
Metals (ICP) by Method 6010D
Result Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Arsenic U
4.40
10.0
1 08/10/202213:12
WG1907156
Barium 37.0
0.736
5.00
1 08/10/202213:12
WG1907156
Chromium U
1.40
10.0
1 08/10/202213:12
WG1907156
Cobalt U
0.840
10.0
1 08/10/202213:12
WG1907156
Lead U
2.99
6.00
1 08/10/202213:12
WG1907156
Nickel U
1.61
10.0
1 08/10/202213:12
WG1907156
Silver U
1.54
5.00
1 08/10/202213:12
WG1907156
Vanadium U
4.99
20.0
1 08/10/202213:12
WG1907156
Metals (ICPMS) by Method 6020B
Result Qualifier MDL RDL
Analyte ug/I ug/I ug/I
Antimony U 1.03 4.00
Beryllium U 0.190 2.00
Cadmium U 0.150 1.00
Copper U 1.51 5.00
Selenium U 0.300 2.00
Thallium U 0.121 2.00
Zinc 3.61 B J 3.02 25.0
Volatile Organic Compounds (GC/MS) by Method 8260D
Dilution Analysis
date / time
1 08/09/202215:15
1 08/09/202215:15
1 08/09/202215:15
1 08/09/202215:15
1 08/09/202215:15
1 08/09/202215:15
1 08/09/202215:15
Batch
WG1905938
WG1905938
WG1905938
WG1905938
WG1905938
WG1905938
WG1905938
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
Acetone
U
11.3
50.0
1 08/01/202219:16
WG1903934
Acrylonitrile
U
0.671
10.0
1 08/01/202219:16
WG1903934
Benzene
U
0.0941
1.00
1 08/01/202219:16
WG1903934
Bromochloromethane
U
J4
0.128
1.00
1 08/01/202219:16
WG1903934
Bromodichloromethane
U
0.136
1.00
1 08/01/202219:16
WG1903934
Bromoform
U
C3
0.129
1.00
1 08/01/202219:16
WG1903934
Bromomethane
U
0.605
5.00
1 08/01/202219:16
WG1903934
Carbon disulfide
U
0.0962
1.00
1 08/01/202219:16
WG1903934
Carbon tetrachloride
U
0.128
1.00
1 08/01/202219:16
WG1903934
Chlorobenzene
U
0.116
1.00
1 08/01/202219:16
WG1903934
Chlorodibromomethane
U
0.140
1.00
1 08/01/202219:16
WG1903934
Chloroethane
U
0.192
5.00
1 08/01/202219:16
WG1903934
Chloroform
U
0.111
5.00
1 08/01/202219:16
WG1903934
Chloromethane
U
0.960
2.50
1 08/01/202219:16
WG1903934
Dibromomethane
U
0.122
1.00
1 08/01/202219:16
WG1903934
1,2-Dichlorobenzene
U
0.107
1.00
1 08/01/202219:16
WG1903934
1,4-Dichlorobenzene
U
0.120
1.00
1 08/01/202219:16
WG1903934
trans-1,4-Dichloro-2-butene
U
C3
0.467
2.50
1 08/01/202219:16
WG1903934
1,1-Dichloroethane
U
0.100
1.00
1 08/01/202219:16
WG1903934
1,2-Dichloroethane
U
0.0819
1.00
1 08/01/202219:16
WG1903934
1,1-Dichloroethene
U
0.188
1.00
1 08/01/202219:16
WG1903934
ACCOUNT:
PROJECT:
SDG:
DATE/TIME: PAGE:
Withers & Ravenel
Eng. - Standard
06140180.48
L1519896
08/25/22 09:05 32 of 72

SW-4
SAMPLE RESULTS - 12
Collected date/time: 07/28/22
12:35
L1519896
Volatile Organic Compounds
(GC/MS)
by Method 8260D
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
FP1
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
U
J4
0.126
1.00 1
08/01/202219:16
WG1903934
FTc
trans-1,2-Dichloroethene
U
0.149
1.00 1
08/01/202219:16
WG1903934
1,2-Dichloropropane
U
0.149
1.00 1
08/01/202219:16
WG1903934
cis-1,3-Dichloropropene
U
0.111
1.00 1
08/01/202219:16
WG1903934
F
trans-1,3-Dichloropropene
U
C3 J4
0.118
1.00 1
08/01/202219:16
WG1903934
Ethylbenzene
U
0.137
1.00 1
08/01/202219:16
WG1903934
4
Cn
2-Hexanone
U
0.787
10.0 1
08/01/202219:16
WG1903934
lodomethane
U
6.00
10.0 1
08/01/202219:16
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0 1
08/01/202219:16
WG1903934
Methylene Chloride
U
0.430
5.00 1
08/01/202219:16
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0 1
08/01/202219:16
WG1903934
6
QC
Styrene
U
C3
0.118
1.00 1
08/01/202219:16
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00 1
08/01/202219:16
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00 1
08/01/202219:16
WG1903934
GI
Tetrachloroethene
U
0.300
1.00 1
08/01/202219:16
WG1903934
Toluene
U
0.278
1.00 1
08/01/202219:16
WG1903934
FAI
1,1,1-Trichloroethane
U
0.149
1.00 1
08/01/202219:16
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00 1
08/01/202219:16
WG1903934
Trichloroethene
U
0.190
1.00 1
08/01/202219:16
WG1903934
FSC
Trichlorofluoromethane
U
0.160
5.00 1
08/01/202219:16
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50 1
08/01/202219:16
WG1903934
Vinyl acetate
U
C3
0.692
10.0 1
08/01/202219:16
WG1903934
Vinyl chloride
U
0.234
1.00 1
08/01/202219:16
WG1903934
Xylenes, Total
U
0.174
3.00 1
08/01/202219:16
WG1903934
(S) Toluene-d8
108
80.0-120
081011202219.16
WG1903934
(S) 4-Bromofluorobenzene
102
77.0-126
081011202219.16
WG1903934
(S 1,2-Dich/oroethene-d4
111
70.0-130
0810112022 19.16
WG1903934
Volatile Organic Compounds
(GC/MS)
by Method 8260D-SIM
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
1,4-Dioxane U
(S) Toluene-d8 106
EDB / DBCP by Method 8011
0.597 3.00 1 08/02/2022 01:49 WG1903315
77.0-127 0810212022 01.49 WG1903315
Result
Qualifier MDL
RDL
Dilution Analysis Batch
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00557
0.0208
1.04 08/02/2022 22:39 WG1903862
1,2-Dibromo-3-Chloropropane
U
0.00778
0.0208
1.04 08/02/2022 22:39 WG1903862
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 33 of 72

SAMPLE RESULTS - 13
L1519896
SW-DUP
Collected date/time: 07/28/22 13:20
Wet Chemistry by Method 9056A
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Fluoride 112
J
64.0
150
1 07/30/202217:11
WG1903106
Mercury by Method 7470A
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Mercury U
0.100
0.200
1 08/02/2022 09:40
WG1903401
Metals (ICP) by Method 6010D
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Arsenic U
4.40
10.0
1 08/10/202213:15
WG1907156
Barium 43.4
0.736
5.00
1 08/10/202213:15
WG1907156
Chromium 1.82
J
1.40
10.0
1 08/10/202213:15
WG1907156
Cobalt U
0.840
10.0
1 08/10/202213:15
WG1907156
Lead 3.61
J
2.99
6.00
1 08/10/202213:15
WG1907156
Nickel U
1.61
10.0
1 08/10/202213:15
WG1907156
Silver U
1.54
5.00
1 08/10/202213:15
WG1907156
Vanadium U
4.99
20.0
1 08/10/202213:15
WG1907156
Metals (ICPMS) by Method 6020B
Result Qualifier MDL RDL
Analyte ug/I ug/I ug/I
Antimony U 1.03 4.00
Beryllium U 0.190 2.00
Cadmium U 0.150 1.00
Copper U 1.51 5.00
Selenium U 0.300 2.00
Thallium U 0.121 2.00
Zinc 6.49 B J 3.02 25.0
Volatile Organic Compounds (GC/MS) by Method 8260D
Dilution Analysis
date / time
1 08/09/202215:18
1 08/09/202215:18
1 08/09/202215:18
1 08/09/202215:18
1 08/09/202215:18
1 08/09/202215:18
1 08/09/202215:18
Batch
WG1905938
WG1905938
WG1905938
WG1905938
WG1905938
WG1905938
WG1905938
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
Acetone
U
11.3
50.0
1 08/01/202219:36
WG1903934
Acrylonitrile
U
0.671
10.0
1 08/01/202219:36
WG1903934
Benzene
U
0.0941
1.00
1 08/01/202219:36
WG1903934
Bromochloromethane
U
J4
0.128
1.00
1 08/01/202219:36
WG1903934
Bromodichloromethane
U
0.136
1.00
1 08/01/202219:36
WG1903934
Bromoform
U
C3
0.129
1.00
1 08/01/202219:36
WG1903934
Bromomethane
U
0.605
5.00
1 08/01/202219:36
WG1903934
Carbon disulfide
U
0.0962
1.00
1 08/01/202219:36
WG1903934
Carbon tetrachloride
U
0.128
1.00
1 08/01/202219:36
WG1903934
Chlorobenzene
U
0.116
1.00
1 08/01/202219:36
WG1903934
Chlorodibromomethane
U
0.140
1.00
1 08/01/202219:36
WG1903934
Chloroethane
U
0.192
5.00
1 08/01/202219:36
WG1903934
Chloroform
U
0.111
5.00
1 08/01/202219:36
WG1903934
Chloromethane
U
0.960
2.50
1 08/01/202219:36
WG1903934
Dibromomethane
U
0.122
1.00
1 08/01/202219:36
WG1903934
1,2-Dichlorobenzene
U
0.107
1.00
1 08/01/202219:36
WG1903934
1,4-Dichlorobenzene
U
0.120
1.00
1 08/01/202219:36
WG1903934
trans-1,4-Dichloro-2-butene
U
C3
0.467
2.50
1 08/01/202219:36
WG1903934
1,1-Dichloroethane
U
0.100
1.00
1 08/01/202219:36
WG1903934
1,2-Dichloroethane
U
0.0819
1.00
1 08/01/202219:36
WG1903934
1,1-Dichloroethene
U
0.188
1.00
1 08/01/202219:36
WG1903934
ACCOUNT:
PROJECT:
SDG:
DATE/TIME: PAGE:
Withers & Ravenel
Eng. - Standard
06140180.48
L1519896
08/25/22 09:05 34 of 72

SW-DUP
SAMPLE RESULTS - 13
Collected date/time: 07/28/22
13:20
L1519896
Volatile Organic Compounds
(GC/MS)
by Method 8260D
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
FP1
Analyte
ug/I
ug/I
ug/I
date / time
cis-1,2-Dichloroethene
U
J4
0.126
1.00 1
08/01/202219:36
WG1903934
FTc
trans-1,2-Dichloroethene
U
0.149
1.00 1
08/01/202219:36
WG1903934
1,2-Dichloropropane
U
0.149
1.00 1
08/01/202219:36
WG1903934
cis-1,3-Dichloropropene
U
0.111
1.00 1
08/01/202219:36
WG1903934
F
trans-1,3-Dichloropropene
U
C3 J4
0.118
1.00 1
08/01/202219:36
WG1903934
Ethylbenzene
U
0.137
1.00 1
08/01/202219:36
WG1903934
4
Cn
2-Hexanone
U
0.787
10.0 1
08/01/202219:36
WG1903934
lodomethane
U
6.00
10.0 1
08/01/202219:36
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0 1
08/01/202219:36
WG1903934
Methylene Chloride
U
0.430
5.00 1
08/01/202219:36
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0 1
08/01/202219:36
WG1903934
6
QC
Styrene
U
C3
0.118
1.00 1
08/01/202219:36
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00 1
08/01/202219:36
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00 1
08/01/202219:36
WG1903934
GI
Tetrachloroethene
U
0.300
1.00 1
08/01/202219:36
WG1903934
Toluene
U
0.278
1.00 1
08/01/202219:36
WG1903934
FAI
1,1,1-Trichloroethane
U
0.149
1.00 1
08/01/202219:36
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00 1
08/01/202219:36
WG1903934
Trichloroethene
U
0.190
1.00 1
08/01/202219:36
WG1903934
FSC
Trichlorofluoromethane
U
0.160
5.00 1
08/01/202219:36
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50 1
08/01/202219:36
WG1903934
Vinyl acetate
U
C3
0.692
10.0 1
08/01/202219:36
WG1903934
Vinyl chloride
U
0.234
1.00 1
08/01/202219:36
WG1903934
Xylenes, Total
U
0.174
3.00 1
08/01/202219:36
WG1903934
(S) Toluene-d8
104
80.0-120
081011202219:36
WG1903934
(S) 4-Bromofluorobenzene
100
77.0-126
081011202219:36
WG1903934
(S)1,2-Dich/oroethone-d4
107
70.0-130
081011202219:36
WG1903934
Volatile Organic Compounds
(GC/MS)
by Method 8260D-SIM
Result
Qualifier
MDL
RDL Dilution
Analysis
Batch
Analyte
ug/I
ug/I
ug/I
date / time
1,4-Dioxane U
(S) Toluene-d8 105
EDB / DBCP by Method 8011
0.597 3.00 1 08/02/2022 02:51 WG1903315
77.0-127 0810212022 02.51 WG1903315
Result
Qualifier MDL
RDL
Dilution Analysis Batch
Analyte
ug/I
ug/I
ug/I
date / time
Ethylene Dibromide
U
0.00536
0.0200
1 08/02/2022 22:51 WG1903862
1,2-Dibromo-3-Chloropropane
U
0.00748
0.0200
1 08/02/2022 22:51 WG1903862
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 35 of 72

MW-1R SAMPLE RESULTS - 14
Collected date/time: 07/28/22 14:20 L1519896
Wet Chemistry by Method 2320 B-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Alkalinity 18100 J 8450 20000 1 08/09/202217:30 WG1907887
Sample Narrative:
L1519896-14 WG1907887: Endpoint pH 4.5 Headspace
Wet Chemistry by Method 4500S2 D-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Sulfide U 25.0 50.0 1 08/01/2022 21:49 WG1904088
Wet Chemistry by Method 9056A
Result Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Chloride 4220
379
1000
1 07/29/202212:54
WG1902833
Nitrate 67.6 B J
48.0
100
1 07/29/202212:54
WG1902833
Sulfate U
594
5000
1 07/29/202212:54
WG1902833
Wet Chemistry by Method 9060A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
TOC (Total Organic Carbon) 1290 B J3 J5 102 1000 1 08/11/2022 02:07 WG1908777
FP1
FTC
FSS
4
Cn
RC
7G1
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 36 of 72

MW-2R SAMPLE RESULTS - 15
Collected date/time: 07/28/22 10:25 L1519896
Wet Chemistry by Method 2320 B-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Alkalinity 157000 8450 20000 1 08/09/202217:45 WG1907887
Sample Narrative:
L1519896-15 WG1907887: Endpoint pH 4.5 Headspace
Wet Chemistry by Method 4500S2 D-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Sulfide U 25.0 50.0 1 08/01/2022 21:49 WG1904088
Wet Chemistry by Method 9056A
Result Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Chloride 11200
379
1000
1 07/29/202215:02
WG1902833
Nitrate U
48.0
100
1 07/29/202215:02
WG1902833
Sulfate 668 J
594
5000
1 07/29/202215:02
WG1902833
Wet Chemistry by Method 9060A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
TOC (Total Organic Carbon) 1090 B 102 1000 1 08/11/2022 03:12 WG1908777
FP1
FTC
FSS
4
Cn
RC
7G1
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 37 of 72

MW-3S SAMPLE RESULTS - 16
Collected date/time: 07/28/22 10:30 L1519896
Wet Chemistry by Method 2320 B-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Alkalinity 185000 8450 20000 1 08/09/202217:50 WG1907887
Sample Narrative:
L1519896-16 WG1907887: Endpoint pH 4.5 Headspace
Wet Chemistry by Method 4500S2 D-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Sulfide U 25.0 50.0 1 08/01/2022 21:49 WG1904088
Wet Chemistry by Method 9056A
Result Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Chloride 36200
379
1000
1 07/29/202215:14
WG1902833
Nitrate U
48.0
100
1 07/29/202215:14
WG1902833
Sulfate 697 J
594
5000
1 07/29/202215:14
WG1902833
Wet Chemistry by Method 9060A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
TOC (Total Organic Carbon) 2310 B 102 1000 1 08/24/2022 01:31 WG1909549
FP1
FTC
FSS
4
Cn
RC
7G1
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 38 of 72

MW-3D SAMPLE RESULTS - 17
Collected date/time: 07/28/22 11:40 L1519896
Wet Chemistry by Method 2320 B-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Alkalinity 183000 8450 20000 1 08/09/202217:55 WG1907887
Sample Narrative:
L1519896-17 WG1907887: Endpoint pH 4.5 Headspace
Wet Chemistry by Method 4500S2 D-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Sulfide U 25.0 50.0 1 08/01/2022 21:50 WG1904088
Wet Chemistry by Method 9056A
Result Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Chloride 34200
379
1000
1 07/29/202215:27
WG1902833
Nitrate U
48.0
100
1 07/29/202215:27
WG1902833
Sulfate 774 J
594
5000
1 07/29/202215:27
WG1902833
Wet Chemistry by Method 9060A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
TOC (Total Organic Carbon) 1550 B 102 1000 1 08/24/2022 02:03 WG1909549
FP1
FTC
FSS
4
Cn
RC
7G1
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 39 of 72

1:1M I
MW-4 SAMPLE RESULTS - 18
Collected date/time: 07/28/22 11:45 L1519896
Wet Chemistry by Method 2320 B-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Alkalinity 211000 8450 20000 1 08/09/202217:59 WG1907887
Sample Narrative:
L1519896-18 WG1907887: Endpoint pH 4.5 Headspace
Wet Chemistry by Method 4500S2 D-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Sulfide U 25.0 50.0 1 08/01/2022 21:50 WG1904088
Wet Chemistry by Method 9056A
Result Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Chloride 27300
379
1000
1 07/29/202215:40
WG1902833
Nitrate U
48.0
100
1 07/29/202215:40
WG1902833
Sulfate U
594
5000
1 07/29/202215:40
WG1902833
Wet Chemistry by Method 9060A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
TOC (Total Organic Carbon) 1280 B 102 1000 1 08/24/2022 02:35 WG1909549
FP1
FTC
FSS
4
Cn
RC
7G1
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 40 of 72

MW-5 SAMPLE RESULTS - 19
Collected date/time: 07/28/22 14:25 L1519896
Wet Chemistry by Method 2320 B-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Alkalinity 19300 J 8450 20000 1 08/09/202218:16 WG1907887
Sample Narrative:
L1519896-19 WG1907887: Endpoint pH 4.5 Headspace
Wet Chemistry by Method 4500S2 D-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Sulfide U 25.0 50.0 1 08/01/2022 21:50 WG1904088
Wet Chemistry by Method 9056A
Result Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Chloride 3950
379
1000
1 07/29/202215:53
WG1902833
Nitrate 49.7 B J
48.0
100
1 07/29/202215:53
WG1902833
Sulfate 3220 J
594
5000
1 07/29/202215:53
WG1902833
Wet Chemistry by Method 9060A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
TOC (Total Organic Carbon) 8160 102 1000 1 08/24/2022 03:43 WG1909549
FP1
FTC
FSS
4
Cn
RC
F,
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 41 of 72

ll�
MW-6 SAMPLE RESULTS - 20
Collected date/time: 07/28/22 17:00 L1519896
Wet Chemistry by Method 2320 B-2011
Result
Qualifier MDL
RDL
Dilution Analysis Batch
Analyte
ug/I
ug/I
ug/I
date / time
Alkalinity
U
8450
20000
1 08/10/202213:27 WG1908185
Sample Narrative.
L1519896-20 WG1908185: Endpoint pH 4.5 Headspace
Wet Chemistry by Method 4500S2 D-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Sulfide U 25.0 50.0 1 08/01/2022 21:52 WG1904088
Wet Chemistry by Method 9056A
Result Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Chloride 1700
379
1000
1 07/29/202216:05
WG1902833
Nitrate 152 B
48.0
100
1 07/29/202216:05
WG1902833
Sulfate 5560
594
5000
1 07/29/202216:05
WG1902833
Wet Chemistry by Method 9060A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
TOC (Total Organic Carbon) 1560 B 102 1000 1 08/24/2022 03:59 WG1909549
Fp]
FTC
FSS
4
Cn
RC
7G1
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 42 of 72

MW-DUP SAMPLE RESULTS - 21
Collected date/time: 07/28/22 10:00 L1519896
Wet Chemistry by Method 2320 B-2011
Result
Qualifier MDL
RDL
Dilution Analysis Batch
Analyte
ug/I
ug/I
ug/I
date / time
Alkalinity
171000
8450
20000
1 08/10/202213:34 WG1908185
Sample Narrative.
L1519896-21 WG1908185: Endpoint pH 4.5 Headspace
Wet Chemistry by Method 4500S2 D-2011
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
Sulfide U 25.0 50.0 1 08/01/2022 21:52 WG1904088
Wet Chemistry by Method 9056A
Result Qualifier
MDL
RDL
Dilution Analysis
Batch
Analyte ug/I
ug/I
ug/I
date / time
Chloride 33700
379
1000
1 07/29/202216:44
WG1902833
Nitrate U
48.0
100
1 07/29/202216:44
WG1902833
Sulfate 862 J P1
594
5000
1 07/29/202216:44
WG1902833
Wet Chemistry by Method 9060A
Result Qualifier MDL RDL Dilution Analysis Batch
Analyte ug/I ug/I ug/I date / time
TOC (Total Organic Carbon) 767 J 102 1000 1 08/22/2022 20:20 WG1909551
Fp]
FTC
FSS
4
Cn
RC
F,
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 43 of 72

TRIP BLANK X2 SAMPLE RESULTS - 22
Collected date/time: 07/28/22 00:00 L1519896
Volatile Organic Compounds (GC/MS) by Method 8260D
Result
Qualifier
MDL
RDL
Dilution Analysis
Batch
u
Analyte
ug/I
ug/I
ug/I
date / time
Acetone
U
11.3
50.0
1 08/01/202219:55
WG1903934
FTc
Acrylonitrile
U
0.671
10.0
1 08/01/202219:55
WG1903934
Benzene
U
0.0941
1.00
1 08/01/202219:55
WG1903934
F
Bromochloromethane
U
J4
0.128
1.00
1 08/01/202219:55
WG1903934
Bromodichloromethane
U
0.136
1.00
1 08/01/202219:55
WG1903934
Bromoform
U
C3
0.129
1.00
1 08/01/202219:55
WG1903934
rCn
Bromomethane
U
0.605
5.00
1 08/01/202219:55
WG1903934
Carbon disulfide
U
0.0962
1.00
1 08/01/202219:55
WG1903934
Carbon tetrachloride
U
0.128
1.00
1 08/01/202219:55
WG1903934
Chlorobenzene
U
0.116
1.00
1 08/01/202219:55
WG1903934
Chlorodibromomethane
U
0.140
1.00
1 08/01/202219:55
WG1903934
6
QC
Chloroethane
U
0.192
5.00
1 08/01/202219:55
WG1903934
Chloroform
U
0.111
5.00
1 08/01/202219:55
WG1903934
7G1
Chloromethane
U
0.960
2.50
1 08/01/202219:55
WG1903934
Dibromomethane
U
0.122
1.00
1 08/01/202219:55
WG1903934
1,2-Dichlorobenzene
U
0.107
1.00
1 08/01/202219:55
WG1903934
FAI
1,4-Dichlorobenzene
U
0.120
1.00
1 08/01/202219:55
WG1903934
trans-1,4-Dichloro-2-butene
U
C3
0.467
2.50
1 08/01/202219:55
WG1903934
F
1,1-Dichloroethane
U
0.100
1.00
1 08/01/202219:55
WG1903934
1,2-Dichloroethane
U
0.0819
1.00
1 08/01/202219:55
WG1903934
1,1-Dichloroethene
U
0.188
1.00
1 08/01/202219:55
WG1903934
cis-1,2-Dichloroethene
U
J4
0.126
1.00
1 08/01/202219:55
WG1903934
trans-1,2-Dichloroethene
U
0.149
1.00
1 08/01/202219:55
WG1903934
1,2-Dichloropropane
U
0.149
1.00
1 08/01/202219:55
WG1903934
cis-1,3-Dichloropropene
U
0.111
1.00
1 08/01/202219:55
WG1903934
trans-1,3-Dichloropropene
U
C3 J4
0.118
1.00
1 08/01/202219:55
WG1903934
Ethylbenzene
U
0.137
1.00
1 08/01/202219:55
WG1903934
2-Hexanone
U
0.787
10.0
1 08/01/202219:55
WG1903934
lodomethane
U
6.00
10.0
1 08/01/202219:55
WG1903934
2-Butanone (MEK)
U
C3
1.19
10.0
1 08/01/202219:55
WG1903934
Methylene Chloride
U
0.430
5.00
1 08/01/202219:55
WG1903934
4-Methyl-2-pentanone (MIBK)
U
0.478
10.0
1 08/01/202219:55
WG1903934
Styrene
U
C3
0.118
1.00
1 08/01/202219:55
WG1903934
1,1,1,2-Tetrachloroethane
U
0.147
1.00
1 08/01/202219:55
WG1903934
1,1,2,2-Tetrachloroethane
U
0.133
1.00
1 08/01/202219:55
WG1903934
Tetrachloroethene
U
0.300
1.00
1 08/01/202219:55
WG1903934
Toluene
U
0.278
1.00
1 08/01/202219:55
WG1903934
1,1,1-Trichloroethane
U
0.149
1.00
1 08/01/202219:55
WG1903934
1,1,2-Trichloroethane
U
0.158
1.00
1 08/01/202219:55
WG1903934
Trichloroethene
U
0.190
1.00
1 08/01/202219:55
WG1903934
Trichlorofluoromethane
U
0.160
5.00
1 08/01/202219:55
WG1903934
1,2,3-Trichloropropane
U
0.237
2.50
1 08/01/202219:55
WG1903934
Vinyl acetate
U
C3
0.692
10.0
1 08/01/202219:55
WG1903934
Vinyl chloride
U
0.234
1.00
1 08/01/202219:55
WG1903934
Xylenes, Total
U
0.174
3.00
1 08/01/202219:55
WG1903934
(S) Toluene-d8
103
80.0-120
081011202219:55
WG1903934
(S)4-Bromofluorobenzene
93.4
77.0-126
081011202219:55
WG1903934
(S)1,2-Dichloroethane-d4
112
70.0-130
081011202219:55
WG1903934
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
PAGE:
Withers & Ravenel Eng. - Standard
06140180.48
L1519896
08/25/22 09:05
44 of 72

WG1907887 QUALITY CONTROL SUMMARY
Wet Chemistry by Method 2320 B-2011 L1519896-14,15,16,17,18,19
Method Blank (MB)
(MB) R3824538-2 08/09/22 16:29
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/I ug/I ug/I
Alkalinity U 8450 20000
Sample Narrative:
BLANK: Endpoint pH 4.5
L1519699-04 Original Sample (OS) • Duplicate (DUP)
(OS) L1519699-04 08/09/22 16:43 • (DUP) R3824538-4 08/09/22 16:47
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte ug/I ug/I % %
Alkalinity 301000 294000 1 2.19 20
Sample Narrative:
OS: Endpoint pH 4.5 Headspace
DUP: Endpoint pH 4.5 Headspace
L1519896-14 Original Sample (OS) • Duplicate (DUP)
(OS) L1519896-14 08/09/22 17:30 • (DUP) R3824538-6 08/09/22 17:37
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte ug/I ug/I % %
Alkalinity 18100 18300 1 0.840 J 20
Sample Narrative:
OS: Endpoint pH 4.5 Headspace
DUP: Endpoint pH 4.5 Headspace
Laboratory Control Sample (LCS)
(LCS) R3824538-1 08/09/22 16:22
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte ug/I ug/I % %
Alkalinity 100000 107000 107 90.0-110
Sample Narrative:
LCS: Endpoint pH 4.5
FP1
Fc
FSS
4
Cn
FSr
�GI
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 45 of 72

WG1908185 QUALITY CONTROL SUMMARY
Wet Chemistry by Method 2320 B-2011 1-1519896-20,21
Method Blank (MB)
(MB) R3824961-2 08/10/22 13:16
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/I ug/I ug/I
Alkalinity U 8450 20000
Sample Narrative:
BLANK: Endpoint pH 4.5
L1519896-20 Original Sample (OS) • Duplicate (DUP)
(OS) L1519896-20 08/10/22 13:27 • (DUP) R3824961-4 08/10/22 13:31
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte ug/I ug/I % %
Alkalinity U U 1 0.000 20
Sample Narrative:
OS: Endpoint pH 4.5 Headspace
DUP: Endpoint pH 4.5 Headspace
L1520141-06 Original Sample (OS) • Duplicate (DUP)
(OS) L1520141-06 08/10/22 14:19 • (DUP) R3824961-6 08/10/22 14:23
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte ug/I ug/I % %
Alkalinity 469000 480000 1 2.27 20
Sample Narrative:
OS: Endpoint pH 4.5 Headspace
DUP: Endpoint pH 4.5 Headspace
Laboratory Control Sample (LCS)
(LCS) R3824961-1 08/10/22 13:13
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte ug/I ug/I % %
Alkalinity 100000 97600 97.6 90.0-110
Sample Narrative:
LCS: Endpoint pH 4.5
FP1
Fc
FSS
4
Cn
FSr
�GI
FAI
[Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 46 of 72

WG1904088
Wet Chemistry by Method 450052 D-2011
Method Blank (MB)
(MB) R3821479-1 08/01/22 21:44
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/1 ug/1 Ug/1
Sulfide U 25.0 50.0
L1518067-02 Original Sample (OS) • Duplicate (DUP)
(OS) L1518067-02 08/01/22 21:45 • (DUP) R3821479-3 08/01/22 21:45
Original Result DUP Result Dilution DUP RPD
Analyte ug/I ug/1 %
Sulfide U U 1 0.000
Laboratory Control Sample (LCS)
QUALITY CONTROL SUMMARY
L1519896-14,15,16,17,18,19,20,21
DUP Qualifier DUP RPD
Limits
20
(LCS) R3821479-2 08/01/22 21:44
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte ug/I ug/1 % %
Sulfide 500 498 99.6 85.0-115
L1519699-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1519699-04 08/01/22 21:48 • (MS) R3821479-4 08/01/22 21:48 • (MSD) R3821479-5 08/01/22 21:48
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec.
Analyte ug/I ug/I ug/1 ug/I % %
Sulfide 500 U 460 464 92.0 92.8
Dilution Rec. Limits MS Qualifier MSD Qualifier RPD
1 80.0-120 0.866
RPD Limits
20
— I
Cp
Fc
FS-S
4
Cn
rs—r
_ �GI
rAl
[Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 47 of 72

WG1902833
Wet Chemistry by Method 9056A
Method Blank (MB)
(MB) R3820949-1 07/29/22 10:21
MB Result
MB Qualifier MB MDL
Analyte ug/I
ug/1
Chloride U
379
Nitrate 63.1
J 48.0
Sulfate U
594
L1519896-14 Original Sample (OS) • Duplicate (DUP)
MB RDL
ug/I
1000
100
5000
(OS) L1519896-14 07/29/2212:54 • (DUP) R3820949-3 07/29/22 13:07
Original Result
DUP Result
Dilution DUP RPD
Analyte
ug/I
ug/1
%
Chloride
4220
4070
1 3.47
Nitrate
67.6
60.7
1 10.8
Sulfate
U
U
1 0.000
L1519896-21 Original Sample (OS) • Duplicate (DUP)
(OS) L1519896-21 07/29/22 16:44 • (DUP) R3820949-6 07/29/22 19:42
Original Result
DUP Result
Dilution DUP RPD
Analyte
ug/I
ug/I
%
Chloride
33700
33200
1 1.39
Nitrate
U
U
1 0.000
Sulfate
862
1680
1 64.2
Laboratory Control Sample (LCS)
QUALITY CONTROL SUMMARY
L1519896-14,15,16,17,18,19,20,21
DUP Qualifier DUP RPD
Limits
15
J 15
15
DUP Qualifier DUP RPD
Limits
15
15
J P1 15
(LCS) R3820949-2 07/29/22 10:57
Spike Amount
LCS Result
LCS Rec.
Rec. Limits LCS Qualifier
Analyte ug/I
ug/1
%
%
Chloride 40000
39700
99.2
80.0-120
Nitrate 8000
7830
97.8
80.0-120
Sulfate 40000
39000
97.5
80.0-120
FP1
FC
FSS
4
Cn
FSr
�GI
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 48 of 72

WG1902833
QUALITY CONTROL
SUMMARY
Wet Chemistry by Method 9056A
L1519896-14,15,16,17,18,19,20,21
L1519896-14 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1519896-14 07/29/22 12:54 • (MS) R3820949-4 07/29/22 13:20 • (MSD) R3820949-5 07/29/22 13:32
Spike Amount Original Result MS Result
MSD Result MS Rec. MSD Rec. Dilution
Rec. Limits MS Qualifier
MSD Qualifier RPD
Analyte ug/I ug/I ug/I
ug/I % %
%
%
Chloride 50000 4220 56100
56200 104 104 1
80.0-120
0.140
Nitrate 5000 67.6 5070
5020 100 99.0 1
80.0-120
0.987
Sulfate 50000 U 51200
51000 102 102 1
80.0-120
0.545
L1519896-21 Original Sample (OS) • Matrix Spike (MS)
(OS) L1519896-21 07/29/22 16:44 • (MS) R3820949-7 07/29/22 19:55
Spike Amount
Original Result
MS Result
MS Rec.
Dilution Rec. Limits MS Qualifier
Analyte
ug/I
ug/I
ug/I
%
%
Chloride
50000
33700
84200
101
1 80.0-120
Nitrate
5000
U
4990
99.8
1 80.0-120
Sulfate
50000
862
52900
104
1 80.0-120
RPD Limits
o�
15
15
15
FP1
Fc
FSS
4
Cn
FSr
�GI
FAI
[Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 49 of 72

WG1903052
Wet Chemistry by Method 9056A
Method Blank (MB)
(MB) R3820983-1 07/29/22 10:30
MB Result MB Qualifier MB MDL
Analyte ug/I ug/I
Fluoride U 64.0
L1519713-01 Original Sample (OS) • Duplicate (DUP)
MB RDL
ug/I
150
QUALITY CONTROL SUMMARY
L1519896-01,02,03,04
(OS) L1519713-01 07/29/22 21:48 • (DUP) R3820983-5 07/29/22 22:06
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte ug/I ug/I % %
Fluoride 99.6 95.6 1 4.10 J 15
L1519878-01 Original Sample (OS) • Duplicate (DUP)
(OS) L1519878-01 07/30/22 01:41 • (DUP) R3820983-7 07/30/22 01:59
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte ug/I ug/I % %
Fluoride 269 260 1 3.67 15
Laboratory Control Sample (LCS)
(LCS) R3820983-2 07/29/22 10:48
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte ug/I ug/I % %
Fluoride 8000 8400 105 80.0-120
L1519699-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1519699-04 07/29/22 19:59 • (MS) R3820983-3 07/29/22 20:17 • (MSD) R3820983-4 07/29/22 20:37
Spike Amount
Original Result
MS Result
MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD
Analyte ug/I
ug/I
ug/I
ug/I % % % %
Fluoride 5000
272
5810
5670 111 108 1 80.0-120 2.36
L1519836-01 Original Sample (OS) • Matrix Spike (MS)
(OS) L1519836-01 07/30/22 00:11 • (MS) R3820983-6 07/30/22 01:05
Spike Amount Original Result MS Result MS Rec. Dilution Rec. Limits MS Qualifier
Analyte ug/I ug/I ug/I % %
Fluoride 5000 83.2 5360 105 1 80.0-120
RPD Limits
15
— I
Cp
Fc
FSS
4
Cn
FSr
_ �GI
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 50 of 72

WG1903106
Wet Chemistry by Method 9056A
Method Blank (MB)
(MB) R3820986-1 07/30/22 10:27
MB Result
MB Qualifier MB MDL
MB RDL
Analyte ug/I
ug/I
ug/I
Fluoride U
64.0
150
L1519444-01 Original Sample (OS) • Duplicate (DUP)
(OS) L1519444-01 07/30/22 12:22 • (DUP) R3820986-3 07/30/22 12:37
Original Result DUP Result Dilution DUP RPD
Analyte ug/I ug/I %
Fluoride 1880 1880 1 0.0160
L1520006-01 Original Sample (OS) • Duplicate (DUP)
(OS) L1520006-01 07/30/22 17:56 • (DUP) R3820986-6 07/30/22 18:11
Original Result DUP Result Dilution DUP RPD
Analyte ug/I ug/I %
Fluoride 73.1 73.4 1 0.410
Laboratory Control Sample (LCS)
QUALITY CONTROL SUMMARY
L1519896-05,06,07,08,09,10,11,12,13
DUP Qualifier DUP RPD
Limits
15
DUP Qualifier DUP RPD
Limits
J 15
(LCS) R3820986-2 07/30/22 10:42
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte ug/I ug/I % %
Fluoride 8000 8240 103 80.0-120
L1519444-01 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1519444-01 07/30/22 12:22 • (MS) R3820986-4 07/30/22 12:51 • (MSD) R3820986-5 07/30/2213:06
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec.
Analyte ug/I ug/I ug/I ug/I % %
Fluoride 5000 1880 7010 7010 103 103
L1520006-01 Original Sample (OS) • Matrix Spike (MS)
Dilution Rec. Limits MS Qualifier MSD Qualifier RPD
RPD Limits
1 80.0-120 0.00143 15
(OS) L1520006-01 07/30/22 17:56 • (MS) R3820986-7 07/30/22 18:26
Spike Amount Original Result MS Result MS Rec. Dilution Rec. Limits MS Qualifier
Analyte ug/I ug/I ug/I % %
Fluoride 5000 73.1 5250 104 1 80.0-120
ACCOUNT:
Withers & Ravenel Eng. - Standard
PROJECT: SDG: DATE/TIME: PAGE:
06140180.48 L1519896 08/25/22 09:05 51 of 72

WG1908777
Wet Chemistry by Method 9060A
Method Blank (MB)
(MB) R3825325-2 08/11/22 00:49
MB Result
Analyte ug/I
TOC (Total Organic Carbon) 540
MB Qualifier MB MDL
MB ROL
ug/I
ug/I
J 102
1000
Laboratory Control Sample (LCS)
(LCS) R3825325-1 08/11/22 00:37
Spike Amount LCS Result LCS Rec.
Analyte ug/I ug/I %
TOC (Total Organic Carbon) 75000 73600 98.1
QUALITY CONTROL SUMMARY
L1519896-14,15
Rec. Limits LCS Qualifier
85.0-115
L1519896-14 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1519896-14 08/11/22 02:07 • (MS) R3825325-3 08/11/22 02:32 • (MSD) R3825325-4 08/11/22 02:57
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec.
Analyte ug/I ug/I ug/I ug/I % %
TOC (Total Organic Carbon) 50000 1290 74600 46200 147 89.9
L1519896-15 Original Sample (OS) • Matrix Spike (MS)
Dilution Rec. Limits MS Qualifier MSD Qualifier RPD
1 80.0-120 J5 J3 46.9
(OS) L1519896-15 08/11/22 03:12 • (MS) R3825325-5 08/11/22 03:36
Spike Amount Original Result MS Result MS Rec. Dilution Rec. Limits MS Qualifier
Analyte ug/I ug/I ug/I % %
TOC (Total Organic Carbon) 50000 1090 60200 118 1 80.0-120
RPD Limits
20
— I
Cp
Fc
FSS
4
Cn
FSr
�GI
_ $AI
[Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 52 of 72

WG1909549
Wet Chemistry by Method 9060A
Method Blank (MB)
QUALITY CONTROL SUMMARY
L1519896-16,17,18,19,20
(MB) R3829963-2 08/24/22 01:15
MB Result MB Qualifier MB MDL MB ROL
Analyte ug/I ug/I ug/I
TOC (Total Organic Carbon) 339 J 102 1000
L1519896-16 Original Sample (OS) • Duplicate (DUP)
(OS) L1519896-16 08/24/22 01:31 • (DUP) R3829963-3 08/24/22 01:47
Original Result DUP Result Dilution DUP RPD
DUP Qualifier DUP RPD
Limits
Analyte ug/I ug/I %
%
TOC (Total Organic Carbon) 2310 2220 1 3.93
20
L1519896-17 Original Sample (OS) • Duplicate (DUP)
(OS) L1519896-17 08/24/22 02:03 • (DUP) R3829963-4 08/24/22 02:19
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte ug/I ug/I % %
TOC (Total Organic Carbon) 1550 1630 1 5.09 20
Laboratory Control Sample (LCS)
(LCS) R3829963-1 08/24/22 00:59
Spike Amount LCS Result LCS Rec.
Analyte ug/I ug/I %
TOC (Total Organic Carbon) 75000 72100 96.1
Rec. Limits LCS Qualifier
85.0-115
L1519896-18 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1519896-18 08/24/22 02:35 • (MS) R3829963-5 08/24/22 02:59 • (MSD) R3829963-6 08/24/22 03:24
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec.
Analyte ug/I ug/I ug/I ug/I % %
TOC (Total Organic Carbon) 50000 1280 57100 57100 112 112
Dilution Rec. Limits MS Qualifier MSD Qualifier RPD
1 80.0-120 0.0175
RPD Limits
20
L1519896-20 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1519896-20 08/24/22 03:59 • (MS) R3829963-7 08/24/22 05:03 • (MSD) R3829963-8 08/24/22 05:28
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte ug/I ug/I ug/I ug/I % % % % %
TOC (Total Organic Carbon) 50000 1560 56900 57800 111 112 1 80.0-120 1.59 20
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 53 of 72
— I
Cp
FC
FSS
4
Cn
FSr
_ �GI
FAI
FSC

WG1909551
Wet Chemistry by Method 9060A
Method Blank (MB)
(MB) R3829144-2 08/22/22 18:52
MB Result MB Qualifier MB MDL
Analyte ug/I ug/I
TOC (Total Organic Carbon) U 102
L1519785-01 Original Sample (OS) • Duplicate (DUP)
MB ROL
ug/I
1000
(OS) L1519785-01 08/22/22 19:16 • (DUP) R3829144-3 08/22/22 19:40
Original Result DUP Result Dilution DUP RPD
Analyte ug/I ug/I %
TOC (Total Organic Carbon) 2040 2020 1 0.885
L1520655-02 Original Sample (OS) • Duplicate (DUP)
QUALITY CONTROL SUMMARY
L1519896-21
DUP Qualifier DUP RPD
Limits
20
(OS) L1520655-02 08/23/22 01:52 • (DUP) R3829144-6 08/23/22 02:11
Original Result DUP Result Dilution DUP RPD DUP Qualifier DUP RPD
Limits
Analyte ug/I ug/I % %
TOC (Total Organic Carbon) U U 1 0.000 20
Laboratory Control Sample (LCS)
(LCS) R3829144-1 08/22/22 18:31
Spike Amount LCS Result LCS Rec.
Analyte ug/I ug/I %
TOC (Total Organic Carbon) 75000 77000 103
Rec. Limits LCS Qualifier
85.0-115
L1520361-08 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1520361-08 08/22/22 21:45 • (MS) R3829144-4 08/22/22 22:19 • (MSD) R3829144-5 08/22/22 22:42
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec.
Analyte ug/I ug/I ug/I ug/I % %
TOC (Total Organic Carbon) 50000 6700 52900 54200 92.3 95.0
Dilution Rec. Limits MS Qualifier MSD Qualifier RPD
1 80.0-120 2.52
RPD Limits
20
L1520789-03 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1520789-03 08/23/22 05:24 • (MS) R3829144-7 08/23/22 05:47 • (MSD) R3829144-8 08/23/22 06:31
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD RPD Limits
Analyte ug/I ug/I ug/I ug/I % % % % %
TOC (Total Organic Carbon) 50000 25400 46400 55000 42.0 59.0 1 80.0-120 J6 J6 16.8 20
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 54 of 72
— I
Cp
Fc
FSS
4
Cn
FSr
_ �GI
FAI
FSC

WG1903400
Mercury by Method 7470A
Method Blank (MB)
(MB) R3821214-1 08/01/22 10:08
MB Result
Analyte ug/1
Mercury U
MB Qualifier MB MDL MB RDL
ug/1 ug/I
0.100 0.200
Laboratory Control Sample (LCS)
QUALITY CONTROL SUMMARY
L1519896-01,02,03,04,05,06,07,08,09,10,11,12
(LCS) R3821214-2 08/01/22 10:12
Spike Amount LCS Result LCS Rec. Rec. Limits LCS Qualifier
Analyte ug/I ug/I % %
Mercury 3.00 2.70 90.1 80.0-120
L1519309-03 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1519309-03 08/01/22 10:20 • (MS) R3821214-3 08/01/22 10:22 • (MSD) R3821214-4 08/01/22 10:24
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec.
Analyte ug/I ug/1 ug/1 ug/I % %
Mercury 3.00 U 2.72 2.68 90.6 89.4
Dilution Rec. Limits MS Qualifier MSD Qualifier RPD
1 75.0-125 1.31
RPD Limits
20
FP1
Fc
FSS
4
Cn
FSr
�GI
$AI
[Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 55 of 72

WG1903401
Mercury by Method 7470A
Method Blank (MB)
(MB) R3821623-1 08/02/22 10:35
MB Result
Analyte ug/1
Mercury U
MB Qualifier MB MDL MB RDL
ug/1 ug/I
0.100 0.200
Laboratory Control Sample (LCS)
(LCS) R3821623-2 08/02/22 10:37
Spike Amount LCS Result LCS Rec.
Analyte ug/I ug/1 %
Mercury 3.00 2.84 94.8
QUALITY CONTROL SUMMARY
L1519896-13
Rec. Limits LCS Qualifier
80.0-120
L1520131-32 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1520131-32 08/02/22 09:34 • (MS) R3821623-3 08/02/22 10:39 • (MSD) R3821623-4 08/02/22 10:45
Spike Amount Original Result MS Result MSD Result MS Rec. MSD Rec. Dilution Rec. Limits MS Qualifier MSD Qualifier RPD
Analyte ug/I ug/1 ug/1 ug/I % % % %
Mercury 3.00 U 2.87 2.98 95.6 99.2 1 75.0-125 3.69
RPD Limits
20
— I
Cp
Fc
FSS
4
Cn
FSr
�GI
_ $AI
[Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 56 of 72

--------------
WG1907156
Metals (ICP) by Method 6010D
Method Blank (MB)
(MB) R3824716-1 08/10/22 12:07
MB Result
Analyte
ug/I
Arsenic
U
Barium
U
Chromium
U
Cobalt
U
Lead
U
Nickel
U
Silver
U
Vanadium
U
MB Qualifier MB MDL
ug/I
4.40
0.736
1.40
0.840
2.99
1.61
1.54
4.99
Laboratory Control Sample (LCS)
MB RDL
ug/I
10.0
5.00
10.0
10.0
6.00
10.0
5.00
20.0
QUALITY CONTROL SUMMARY
L1519896-01,02,03,04,05,06,07,08,09,10,11,12,13
(LCS) R3824716-2 08/10/22 12:09
Spike Amount
LCS Result
LCS Rec.
Rec. Limits LCS Qualifier
Analyte ug/I
ug/I
%
%
Arsenic 1000
952
95.2
80.0-120
Barium 1000
1010
101
80.0-120
Chromium 1000
960
96.0
80.0-120
Cobalt 1000
979
97.9
80.0-120
Lead 1000
964
96.4
80.0-120
Nickel 1000
963
96.3
80.0-120
Silver 200
184
92.2
80.0-120
Vanadium 1000
984
98.4
80.0-120
L1519822-01 Original Sample (OS) • Matrix
Spike (MS) • Matrix Spike Duplicate
(MSD)
(OS) L1519822-01 08/10/2212:12 • (MS) R3824716-4 08/10/22 12:18 • (MSD) R3824716-5 08/10/2212:20
Spike Amount
Original Result
MS Result
MSD Result MS Rec.
MSD Rec.
Dilution Rec. Limits
MS Qualifier MSD Qualifier RPD
RPD Limits
Analyte ug/I
ug/I
ug/I
ug/I %
%
%
%
%
Arsenic 1000
U
968
960 96.8
96.0
1 75.0-125
0.790
20
Barium 1000
184
1190
1180 101
99.9
1 75.0-125
0.710
20
Chromium 1000
1.44
965
957 96.3
95.6
1 75.0-125
0.770
20
Cobalt 1000
U
983
975 98.3
97.5
1 75.0-125
0.787
20
Lead 1000
22.4
994
982 97.2
96.0
1 75.0-125
1.24
20
Nickel 1000
3.87
975
964 97.1
96.0
1 75.0-125
1.14
20
Silver 200
U
186
185 93.0
92.7
1 75.0-125
0.295
20
Vanadium 1000
U
997
984 99.7
98.4
1 75.0-125
1.33
20
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
PAGE:
Withers & Ravenel Eng. - Standard
06140180.48
L1519896
08/25/22 09:05
57 of 72
FP1
Fc
FSS
4
Cn
FSr
�GI
FAI
[Sc

WG1905934
Metals (ICPMS) by Method 6020B
Method Blank (MB)
(MB) R3825808-6 08/12/22 16:38
MB Result
MB Qualifier MB MDL
MB RDL
Analyte ug/I
ug/I
ug/I
Antimony U
1.03
4.00
Beryllium U
0.190
2.00
Cadmium U
0.150
1.00
Copper U
1.51
5.00
Selenium U
0.300
2.00
Thallium U
0.121
2.00
Zinc U
3.02
25.0
Laboratory Control Sample (LCS)
(LCS) R3825808-7 08/12/22 16:42
Spike Amount
LCS Result
LCS Rec.
Analyte ug/I
ug/I
%
Antimony 50.0
44.9
89.9
Beryllium 50.0
46.3
92.6
Cadmium 50.0
49.4
98.9
Copper 50.0
47.9
95.7
Selenium 50.0
47.3
94.6
Thallium 50.0
46.0
92.1
Zinc 50.0
49.4
98.7
QUALITY CONTROL SUMMARY
L1519896-01,02,03,04,05,06,07,08,09,10,11
Rec. Limits LCS Qualifier
80.0-120
80.0-120
80.0-120
80.0-120
80.0-120
80.0-120
L1519896-04 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1519896-04 08/12/22 16:45 • (MS) R3825808-9 08/12/22 16:52 • (MSD) R3825808-10 08/12/22 16:55
Spike Amount
Original Result
MS Result
MSD Result
MS Rec.
MSD Rec.
Analyte
ug/I
ug/I
ug/I
ug/I
%
%
Antimony
50.0
U
48.8
48.5
97.6
97.0
Beryllium
50.0
U
47.6
47.4
95.2
94.7
Cadmium
50.0
U
51.1
51.0
102
102
Copper
50.0
2.91
49.6
49.1
93.4
92.3
Selenium
50.0
U
49.5
49.3
99.0
98.6
Thallium
50.0
U
49.8
49.3
99.7
98.7
Zinc
50.0
7.34
53.3
55.6
91.9
96.5
Dilution Rec. Limits
1 75.0-125
1 75.0-125
1 75.0-125
1 75.0-125
1 75.0-125
1 75.0-125
1 75.0-125
MS Qualifier MSD Qualifier RPD RPD Limits
0.516 20
0.568 20
0.214 20
1.17 20
0.442 20
1.00 20
4.30 20
FP1
Fc
FSS
4
Cn
FSr
�GI
FAI
[Sc
ACCOUNT: PROJECT: SDG:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896
DATE/TIME:
08/25/22 09:05
PAGE:
58 of 72

WG1905938 QUALITY CONTROL SUMMARY
Metals (ICPMS) by Method 6020B 1-1519896-12,13
Method Blank (MB)
(MB) R3824126-1 08/09/22 10:10
MB Result
MB Qualifier
MB MDL
MB RDL
Analyte ug/I
ug/I
ug/I
Antimony U
1.03
4.00
Beryllium U
0.190
2.00
Cadmium U
0.150
1.00
Copper U
1.51
5.00
Selenium U
0.300
2.00
Thallium U
0.121
2.00
Zinc 3.10
J
3.02
25.0
Laboratory Control Sample (LCS)
(LCS) R3824126-2 08/09/22 10:14
Spike Amount
LCS Result
LCS Rec.
Rec. Limits LCS Qualifier
Analyte ug/I
ug/I
%
%
Antimony 50.0
48.6
97.2
80.0-120
Beryllium 50.0
46.5
93.0
80.0-120
Cadmium 50.0
49.2
98.4
80.0-120
Copper 50.0
45.3
90.6
80.0-120
Selenium 50.0
50.7
101
80.0-120
Thallium 50.0
47.2
94.4
80.0-120
Zinc 50.0
49.4
98.8
80.0-120
L1521199-05 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1521199-05 08/09/22 10:17 • (MS) R3824126-4 08/09/22 10:23 • (MSD) R3824126-5 08/09/22 10:27
Spike Amount
Original Result
MS Result
MSD Result
MS Rec.
MSD Rec.
Analyte
ug/I
ug/I
ug/I
ug/I
%
%
Antimony
50.0
U
50.8
50.8
102
102
Beryllium
50.0
U
45.5
45.0
91.0
90.0
Cadmium
50.0
0.387
48.3
48.8
95.8
96.8
Copper
50.0
2.64
45.2
46.0
85.1
86.7
Selenium
50.0
U
50.6
50.7
101
101
Thallium
50.0
0.138
48.6
47.6
96.9
95.0
Zinc
50.0
32.6
78.6
80.1
92.1
94.9
Dilution Rec. Limits
1 75.0-125
1 75.0-125
1 75.0-125
1 75.0-125
1 75.0-125
1 75.0-125
1 75.0-125
MS Qualifier MSD Qualifier RPD RPD Limits
0.00922 20
1.11 20
1.06 20
1.74 20
0.0781 20
1.97 20
1.81 20
FP1
FC
FSS
4
Cn
FSr
�GI
FAI
FSC
ACCOUNT: PROJECT: SDG:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896
DATE/TIME:
08/25/22 09:05
PAGE:
59 of 72

WG1903934 QUALITY CONTROL SUMMARY
Volatile Organic Compounds (GC/MS) by Method 8260D L1519896-01,02,03,04,05,06,07,08,09,10,11,12,13,22
Method Blank (MB)
(MB) R3822383-3 08/01/22 10:58
MB Result MB Qualifier
MB MDL
MB RDL
Analyte ug/I
ug/I
ug/I
Acetone U
11.3
50.0
Acrylonitrile U
0.671
10.0
Benzene U
0.0941
1.00
Bromochloromethane U
0.128
1.00
Bromodichloromethane U
0.136
1.00
Bromoform U
0.129
1.00
Bromomethane U
0.605
5.00
Carbon disulfide U
0.0962
1.00
Carbon tetrachloride U
0.128
1.00
Chlorobenzene U
0.116
1.00
Chlorodibromomethane U
0.140
1.00
Chloroethane U
0.192
5.00
Chloroform U
0.111
5.00
Chloromethane U
0.960
2.50
Dibromomethane U
0.122
1.00
1,2-Dichlorobenzene U
0.107
1.00
1,4-Dichlorobenzene U
0.120
1.00
trans-1,4-Dichloro-2-butene U
0.467
2.50
1,1-Dichloroethane U
0.100
1.00
1,2-Dichloroethane U
0.0819
1.00
1,1-Dichloroethene U
0.188
1.00
cis-1,2-Dichloroethene U
0.126
1.00
trans-1,2-Dichloroethene U
0.149
1.00
1,2-Dichloropropane U
0.149
1.00
cis-1,3-Dichloropropene U
0.111
1.00
trans-1,3-Dichloropropene U
0.118
1.00
Ethylbenzene U
0.137
1.00
2-Hexanone U
0.787
10.0
lodomethane U
6.00
10.0
2-Butanone (MEK) U
1.19
10.0
Methylene Chloride U
0.430
5.00
4-Methyl-2-pentanone (MIBK) U
0.478
10.0
Styrene U
0.118
1.00
1,1,1,2-Tetrachloroethane U
0.147
1.00
1,1,2,2-Tetrachloroethane U
0.133
1.00
Tetrachloroethene U
0.300
1.00
Toluene U
0.278
1.00
1,1,1-Trichloroethane U
0.149
1.00
1,1,2-Trichloroethane U
0.158
1.00
Trichloroethene U
0.190
1.00
ACCOUNT:
PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard
06140180.48 L1519896 08/25/22 09:05 60 of 72
FP1
FC
FSS
4
Cn
FSr
�GI
FAI
FSC

WG1903934
Volatile Organic Compounds (GC/MS) by Method 8260D
QUALITY CONTROL SUMMARY
L1519896-01,02,03,04,05,06,07,08,09,10,11,12,13,22
Method Blank (MB)
(MB) R3822383-3 08/01/22 10:58
MB Result
Analyte
ug/I
Trichlorofluoromethane
U
1,2,3-Trichloropropane
U
Vinyl acetate
U
Vinyl chloride
U
Xylenes, Total
U
(S) Toluene-d8
104
(S) 4-Bromof/uorobenzene 97.6
(S)1,2-Dichloroethane-d4 110
MB Qualifier MB MDL
MB RDL
ug/I
ug/1
0.160
5.00
0.237
2.50
0.692
10.0
0.234
1.00
0.174
3.00
80.0-120
77.0-126
70.0-130
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3822383-1 08/01/22 09:59 • (LCSD) R3822383-2 08/01/22 10:19
Spike Amount
LCS Result
LCSD Result
LCS Rec.
Analyte
ug/I
ug/I
ug/I
%
Acetone
25.0
22.4
24.8
89.6
Acrylonitrile
25.0
22.4
21.1
89.6
Benzene
5.00
5.49
5.36
110
Bromochloromethane
5.00
6.31
5.81
126
Bromodichloromethane
5.00
5.46
5.40
109
Bromoform
5.00
3.58
4.07
71.6
Bromomethane
5.00
5.94
5.73
119
Carbon disulfide
5.00
5.15
5.19
103
Carbon tetrachloride
5.00
4.97
5.00
99.4
Chlorobenzene
5.00
5.33
5.58
107
Chlorodibromomethane
5.00
4.41
4.95
88.2
Chloroethane
5.00
6.41
6.70
128
Chloroform
5.00
5.94
5.55
119
Chloromethane
5.00
4.88
4.63
97.6
Dibromomethane
5.00
4.79
5.05
95.8
1,2-Dichlorobenzene
5.00
5.71
5.20
114
1,4-Dichlorobenzene
5.00
5.07
5.15
101
trans-1,4-Dichloro-2-butene
5.00
2.98
2.84
59.6
1,1-Dichloroethane
5.00
5.74
5.64
115
1,2-Dichloroethane
5.00
5.90
5.87
118
1,1-Dichloroethene
5.00
5.97
5.68
119
cis-1,2-Dichloroethene
5.00
6.06
5.69
121
trans-1,2-Dichloroethene
5.00
5.35
5.32
107
1,2-Dichloropropane
5.00
5.86
5.63
117
cis-1,3-Dichloropropene
5.00
4.38
4.26
87.6
ACCOUNT:
Withers & Ravenel Eng. - Standard
LCSD Rec.
Rec. Limits
LCS Qualifier LCSD Qualifier RPD
RPD Limits
99.2
19.0-160
10.2
27
84.4
55.0-149
5.98
20
107
70.0-123
2.40
20
116
76.0-122
J4 8.25
20
108
75.0-120
1.10
20
81.4
68.0-132
12.8
20
115
10.0-160
3.60
25
104
61.0-128
0.774
20
100
68.0-126
0.602
20
112
80.0-121
4.58
20
99.0
77.0-125
11.5
20
134
47.0-150
4.42
20
ill
73.0-120
6.79
20
92.6
41.0-142
5.26
20
101
80.0-120
5.28
20
104
79.0-121
9.35
20
103
79.0-120
1.57
20
56.8
33.0-144
4.81
20
113
70.0-126
1.76
20
117
70.0-128
0.510
20
114
71.0-124
4.98
20
114
73.0-120
J4 6.30
20
106
73.0-120
0.562
20
113
77.0-125
4.00
20
85.2
80.0-123
2.78
20
PROJECT:
SDG:
DATE/TIME: PAGE:
06140180.48
L1519896
08/25/22 09:05 61 of 72
FP1
FC
FSS
4
Cn
FSr
�GI
FAI
FSC

WG1903934
QUALITY
CONTROL
SUMMARY
Volatile Organic Compounds (GC/MS)
by Method 8260D
L1519896-01,02,03,04,05,06,07,08,09,10,11,12,13,22
Laboratory Control Sample (LCS) • Laboratory
Control
Sample Duplicate (LCSD)
FP1(LCS)
R3822383-1 08/01/22 09:59 • (LCSD)
R3822383-2 08/01/22 10:19
Spike Amount
LCS Result
LCSD Result
LCS Rec. LCSD Rec.
Rec. Limits LCS
Qualifier LCSD Qualifier
RPD
RPD Limits
Analyte ug/I
ug/I
ug/I
%
%
%
%
%
FC
trans-1,3-Dichloropropene 5.00
3.77
3.70
75.4
74.0
78.0-124 J +
_
1.87
20
Ethylbenzene 5.00
4.94
5.40
98.8
108
79.0-123
8.90
20
FSS
2-Hexanone 25.0
20.9
20.1
83.6
80.4
67.0-149
3.90
20
lodomethane 25.0
21.9
22.2
87.6
88.8
33.0-147
1.36
26
2-Butanone (MEK) 25.0
19.6
19.2
78.4
76.8
44.0-160
2.06
20
rCn
Methylene Chloride 5.00
5.91
5.69
118
114
67.0-120
3.79
20
4-Methyl-2-pentanone (MIBK) 25.0
24.4
25.7
97.6
103
68.0-142
5.19
20
FSr
Styrene 5.00
3.80
4.24
76.0
84.8
73.0-130
10.9
20
1,1,1,2-Tetrachloroethane 5.00
4.91
5.33
98.2
107
75.0-125
8.20
20
1,1,2,2-Tetrachloroethane 5.00
5.48
5.45
110
109
65.0-130
0.549
20
Tetrachloroethene 5.00
4.65
4.74
93.0
94.8
72.0-132
1.92
20
Toluene 5.00
5.15
5.35
103
107
79.0-120
3.81
20
7G1
1,1,1-Trichloroethane 5.00
5.87
5.90
117
118
73.0-124
0.510
20
1,1,2-Trichloroethane 5.00
5.19
5.45
104
109
80.0-120
4.89
20
Trichloroethene 5.00
5.20
5.23
104
105
78.0-124
0.575
20
FAI
Trichlorofluoromethane 5.00
6.00
5.76
120
115
59.0-147
4.08
20
1,2,3-Trichloropropane 5.00
5.32
5.49
106
110
73.0-130
3.15
20
FSC
Vinyl acetate 25.0
19.1
21.1
76.4
84.4
11.0-160
9.95
20
Vinyl chloride 5.00
5.83
5.56
117
ill
67.0-131
4.74
20
Xylenes, Total 15.0
14.8
15.8
98.7
105
79.0-123
6.54
20
(S) Toluene-d8
99.2
103
80.0-120
(S) 4-Bromofluorobenzene
95.8
102
77.0-126
(S)1,2-Dich/oroethane-d4
113
109
70.0-130
L1520019-22 Original Sample
(OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1520019-22 08/01/22 20:34 • (MS)
R3822383-4 08/01/22 21:14
• (MSD)
R3822383-5 08/01/22 21:33
Spike Amount
Original Result
MS Result
MSD Result MS Rec.
MSD Rec. Dilution Rec. Limits MS Qualifier
MSD Qualifier
RPD
RPD Limits
Analyte ug/I
ug/I
ug/I
ug/I
%
%
%
%
%
Acetone 25.0
U
24.8
23.1
99.2
92.4 1
10.0-160
7.10
35
Acrylonitrile 25.0
U
21.6
19.1
86.4
76.4 1
21.0-160
12.3
32
Benzene 5.00
U
5.22
5.75
104
115 1
17.0-158
9.66
27
Bromochloromethane 5.00
U
5.87
6.13
117
123 1
38.0-142
4.33
26
Bromodichloromethane 5.00
U
5.00
5.56
100
111 1
31.0-150
10.6
27
Bromoform 5.00
U
3.69
3.72
73.8
74.4 1
29.0-150
0.810
29
Bromomethane 5.00
U
6.41
5.53
128
ill 1
10.0-160
14.7
38
Carbon disulfide 5.00
U
4.99
5.52
99.8
110 1
10.0-156
10.1
28
Carbon tetrachloride 5.00
U
4.65
5.65
93.0
113 1
23.0-159
19.4
28
Chlorobenzene 5.00
U
4.82
5.17
96.4
103 1
33.0-152
7.01
27
ACCOUNT:
PROJECT:
SDG:
DATE/TIME:
PAGE:
Withers & Ravenel Eng. - Standard
06140180.48
L1519896
08/25/22 09:05
62 of 72

WG1903934 QUALITY CONTROL SUMMARY
Volatile Organic Compounds (GC/MS) by Method 8260D L1519896-01,02,03,04,05,06,07,08,09,10,11,12,13,22
L1520019-22 Original Sample (OS) • Matrix Spike (MS) • Matrix Spike Duplicate (MSD)
(OS) L1520019-22 08/01/22 20:34 • (MS) R3822383-4 08/01/22 21:14 • (MSD) R3822383-5 08/01/22 21:33
Spike Amount
Original Result
MS Result
MSD Result
MS Rec.
MSD Rec.
Dilution Rec. Limits
Analyte
ug/I
ug/I
ug/I
ug/I
%
%
%
Chlorodibromomethane
5.00
U
4.41
4.82
88.2
96.4
1 37.0-149
Chloroethane
5.00
U
6.23
6.67
125
133
1 10.0-160
Chloroform
5.00
U
5.69
6.18
114
124
1 29.0-154
Chloromethane
5.00
U
4.73
5.40
94.6
108
1 10.0-160
Dibromomethane
5.00
U
5.24
5.10
105
102
1 30.0-151
1,2-Dichlorobenzene
5.00
U
5.08
5.47
102
109
1 34.0-149
1,4-Dichlorobenzene
5.00
U
4.88
4.83
97.6
96.6
1 35.0-142
trans-1,4-Dichloro-2-butene
5.00
U
3.69
3.73
73.8
74.6
1 10.0-157
1,1-Dichloroethane
5.00
0.405
5.82
6.53
108
123
1 25.0-158
1,2-Dichloroethane
5.00
U
5.40
5.97
108
119
1 29.0-151
1,1-Dichloroethene
5.00
6.16
12.5
12.8
127
133
1 11.0-160
cis-1,2-Dichloroethene
5.00
7.35
13.5
14.1
123
135
1 10.0-160
trans-1,2-Dichloroethene
5.00
1.74
6.67
7.42
98.6
114
1 17.0-153
1,2-Dichloropropane
5.00
U
5.23
5.83
105
117
1 30.0-156
cis-1,3-Dichloropropene
5.00
U
3.85
4.41
77.0
88.2
1 34.0-149
trans-1,3-Dichloropropene
5.00
U
3.49
3.60
69.8
72.0
1 32.0-149
Ethylbenzene
5.00
U
4.78
5.07
95.6
101
1 30.0-155
2-Hexanone
25.0
U
19.8
20.4
79.2
81.6
1 21.0-160
lodomethane
25.0
U
12.0
18.2
48.0
72.8
1 10.0-160
2-Butanone (MEK)
25.0
1.97
20.0
19.4
72.1
69.7
1 10.0-160
Methylene Chloride
5.00
U
5.37
5.83
107
117
1 23.0-144
4-Methyl-2-pentanone (MIBK)
25.0
U
23.5
23.7
94.0
94.8
1 29.0-160
Styrene
5.00
U
3.53
3.86
70.6
77.2
1 33.0-155
1,1,1,2-Tetrachloroethane
5.00
U
4.52
4.83
90.4
96.6
1 36.0-151
1,1,2,2-Tetrachloroethane
5.00
U
5.60
6.10
112
122
1 33.0-150
Tetrachloroethene
5.00
0.972
5.14
5.97
83.4
100
1 10.0-160
Toluene
5.00
U
4.68
5.12
93.6
102
1 26.0-154
1,1,1-Trichloroethane
5.00
U
6.25
6.76
125
135
1 23.0-160
1,1,2-Trichloroethane
5.00
U
5.29
5.15
106
103
1 35.0-147
Trichloroethene
5.00
273
312
301
780
560
1 10.0-160
Trichlorofluoromethane
5.00
U
6.35
6.77
127
135
1 17.0-160
1,2,3-Trichloropropane
5.00
U
5.35
5.52
107
110
1 34.0-151
Vinyl acetate
25.0
U
33.9
33.0
136
132
1 12.0-160
Vinyl chloride
5.00
U
5.66
6.07
113
121
1 10.0-160
Xylenes, Total
15.0
U
13.3
14.7
88.7
98.0
1 29.0-154
(S) Toluene-d8
97.9
97.1
80.0-120
(S) 4-Bromofluorobenzene
95.3
96.6
77.0-126
(S)1,2-Dichloroethane-d4
116
117
70.0-130
MS Qualifier MSD Qualifier RPD RPD Limits
EV
J3
EV
8.88
6.82
8.26
13.2
2.71
7.39
1.03
1.08
11.5
10.0
2.37
4.35
10.6
10.8
13.6
3.10
5.89
2.99
41.1
3.05
8.21
0.847
8.93
6.63
8.55
14.9
8.98
7.84
2.68
3.59
6.40
3.13
2.69
6.99
10.0
27
30
28
29
27
28
27
37
27
27
29
27
27
27
28
28
27
29
40
32
28
29
28
29
28
27
28
28
27
25
31
29
31
27
28
FP1
FC
FSS
4
Cn
FSr
�GI
FAI
[Sc
ACCOUNT: PROJECT: SDG:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896
DATE/TIME:
08/25/22 09:05
PAGE:
63 of 72

WG1903315 QUALITY CONTROL SUMMARY
Volatile Organic Compounds (GC/MS) by Method 8260D-SIM L1519896-01,02,03,04,05,06,07,08,09,10,11,12,13
Method Blank (MB)
(MB) R3824337-3 08/01/22 20:36
MB Result MB Qualifier MB MDL MB RDL
Analyte ug/I ug/1 ug/I
1,4-Dioxane U 0.597 3.00
(S) Toluene-d8 105 77.0-127
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3824337-1 08/01/22 19:36 • (LCSD) R3824337-2 08/01/22 19:56
Spike Amount LCS Result LCSD Result
LCS Rec. LCSD Rec.
Rec. Limits LCS Qualifier LCSD Qualifier RPD
RPD Limits
Analyte ug/I ug/I ug/1
% %
% %
%
1,4-Dioxane 50.0 47.7 50.0
95.4 100
55.0-138 4.71
24
(S) Toluene-d8
106 106
77.0-127
ACCOUNT:
PROJECT:
SDG:
DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard
06140180.48
L1519896
08/25/22 09:05 64 of 72
FP1
FC
FSS
4
Cn
FSr
�GI
FAI
FSC

--------------
WG1903862
EDB / DBCP by Method 8011
Method Blank (MB)
(MB) R3822181-1 08/02/22 18:35
MB Result
Analyte ug/I
Ethylene Dibromide U
1,2-Dibromo-3-Chloropropane U
MB Qualifier MB MDL MB RDL
ug/1 ug/I
0.00536 0.0200
0.00748 0.0200
L1519046-01 Original Sample (OS) • Duplicate (DUP)
(OS) L1519046-01 08/02/22 19:24 • (DUP) R3822181-3 08/02/22 19:12
Original Result DUP Result Dilution DUP RPD
Analyte ug/I Ug/1 %
Ethylene Dibromide U U 1 0.000
1,2-Dibromo-3-Chloropropane U U 1 0.000
QUALITY CONTROL SUMMARY
L1519896-01,02,03,04,05,06,07,08,09,10,11,12,13
DUP Qualifier DUP RPD
Limits
20
20
Laboratory Control Sample (LCS) • Laboratory Control Sample Duplicate (LCSD)
(LCS) R3822181-4 08/02/22 21:26 • (LCSD) R3822181-5 08/03/22 00:04
Spike Amount
LCS Result
LCSD Result
LCS Rec.
Analyte
ug/I
ug/1
ug/1
%
Ethylene Dibromide
0.250
0.306
0.314
122
1,2-Dibromo-3-Chloropropane
0.250
0.247
0.257
98.8
L1519896-02 Original Sample (OS) • Matrix Spike (MS)
LCSD Rec. Rec. Limits LCS Qualifier LCSD Qualifier RPD
126 60.0-140 2.58
103 60.0-140 3.97
(OS) L1519896-02 08/02/22 19:00 • (MS) R3822181-2 08/02/22 18:47
Spike Amount
Original Result
MS Result
MS Rec.
Dilution Rec. Limits MS Qualifier
Analyte
ug/I
ug/1
ug/1
%
%
Ethylene Dibromide
0.0975
U
0.106
109
1 64.0-159
1,2-Dibromo-3-Chloropropane
0.0975
U
0.0978
100
1 72.0-148
RPD Limits
20
20
FP1
FC
FSS
4
Cn
FSr
�GI
FAI
[Sc
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 65 of 72

GLOSSARY OF TERMS
Guide to Reading and Understanding Your Laboratory Report
The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not
intended as a comprehensive explanation, and if you have additional questions please contact your project representative.
Results Disclaimer - Information that may be provided by the customer, and contained within this report, include Permit Limits, Project Name,
Sample ID, Sample Matrix, Sample Preservation, Field Blanks, Field Spikes, Field Duplicates, On -Site Data, Sampling Collection Dates/Times, and
Sampling Location. Results relate to the accuracy of this information provided, and as the samples are received.
Abbreviations and Definitions
MDL
RDL
Rec.
RPD
SDG
(S)
U
Analyte
Dilution
Limits
Original Sample
Method Detection Limit.
Reported Detection Limit.
Recovery.
Relative Percent Difference.
Sample Delivery Group.
FP1
FTC
FSS
4
Cn
FSr
Surrogate (Surrogate Standard) - Analytes added to every blank, sample, Laboratory Control Sample/Duplicate and
Matrix Spike/Duplicate; used to evaluate analytical efficiency by measuring recovery. Surrogates are not expected to be FQC
detected in all environmental media.
Not detected at the Reporting Limit (or MDL where applicable).
The name of the particular compound or analysis performed. Some Analyses and Methods will have multiple analytes
reported.
If the sample matrix contains an interfering material, the sample preparation volume or weight values differ from the
standard, or if concentrations of analytes in the sample are higher than the highest limit of concentration that the rA
laboratory can accurately report, the sample may be diluted for analysis. If a value different than 1 is used in this field, the
result reported has already been corrected for this factor.
These are the target % recovery ranges or % difference value that the laboratory has historically determined as normal I9
for the method and analyte being reported. Successful QC Sample analysis will target all analytes recovered or SC
duplicated within these ranges.
The non -spiked sample in the prep batch used to determine the Relative Percent Difference (RPD) from a quality control
sample. The Original Sample may not be included within the reported SDG.
This column provides a letter and/or number designation that corresponds to additional information concerning the result
Qualifier
reported. If a Qualifier is present, a definition per Qualifier is provided within the Glossary and Definitions page and
potentially a discussion of possible implications of the Qualifier in the Case Narrative if applicable.
The actual analytical final result (corrected for any sample specific characteristics) reported for your sample. If there was
no measurable result returned for a specific analyte, the result in this column may state "ND" (Not Detected) or "BDL"
Result
(Below Detectable Levels). The information in the results column should always be accompanied by either an MDL
(Method Detection Limit) or RDL (Reporting Detection Limit) that defines the lowest value that the laboratory could detect
or report for this analyte.
Uncertainty
(Radiochemistry)
Confidence level of 2 sigma.
A brief discussion about the included sample results, including a discussion of any non -conformances to protocol
Case Narrative (Cn)
observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will
be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.
Quality Control
This section of the report includes the results of the laboratory quality control analyses required by procedure or
Summary (Qc)
analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not
being performed on your samples typically, but on laboratory generated material.
This is the document created in the field when your samples were initially collected. This is used to verify the time and
Sample Chain of
date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This
Custody (Sc)
chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the
samples from the time of collection until delivery to the laboratory for analysis.
This section of your report will provide the results of all testing performed on your samples. These results are provided
Sample Results (Sr)
by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for
each sample will provide the name and method number for the analysis reported.
Sample Summary (Ss)
This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and
times of preparation and/or analysis.
Qualifier
Description
B
The same analyte is found in the associated blank.
C3
The reported concentration is an estimate. The continuing calibration standard associated with this data responded low.
Method sensitivity check is acceptable.
C5
The reported concentration is an estimate. The continuing calibration standard associated with this data responded high.
Data is likely to show a high bias concerning the result.
E
The analyte concentration exceeds the upper limit of the calibration range of the instrument established by the initial
calibration (ICAL).
J
The identification of the analyte is acceptable; the reported value is an estimate.
J3
The associated batch QC was outside the established quality control range for precision.
J4
The associated batch QC was outside the established quality control range for accuracy.
J5
The sample matrix interfered with the ability to make any accurate determination; spike value is high.
J6
The sample matrix interfered with the ability to make any accurate determination; spike value is low.
P1
RPD value not applicable for sample concentrations less than 5 times the reporting limit.
ACCOUNT:
PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard
06140180.48 L1519896 08/25/22 09:05 66 of 72

GLOSSARY OF TERMS
Qualifier Description
V The sample concentration is too high to evaluate accurate spike recoveries.
FP1
FTc
FSS
rCn]
Fr
RC
F,
FAI
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 67 of 72

ACCREDITATIONS & LOCATIONS
Pace Analytical National 12065 Lebanon Rd Mount Juliet, TN 37122
Alabama
40660
Nebraska
NE-OS-15-05
Alaska
17-026
Nevada
TN000032021-1
Arizona
AZ0612
New Hampshire
2975
Arkansas
88-0469
New Jersey—NELAP
TN002
California
2932
New Mexico
TN00003
Colorado
TN00003
New York
11742
Connecticut
PH-0197
North Carolina
Env375
Florida
E87487
North Carolina'
DW21704
Georgia
NELAP
North Carolinas
41
Georgia'
923
North Dakota
R-140
Idaho
TN00003
Ohio—VAP
CL0069
Illinois
200008
Oklahoma
9915
Indiana
C-TN-01
Oregon
TN200002
Iowa
364
Pennsylvania
68-02979
Kansas
E-10277
Rhodelsland
LA000356
Kentucky16
KY90010
South Carolina
84004002
Kentucky 2
16
South Dakota
n/a
Louisiana
A130792
Tennessee' °
2006
Louisiana
LA018
Texas
T104704245-20-18
Maine
TN00003
Texas'
LAB0152
Maryland
324
Utah
TN000032021-11
Massachusetts
M-TN003
Vermont
VT2006
Michigan
9958
Virginia
110033
Minnesota
047-999-395
Washington
C847
Mississippi
TN00003
West Virginia
233
Missouri
340
Wisconsin
998093910
Montana
CERT0086
Wyoming
A21-A
A21-A — ISO 17025
1461.01
AIHA-LAP,LLC EMLAP
100789
A21-A — ISO 17025 s
1461.02
DOD
1461.01
Canada
1461.01
USDA
P330-15-00234
EPA—Crypto
TN00003
Drinking Water 2 Underground Storage Tanks 'Aquatic Toxicity ° Chemical/Microbiological 'Mold 6 Wastewater n/a Accreditation not applicable
Not all certifications held by the laboratory are applicable to the results reported in the attached report.
Accreditation is only applicable to the test methods specified on each scope of accreditation held by Pace Analytical.
FP1
FTc
FSS
4
Cn
FSr
Rc
I ql
FSC
ACCOUNT: PROJECT: SDG: DATE/TIME: PAGE:
Withers & Ravenel Eng. - Standard 06140180.48 L1519896 08/25/22 09:05 68 of 72

Company Name/Address:
billing Information:
Anal do
/ f n ainpr
/ rirpcpniitwp
Chair of Custody Page of 75
Withers St Ravenel Eng. - Standard
Accounts Payable Pres
115 MacKenan Drive Chic
115 MacKenan Drive
Cary, NC 27511
_
�".PLEce
Cary, NC 27511
ADVANllNG SCIENCE
MT JULIET, TN
Report to:
Email To:mjames@withersravenel,com
Matt James
12055Leban—RdMoun1Iuly Thl1T112
yy
LJ
5ubmllllnq a sample Ala th" &,1, 0 Custody
—StIlUln acLnowledt—M and acceptance or the
Project Description:
City/State Please Circle:
Kernersvi(le Landfill
Collected:
PT MT CT ET
o
Z
y
q n
O
'M
+
pare Te.ms and tandtlons foul ar
napa:rrin+e.pacelab .comm�hlsJp.,-,,.naa d.
erm:per
Phone [phone]
Client Project #
Lah Project #
06140180.48
WITHRAVS-KERNERSVILL
a
z
CL
SDG#
=
w
a
z°
W
M
l
a
�,
T
p156
Collected by (print)'
Site/Facility ID #
PC u
061401$0.4$ ti i.
=
I
Q
O
M
T
E
G
Acctnum: WITH RAVS
Collected by
(signature}:
Rush? {Lab MUST Be Notified} Quote 11
tE
q
4
u1
Q
E
Tempiate:T213285
v vt"/lv`C,'J
_Same Day �
ry
ry
E
p
It
PrelolP939275
C, JJ
Next Day _ 5 Day
Day
(Rad only) Date Results Needed
try
to
'"�
�
E
E
_
�
�
Immediately
_ Two bay _ V 10 Day (Rad Only) No.
C)
ra
Iv
N
O
E
' q
of
ti
PM: 873 - Heat eri W ner
�
Packed en Ice N Y N
_ Three Day
of
z
Y
n
D
W
J
w
O
O
ry
V
Q
O
o
PS:Ln �
Shipped Via: FedEX Ground
Sample ID
Comp/Grab
Matrix'
Depth
Date
Time
ntrs
q
a
Q
00
�
[�
ry
j
j
Remarks Sample tl )lab only!
T
6JL
t%
GW
10
X
X
X
X
X
— p1
�� --
GW
27
10
X
X
X
X
X
`ot
GW
v �j
10
X
X
X
X
X
D
GW
lD
X
X
X
X
X
cyq
)E_
1�—Cj
GW
S
10
X
X
x
x
X
_�
GW
2 10
X
X
X
X
X
OLD
GW
O to
X
X
X
X
X
—o-7
GW
1 D' to
X
X
x
X
X
�-
5.-`!-�,
GW
: d 5 10
x
x
X
X
x
Gw-
:�� 10
x
X
—
x
x
x
' Matrix:Remarks:
SS -Soil AIR -Air F-Filter
pH
Temp
CDC Seal Present/1 ntact: NP Y N
y
GW- Groundwater 8-Bioassay
COC Signed/Accurate: Zf N
WW-WasteWater
-
-
Flow
Other
Bottles arrive intact: —N
Correct bottles used: /4 v
DW- Drinkin Water
B Samples
returned via:
Sufficient volume sent: _N
OT - Other
UPS FedEx Courier
Tracking#
It Applicable
—
— —
VOA Zero lieadspace: IY N
Relinquished by : (Si nature)
Date:
Time. Received by (Signature(
Trip Blank Received: Id
Np
Preservation Correct/Checked: -If —N
b aAL��.
�I 1� zl 40 0
2 '$aL/MeoH
RAD Screen, <0.5 mR/hr: �;w TN
TBR
llnquished by: (Sig tune)
Date:
Time.
Received by: (Signature)
Temp:
°C Battles Received.
If preservation required by Login: Date/Time
IST
Relinquished by: (Signature)
Date:
Time:
Received f la : )Sig at
)
Date:
Time:
Hold: Conditio lf
z
q�
NCF , K

G.mpany Name/Address:
Billing Information:
Anal cic
! CnntAmpr
/ Pra--Arivp
Chain of Custody Page r- of _
Withers & Ravenel Eng. -Standard
Accounts Payable p =5
115 MacKenan Drive
115 MacKenan Drive
Cary, NC 27511
ace
Cary, NC 27S11
PEOPLE AGYRNCiNG SCIENCE
MT JULIET, TN
Report to
Email To [e-mail]
Matt James
12G65 leham, Rd Mount luhel, TN 17121
N
suhmiq,nq a "Mole ma eha. Oain qr—tadT
_t1l,tes a[Lnowled1monE and aLreptahte of the
pan Tema and Londitiom found,[
Project Description:
City/State
Please Cir_le:
Kernersville Landfill
Collected:
PT MT CT ET
O
,;,
rn
O
v
+
hltpaa+nfa.panl,hscnmhuhh/Paslandaid-
u.maner
Phone:[phone]
Client Project #
Lab Project tf
06140180.48
WITHRAVS-KERNERSVILL
d
z
a`
O1
SDG#U
E
0-
q
W
LA
r
Y
u
Table #
Collected by (print)
Site/Facility ID #
P.O. #
06140180.40 '� -1
C
�
CL
it
u
-Qtoo
�
N
N
,�
z
_
Rcctnum: 1ITHRAVS
tea by
Coll {signature}:
Rush? {Lab MUST Be Notified) Quote #
o
E
a
1
a
Template:T213285
��r,..,
_ Same Day _ Fiye Day
ry
ry
E
=:2
In
Q
PreloPin: P939275
Next Day 5 Day (Rod Only) Date Results Needed
rn
-L^
'"'i
q
Immediately
J
, Two Day •/ 10 Day (Rad Only) No
0
ry
ua
rV
E
PNr 873 - Hea er ! W gner
_
Packed on Ice N Y 1
_three flay of
z
Y
y
i
Q
O
u�
LL
O
U
CL
Q
N
Lo
PB:
Sample ID
Comp/Grab
Matrix
Depth
Date
Time
Mrs
Shipped Via: FedEX Ground
J
Q
d
Q
W
'A
>
lull
O
�
00
>
>
RF"'a�LS Sam p�eplldO Onlyl
t ,
-,_
GW
-�-7
-T'7 -b4
�}
`L su
10
X
X
X I
X
X
r
S Y Y— ur
GW
' 3S
10
X
X
X
X
X
•-
SVtiI`��- -
GW
l�j.�
10
X
x
X
x
X
GW
3
X
X
X
r
K \R—
GW
S
3
X
X
X
GW
3
X
X
X-10
GW
`.
3
X
X
X
GW
`1•
3
X
X
X
.r
GW
1a �,
3
X
X
X
GW 3 X X X
- -L
' Matrix:Remarks: Sample Receipt Checklist
SS - Soil AIR - Air F- Filter pH Temp COC Seal Present/Intact:,.-fln Y N
GW- Groundwater 8-Bioassay COC Signed/Accurate: —N
WasteWater Flow other, Bottles arrive intact:
WW-
CbYreC -:bottles-=edt _.-......... _____��.-- N
DW - Drinking Water Sufficient volume sent: N
Samples returned via:
— --
OT - Other
Courier Tracking P1S hlRulicablft
UPS FedEx
— — — VOA Zero Headspace: _-Y —N
Reli quished by; (Signature) Date. Time: Received by: (Signature) Trip Blank Received: No Preservation Correct/Checked: _,-V —f
r a r� ((� 2 QDL/MeoH RAD Screen <0.5 mR/hr: _.,if—v
4-
2 .7
0 L 18 `•� TBR
Relinquished urej
Date:
Time:
Received by: (Signature)
Temp: °C Bottles Received:
fr
if preservation required by Login; Date/Time
Relinquished by; (Signature)
Date:
Time:
Received for is y: (Sig turf}
Date Time:
Koid:
CDnditio
'�D
NCF / K

Company Name/Address:
Withers & Raaenel Eng. - Standard
5 MacKenan Drive
ry, NC 27511
LReport
Billing Information,
Accounts Payable Pre
115 MacKenan Drive Chk
Cary, NC 27511
AnAlvciq
! f nntair,pr
I Pracp
aFivp
Chain of Custody Page of IS
_75
�.He'
NCING SCIENCE
MT JULIET, TN
to
Email To [e-mail]
tt James
N
a
Z
,y
a
E
o
ni
0
r*i
Q
Z
Q
fn
O
M
a
°
p
N
ru
q}
d
o
N
a
�
ur
i
Ln
'"1
tit
jr
D
_J
Q
N
+
vs
E
Q
_
ry
w
J
t
�-
Z
s;
U
E
RT
Go
N
CL
LL
CL
Q
i
O
Ld
Q
2
p
Q
E
qT
a
Q
cOD
00
E
4
J
00
13E65 Leht nRd MW 1n,htt, Th 37121
Suhmilnng a sample na thn sh- of custody
[pnit'ilutes arMnOwle S—ta nd acceptant[.1 the
e,«ram„ndcpndap�,fp�naae
nupa./flnra.pac,iaht mom/n�p+.lrr++ttanda,d-
It,— pec
Project Description: IC
Kernersville Landoll
ity/State
Collected,
lease Circle:
PT MT C ET
Phone :[phone]
Client Project #Lab
06140180.48
Project #
WITH RAVS KERNERSVILL
SDG#
M
Fable #
Collected by (print):
Site/Facility ID #
PA. u
06140180.48 iG Z
Acctnum: WITHRAVS
Template:T213285
Prelogin: P939275
PM: 87 -Heath r1 Wa ner
PB:
Collected by (signature(:
Immediately
Packed on Ice N _ Y /
Rush? (Lab MUST Be Notified) Quote q
Same Day Five Day
Next Day _ 5 Day (Rad Only) Date Results Needed
Two Day _-,4 10 Day (Rad Only) No
. Three Day of
Sample lD
Comp/Grab
Matrix'
Depth
Date
Time
ntrs
Shipped Vla: Fed X Ground
n a Rert, 5—ple �::a t: o�I rV
,\6L--) �—
G W
'� — —�
3
X
X
X
'Matrix: Remarks: T Sample B=tipt Checklist
SS - Soil AIR - Air F- Filter pH Temp COC seat Present/Intact: -116P t N
Groundwater �-$ioassay COC Signed/Accurate: ­?
GW- —N
WW - WasteWater Flow Other Betties arrive intact: N
correct _SotEles-used:` — N
DW - Drinking Water Sufficient volume sent: �y N
Samples
returned via: — —
OT - Other Tracking # It hoDlicable
UPS FedFx Courier
— -- VOA Zero Headspace: N
Relinquished by : (Signature) Date: Time: Received by (Signature) Trip Blank Received: 4D/ No Preservation Ccrrert/Checked: N
RAD Screen <0,5 mR/hr: _N
L 1J TBR
Relinquished by: (Signature)
Date:
Time:
Received by: (Signature)
Temp. -C Bottles RecCeiv�ed1r
! `'j
If preservation required by Login: Date/Time
Relinquished by: (Signature)
Date:
Time:
Received for I by: (Si afore)
Date: Time:
Hold:
CondtOK))
NCF

r.
fR
3
l
r
�
S

UI U U :10 191 PAv II
Monitoring Well Installation Field Notes and Photographic Log
Monitoring Well Construction Log
Monitoring Well Construction Records

ne Lat-tiF oil
one w --
j 0 L j_ h+ roti►.1 •n ab y , ,L �i Dry
10��S3r�w
3 � U r'o1r`I Jv �O @,YI. • Sr I � S�ti� �God�;
qO)
O g i Jt P e- �f oT'v_ o ref
coo, el
-` - - o
% !� rr; y ls S� � _ � 16 V � ap
� :ti r
_ S: _ � �. �/ � 1 � `�'o �o �a��� � �-� 1 L r�c� y j) �' � oL +`; c� � D • 1 ?-D
D PS G rP-,H/ tiv'r` r VeX
o T 6

r
h a "tpil I
LL
jo f-k bt.:r.
s�
,D�v►111., .. fi 1L
nn
U'ep f 5 r30
' E %y PS et v l e 17 eXp w�l
ct ry sel v
-De,- �l e
f 3,3 30 000
�o qo o----
�
Gou-�- t,� w� oA.
�-o AI
r S4,orre. 4-a
j77ti r►v
ra,v at-, j
f-�s , Co 48eb
d"" r �-
re - -F i I '7-aL-S
. &,Ci il- k o P-t-e, Fro,-'-

::WithersRavenel
Our People. Your Success.
Frame No. 1
Description: Photograph of completed monitoring well MW-1R.
Frame Nn. 9
Description: View of monitoring well MW-1R facing southwest.
Town of Kernersville Landfill WR Project No. 06140180.62
Photographic Record July 2022

WELL CONSTRUCTION RECORD GW-I
Pries Form
I. 11 ell Contractor InformMkin:
%V.11 [ ontras nor ',nmC
?r• 1,V01 Ct, nSao c+r (',:rt i f,,atic,n �Jitnih,•r
E n\rl'raq-1AQv1tw#_ 1) F- 411ti q- PA I'h4 Cer k
C'txilpan'. \atnc' --
2. VL ell Construction Permit 4: _—
I ON! :r'1 L:ry+h cuhir wvii ,,)n rlrzrrR•m !i•"ruin r: ! 71 ,unna Irene, e,
3_ Fell Use (check well use):
Wolter Supph-
0t.•tilhelmal t f lc:utu= t aniinia Sunplrl
Indus! rtal'C 'rein mere Ial
© !4till icIpalli'uhIIc
Dketi«icntial 1Vutcr tiul?ply (single)
D'Ce; dentiaj Wnler Suppi. (shared)
N ';rater Sapply Welk
,
initorin:
©]ZiCu tT�
Injection `cell-
Agtlifir Rerhar!!r
©r.in,untlltater Relnedt:stiiyl
Agtl[fer Sior'd£e ami kixovery
DSahnity llarriel'
Aquiler !.•ti!
�titr+;sr7t.ttcv lhainage
Experinienta]
tiuhsldalce r.',•rltn 11
t.e.'tllt.mal :.( lLised I o"11)
fJ Iracer
(iLYHtlerrilill ;lli3lril rr rxtilin�i Roturnl�
hher rCXTr Iftir. un:ler :s'_ 1 Reniariks)
4. Uate WeIRO Completed: ! ! Zo - e7 �1'eli ffld MW j
So. Well l .ncntinn: p
FaCihtr f M urr `:3rrr I•arthly- IIY+ (tf atrplica lee
TowA 4 K2 yr tfvAI -41 Not Curdl,nq
Physnll Addr­,- i I(% red 7.ip
s ounty
Parcel Idmiiiication No INIti)
+b. Latitude and longitude- in dcgt ers:ttrinureslsecnndx or decimal deareec:
i d urII Yield .'nr 130unrr r, suffinoat)
ki-
& (stare) the wrI10) Permanent or 13ITemprorars
'- Is Chili a repair to as existiva well- ©}'es or do
?iihi- 1s ,r relQu- ±ill btu tnnw-,; w e1� rnv>cirnrtrcn rn!Ynrrncrrrnn anti i•'el-ur;n !Ire i,nrwe of;hc
, qv" ur.-der 1 " I ,emalkr sr•cvri,n ur (Me fpc hr:r+f .,I tit:': it, een
fi. For Geoprotieil)PT or C-lrned-loop C;rrrrhernl:tt %1 el hattar; the same
:url+lruci}, n, •m!t i (ilk' tti needCd Indicate T( ) l A N I'MBIA vt %kels
9.'11"tal Wei depth below land sarfarC.
rrrr !nreGrlsls� ui+1f- !t.r,• e!' riamh-r ij.11fi'crr>rl ri:rumnie'- !''a 'Liu ❑red :'�. '++r '+
14. Static water ltycl below top of eating:
lfxvhw in-e; t,s above casrrtx- use "
I I- Horeht>Je diameter- (in,)
12. Well conctraction method: f 112.
1 z aTq,cs. rntan CAUL. dime pWh- etc i ---- ..----
tf1-)
14. WATER ZONES
---•--___..__--
i fi. fG
ft
13. C}E' fi:S CA51ItiCr fo_r m_u_lfi-cased wells Olt LSNER i[ a 6k
F1LVH _ 17 r1iA�7F'1'FR FIliC![IYFCS HA7-R1ttAI.
L._.—_.. FL ft. in.
r 10. INNER C,1$IN(; OR'1'VBING therawt closed4oti
t F7tVm TO _._..._._..•xDIAMETER THICKNESS AL►TERIAL
_ _
ft. PIX
fr.. --fl..t._.._._.. 16
17- SCREEN
moom _„ - • no �- 1)I: METi1 • SLUT SIZE ruff. 'ASS A1A�T£yR,�IAL
O rr. rj Ft- in. Q.B sc 1.1•if1 f'►1 �-
n, f l . in.
I& GROUT
_ t•'Rilti1, -,,, • ,} I [_I _ tt.t l t:li f:11. _ _ _ _ i.StPi .+<CF�1};'�'t_ AiF.'1'EiC7D d4 AA10UNi:
} ftj 11 =i. 1 &41�• t pv
ir
i i 'L 11 p ft.
ft fL I i
i
19. SAND/GRAVEL PACK �Lf sEifcablej _
Flt[1M- io NIA I'ERLA1.--- �- E.tilPfac.'ik-AFN-r I1 FTHOn
p rl. �; fr. ,
.... -- ... ....... I ._. }-
ft. fL
24i, DRll,f.lNG ld)(; faItach aMtiaml aheela i€accessary-�
f R[Sh1 - —f[i"'.._ .. - �- 1F:Sr'RIpTi[7!�(cebr_ssar cam, aoil'rrct lrpe, yajlt sift,
f!- •— fit j
FL Ct.
ft. fl.
-- fL fit . �.__._T------
_ --- -}.... ---. _. ....... - ... _ ._ ..._..
rL I it. j
r� I
1REMARI0. —
22. Certif-rcation:
7 Z7 1 -1Z_
S 'Cni V. ntra�to TateIF
,kl ,Rw. i; :frt, corm. i ', -r:h'. ,-e'1-rr;i Owe e;((Ai ] 14 Line rom-fnr led in ❑[c-vrdance
w•irh I:.4 I , ('.+i • ()2[ • _0i no 'ell Corc rmciron Standards and char a
r-nrn rlr'rhi� reword liar i•eeet fvni'rrled la the weilnw .r.
23. Site diagram or additional well details:
Y"ll n1aF !Lie the flack ai-thts parr tci ii•nvide additional weii site details nr well
umstrucuL�ii dei:Iii4 �'cttt nla'. rill atl.tch additir�nal page.= if ne�etsary'
sulsk n-'r,11.INS• (71ON
24a- for :111 UMs. Suhnsn this form within .10 davit of completion of well
Cr :113trtleln+li Is••the lillli)w 111f•
I)h•ision of Water Resoureek, Information Process ft I'nit,
1617 Mail Sem•iee Center, Raleigit, NC 276"-1617
24K For Iniectiou H'eiis: In addition to sending the ftxm to the address in 243
ahrnc- al'.o suhmit olle ccipy cif this form wiihttl 30 days of completion of well
construction to the following.;
visinn of Water Resnnrrec, t'•nderrnroulid Injection COntrei Program.
FOR vV:�'I'i;R tit 1'Yl.l' 1t'F:i.I.ti t).11.} : Fl tf>_i6 Ma tierr•icc ['enter. Raleigh, 4(' 27699-1636
132- ! ield 4apTm . --'— - ----- .7IVthod of test: — -- 24c. For L% ater Sunnlx &� In ecti—1 oa Wells. In addnian to sending the filrrll to
the addres.iesl abtwc- aieri Suhmit Line cony of this farm x%ithin aft darn *l
13h. Disinfection type. :'Amount: _ ctlmpletl+Tn Of t, ell cc•rlstr!Irtion to the eounly health department of the county-
- w'hert; constructed
F.= 4;'tie 1 4nnh t 13'rt+l111-I 1?rpartmrnt 1I'l.n.-rrr•nnx'riWl Q alltN f il1'rbuin nt R srt•r Hr.n¢ir, o•, Revtsod 2.22.2016.

::WithersRavenel
Our People. Your Success.
MONITORING WELL CONSTRUCTION LOG
Well ID: MW-1 R Job Name: Town of Kernersville Landfill Job #: 06140180.62
Date: July 20, 2022 Site Loc.: Kernersville, NC TOC EL: NA
WR Rep: Driller: Environmental Drilling & GW EL:
CN Probing Services NA
NC NAD83 Easting: --- NC NAD83 Northing: ---
Depth in
Feet
Sample
Interval
ft bgs)
PID
m
Soil Description
(Field USCS Classification)
1
Well Construction
1
0
(3round burface
1
---
---
Grass/Organics
0-0.2
0-10 Concrete Grout
0-15 ft 2" Dia.
PVC Casing
2
Light Brown, Sandy SILT
0.2-10
3
4
5
1.3
6
7
8
9
10
3.3
11
Brown, Silty SAND
10-25
10-13 ft Bentonite
13-30 ft Clean -Washed Torpedo SAND 15-30 ft 2" Dia.
0.010-Slot PVC
Well Screen
12
13
14
15
2.1
16
17
18
19
20
0.8
21
22
23
24
25
0.4
26
Brown to Tan, silty SAND
25-38
27
28
29
30
0.8
31
While drilling to 50 ft groundwater collaped the boring and well was
eventually set at 30 ft bgs.
32
33
34
35
0.8
36
37
38
39
an to Light Brown, sandy SILT
38-50
40
0.6
41
42
Notes:
1.) Boring Terminated at 50' bgs
2.) bgs - Below Ground Surface
3.) TOC - Top of Casing
1 = Approximate Groundwater Level
Page 1 of 1
115 MacKenan Drive Cary, North Carolina 27511 te/:919.469.3340 fax:[phone] www.withersravenel.com

APPENDIX III
Historical Summary Tables

APPENDIX II
Historical Summary Tables
(2009-2014)

TABLE 1A
SUMMARY OF HISTORICAL GROUNDWATER ELEVATIONS
Background
Downgradient
Well ID:
MW-1
MW-6
MW-2
MW-3S
MW-31)
MW-4
MW-5
TOC Elevation:
806.42
804.87
762.19
764.57
764.56
760.26
773.32
Well Depth:
34.69
20.46
13.18
24.00
56.96
14.40
11.36
30-Dec-09
772.45
786.66
759.16
751.54
752.79
754.33
769.21
01-Jun-10
773.45
788.32
758.90
750.76
752.63
753.90
769.69
16-Nov-10
773.55
787.93
759.14
750.98
752.59
753.74
769.81
29-Dec-10
773.29
787.37
758.83
749.82
752.45
753.68
769.56
29-Jun-11
773.10
786.81
758.38
750.54
752.16
753.41
769.73
01-Nov-11
771.92
785.10
758.49
754.73
751.90
753.08
769.63
01-May-12
771.88
785.32
758.54
750.86
752.34
753.55
769.55
07-Nov-12
771.65
DRY
758.20
750.30
751.61
752.87
768.57
09-May-13
769.95
787.56
759.20
752.52
753.24
754.44
-
07-Nov-13
771.46
DRY
758.09
750.12
751.50
752.79
768.13
05-Jun-14
772.22
785.84
758.45
750.67
752.14
753.36
768.57
20-Nov-14
771.73
784.41
758.08
750.24
751.53
752.81
769.23
Notes:
TOC = Top of PVC well casing.
Elevations in feet above mean sea level. Well depths in feet below TOC.
Town of Kernersville Landfill
Permit No. 34-04 Joyce Engineering

TABLE 1B
MONITORING WELL AND BORING COMPLETION SUMMARY
WELL
NUMBER
CASING
DIAMETER
inches
WELL ELEVATIONS
TOTAL DEPTH
SCREENED INTERVAL*
LITHOLOGY OF
SCREENED INTERVAL*
GROUND
SURFACE
T.O.C.
B.G.S.
feet
B.T.O.C.
feet
DEPTH B.G.S.
ELEV. M.S.L.
feet above M.S.L.
from
to
from
to
MW-1
2
803.89
806.42
32.16
34.69
24.69
34.96
779.2
768.9
SAPROLITE
MW-2
2
760.07
762.19
11.06
13.18
3.18
13.18
756.9
746.9
SAPROLITE
MW-3S
2
761.98
764.57
21.41
24.00
14
24
748.0
738.0
SAPROLITE
MW-3D
2
762.02
764.56
54.42
56.96
36.96
56.96
725.1
705.1
SAPROLITE
MW-4
2
757.00
760.26
11.14
14.40
4.4
14.4
752.6
742.6
SAPROLITE
MW-5
2
771.00
773.32
9.04
11.36
6.36
11.36
764.6
759.6
SAPROLITE
MW-6
2
801.77
L 804.87
17.36
20.46
10.46
20.46
791.3
781.3
SAPROLITE
NOTES:
B.G.S. Below Ground Surface
M.S.L. Mean Sea Level
B.T.O.C. Below Top of Casing
T.O.C. Top of Casing
* = Due to limited information this data is assumed based on field conditions
Town of Kernersville Landfill Page 1 of 1 Joyce Engineering

TABLE 2
SUMMARY OF ESTIMATED HYDRAULIC GRADIENT AND LINEAR VELOCITY
November 2014
GRADIENT
FLOW LINE
GROUND-
HORIZ.
HYDRAULIC
EFFECTIVE
LINEAR
FLOW
WATER
GRADIENT,
CONDUCTIVITY
POROSITY
VELOCITY,
CALCULATION
LENGTH
DIRECTION
ELEV.
i
K
n
V
SEGMENT
(feet)
feet
ft/ft
ft/da
ft/da
l i
851
SW
0.04
1.73
0.30
0.20
785
Notes:
1. Hydraulic conductivities ("K") was estimated from slug test completed by JOYCE in April 2013
2. Velocity = Ki/n; assume homogeneous isotropic porous aquifer.
Town of Kernersville Landfill
Permit No. 34-04 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks
Inorganic Compounds
Antimony
30-Dec-09
1.2
6.0
---
ND
5.4
B
ND
ND
4.5
B
---
1.4
J
GWPS = 1.4 µg/L (10/23/07)
O1-Jun-10
1.2
6.0
---
ND
ND
ND
ND
ND
---
3.9
J
GAPS = 1 µg/L (8/1/10)
29-Dec-10
2.6
6.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
5.0
6.0
---
ND
ND
ND
ND
ND
ND
ND
O1-Nov-11
5.0
6.0
---
ND
ND
ND
ND
ND
ND
ND
O1-May-12
5.0
6.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.48
6.0
---
---
ND
ND
ND
ND
---
ND
09-May-13
5.0
6.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
6.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
6.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
3.8
6.0
---
---
ND
ND
ND
ND
ND
ND
Arsenic
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
6.2 J
ND
NC 2L = 10 µg/L (1/11/10)
O1-Nov-11
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
O1-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.094
10.0
---
---
1.43
B
1.42
B
0.87
B
1.04
B
---
1.0
1
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
10.0
---
---
ND
2.5
J
ND
ND
2.7 J
ND
Barium
30-Dec-09
1.1
100
---
74.1
J
496
178
18.2
J
89.0
J
---
3.6
J
NC 2L = 700 µg/L (1/11/10)
01-Jun-10
1.1
100
---
58.1
J
326
187
22.2
J
94.9
J
---
2.0
J
29-Dec-10
0.20
100
---
46.3
B
430
112
38.0
B
92.1
J
72.6 J
11.3
J
29-Jun-11
5.0
100
---
77.7
1
370
128
41.2
J
98.4
J
113
ND
O1-Nov-11
5.0
100
---
125
413
132
41.7
J
111
72.1 J
ND
O1-May-12
5.0
100
---
78.8
J
323
121
40.0
J
99.7
J
66.1 J
ND
07-Nov-12
0.39
100
---
---
369
127
41.0
B
98.7
J
---
12.2
J
09-May-13
5.0
100
---
78.6
J
307
112
40.0
J
85.6
J
---
ND
07-Nov-13
5.0
100
---
---
302
113
38.0
J
89.6
J
---
ND
05-Jun-14
5.0
100
---
60.3
J
285
117
39.2
J
80.3
J
75.0 J
ND
20-Nov-14
2.5
100
---
---
301
113
39.5
J
83.3
J
108
ND
Beryllium
30-Dec-09
0.2
1.0
---
ND
0.5
J
ND
ND
ND
---
ND
GWPS = 4 µg/L (10/23/07)
OI-Jun-10
0.2
1.0
---
0.6
J
0.7
J
ND
ND
ND
---
ND
29-Dec-10
0.10
1.0
---
ND
ND
ND
ND
ND
0.48 J
ND
29-Jun-11
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
O1-Nov-11
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
O1-May-12
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.049
1.00
---
---
0.34
J
ND
ND
0.099
J
---
ND
09-May-13
1.0
1.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
1.0
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.5
1.0
---
---
ND
ND
ND
ND
ND
ND
Cadmium
30-Dec-09
0.2
1.0
---
ND
0.5
J
5.6
ND
ND
---
ND
NC 2L = 2 µg/L (1/11/10)
01-Jun-10
0.2
1.0
---
2.9
1.0
B
5.3
0.4
B
0.4
B
---
0.4
J
29-Dec-10
0.50
1.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
O1-Nov-11
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
O1-May-12
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.026
1.00
---
---
0.15
J
ND
ND
0.043
J
---
ND
09-May-13
1.0
1.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
1.0
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
1.0
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.5
1.0
---
---
ND
ND
ND
ND
ND
ND
Chromium
30-Dec-09
0.7
10.0
---
ND
2.7
J
9.7
J
ND
3.1
J
---
ND
NC 2L = 10 µg/L (1/11/10)
01-Jun-10
0.7
10.0
---
3.5
J
1.6
J
12.4
1.2
J
3.2
J
---
ND
29-Dec-10
0.40
10.0
---
0.48
J
1.3
J
0.57
J
ND
5.5
J
3.8 J
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
O1-Nov-11
5.0
10.0
---
ND
ND
ND
ND
10.3
ND
ND
O1-May-12
5.0
10.0
---
ND
ND
ND
ND
5.8
J
ND
ND
07-Nov-12
0.030
10.0
---
---
0.71
J
0.12
B
0.094
B
7.31
J
---
0.099
J
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
10.0
---
---
ND
ND
ND
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks
Cobalt
30-Dec-09
0.7
10.0
---
ND
6.4
J
11.2
ND
1.8
J
---
ND
GAPS =
70 µg/L (10/23/07)
01-Jun-10
0.7
10.0
---
1.8
J
2.5
J
8.5
J
ND
1.7
J
---
ND
GAPS =
1 µg/L (10/1/10)
29-Dec-10
0.60
10.0
---
ND
4.9
J
1.7
J
ND
1.6
J
10.2
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
9.9
J
ND
01-Nov-11
5.0
10.0
---
ND
ND
ND
ND
ND
5.2
J
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
13.9
ND
07-Nov-12
0.053
10.0
---
---
1.98
J
3.89
J
0.43
B
2.02
J
---
0.24 .I
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
12.0
ND
20-Nov-14
2.5
10.0
---
---
ND
2.5
J
ND
ND
10.2
ND
Copper
30-Dec-09
2.0
10.0
---
ND
ND
10.6
ND
1.5
J
---
ND
NC 2L =
1,000 µg/L (10/23/07)
01-Jun-10
2.0
10.0
---
12.2
B
3.3
B
33.2
3.9
B
6.8
B
---
4.8 .I
29-Dec-10
0.30
10.0
---
ND
ND
0.49
J
0.59
J
1.5
J
7.9
J
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
16.6
ND
01-Nov-11
5.0
10.0
---
ND
ND
ND
ND
5.4
J
ND
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.093
10.0
---
3.56
B
0.54
B
0.98
B
1.83
B
---
1.23 1
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
6.1
J
ND
20-Nov-14
2.5
10.0
---
---
ND
ND
ND
ND
5.3
J
ND
Lead
30-Dec-09
2.0
10.0
---
ND
ND
10.2
ND
ND
---
ND
NC 2L =
15 µg/L (10/23/07)
01-Jun-10
2.0
10.0
---
9.1
B
8.2
B
8.7
B
3.0
B
3.9
B
---
3.2 .I
29-Dec-10
4.0
10.0
---
ND
ND
ND
ND
ND
6.5
J
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
19.9
ND
01-Nov-11
5.0
10.0
---
5.5
J
ND
ND
ND
ND
ND
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.025
10.0
---
---
1.00
B
0.091
B
0.066
B
1.12
B
---
0.58 .I
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
10.0
---
---
ND
ND
ND
ND
4.2
J
ND
Nickel
30-Dec-09
0.6
50.0
---
ND
ND
8.1
1
1.8
J
1.6
J
---
ND
NC 2L =
100 µg/L (10/23/07)
01-Jun-10
0.6
50.0
---
ND
ND
6.0
1
ND
0.9
1
---
ND
29-Dec-10
1.7
50.0
---
ND
ND
ND
ND
ND
2.0
B
3.1 1
29-Jun-11
5.0
50.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
5.0
50.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
5.0
50.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.26
50.0
---
---
0.73
B
1.19
B
0.65
B
5.57
J
---
0.84 1
09-May-13
5.0
50.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
50.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
50.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
50.0
---
---
ND
ND
ND
ND
ND
ND
Selenium
30-Dec-09
6.3
10.0
---
ND
ND
8.4
J
ND
ND
---
ND
NC 2L =
20 µg/L (1/11/10)
01-Jun-10
6.3
10.0
---
ND
ND
6.3
J
ND
ND
---
ND
29-Dec-10
3.8
10.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
10.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
10.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
10.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.11
10.0
---
---
0.16
J
0.38
J
0.20
J
0.25
J
---
ND
09-May-13
10.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
10.0
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
10.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
5.0
10.0
---
---
ND
ND
ND
ND
ND
ND
Silver
30-Dec-09
1.1
10.0
---
ND
1.7
B
2.2
B
ND
ND
---
1.9 J
NC 2L =
20 µg/L (1/11/10)
01-Jun-10
1.1
10.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.10
10.0
---
ND
1.8
J
0.36
J
0.19
J
0.23
J
ND
ND
29-Jun-11
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.017
10.0
---
0.18
J
ND
ND
0.078
J
---
ND
09-May-13
5.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
10.0
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
2.5
10.0
---
---
ND
ND
ND
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks
Thallium
30-Dec-09
2.7
5.5
---
ND
ND
ND
ND
ND
---
3.7
J
GWPS = 0.28 µg/L (10/23/07)
01-Jun-10
2.7
5.5
---
ND
ND
ND
ND
ND
---
ND
GWPS = 0.2 µg/L (10/1/10)
29-Dec-10
3.0
5.5
---
ND
3.2
J
ND
ND
4.8
J
ND
ND
29-Jun-11
5.4
5.5
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
5.4
5.5
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
5.4
5.5
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.060
5.50
---
---
0.16
J
ND
ND
0.76
J
---
ND
09-May-13
5.4
5.5
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.4
5.5
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.4
5.5
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
5.0
5.5
---
---
ND
ND
ND
ND
ND
ND
Vanadium
30-Dec-09
0.4
25.0
---
ND
1.4
J
37.4
1.5
J
4.3
J
---
ND
GWPS = 3.5 µg/L (10/23/07)
01-Jun-10
0.4
25.0
---
1.2
J
3.4
J
84.2
1.4
J
4.8
J
---
ND
GWPS = 0.3 µg/L (10/1/10)
29-Dec-10
0.20
25.0
---
1.2
B
2.8
J
2.3
J
1.6
J
5.5
J
14.5
J
0.26
J
29-Jun-11
5.0
25.0
---
ND
ND
ND
ND
ND
22.0
J
ND
01-Nov-11
5.0
25.0
---
7.2
J
ND
ND
ND
12.0
J
7.2
J
ND
01-May-12
5.0
25.0
---
ND
ND
ND
ND
7.2
J
7.6
J
ND
07-Nov-12
0.085
25.0
---
---
2.48
J
2.02
J
2.35
J
4.55
J
---
ND
09-May-13
5.0
25.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
5.0
25.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
5.0
25.0
---
ND
ND
11.4
J
ND
ND
ND
ND
20-Nov-14
2.5
25.0
---
---
ND
3.2
J
ND
ND
9.4
J
ND
Zinc
30-Dec-09
2.7
10.0
---
ND
10.1
B
204
15.9
B
24.8
B
---
5.8
.I
NC 2L = 1,000 µg/L (1/11/10)
01-Jun-10
2.7
10.0
---
16.2
13.5
415
8.5
J
22.2
---
ND
29-Dec-10
0.40
10.0
---
12.2
B
15.8
B
8.9
B
ND
4.6
B
38.1
B
12.5
29-Jun-11
10.0
10.0
---
ND
23.6
B
22.3
B
ND
15.5
B
91.2
10.5
01-Nov-11
10.0
10.0
---
16.6
ND
40.0
ND
16.2
31.4
ND
01-May-12
10.0
10.0
---
ND
ND
13.5
ND
10.2
12.0
ND
07-Nov-12
1.31
10.0
---
---
8.61
J
5.20
J
3.98
J
4.65
J
---
ND
09-May-13
10.0
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
10.0
10.0
---
---
13.8
10.4
ND
ND
---
ND
05-Jun-14
10.0
10.0
---
ND
ND
89.0
ND
ND
19.4
ND
20-Nov-14
5.0
10.0
---
---
ND
20.9
ND
ND
55.0
ND
Organic Compounds
Acetone
29-Jun-11
2.2
100
---
ND
2.3
B
2.4
B
3.9
B
ND
3.8
B
5.3
J
NC 2L = 6,000 µg/L (1/11/10)
01-Nov-11
2.2
100
---
ND
ND
ND
ND
ND
ND
14.6
J
01-May-12
2.2
100
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.193
100
---
---
ND
ND
ND
ND
---
ND
09-May-13
10.0
100
---
ND
ND
ND
ND
ND
---
12.0
J
07-Nov-13
10.0
100
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
10.0
100
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
10.0
100
---
---
ND
ND
ND
ND
ND
ND
Benzene
30-Dec-09
0.1
1.0
---
ND
8.4
0.3
J
0.4
J
0.3
J
---
ND
NC 2L = 1 µg/L (10/23/07)
01-Jun-10
0.1
1.0
--
ND
2.9
ND
ND
ND
---
ND
29-Dec-10
0.25
1.0
---
ND
8.1
ND
ND
ND
ND
ND
29-Jun-11
0.25
1.0
---
ND
7.2
0.38
J
0.45
J
0.42
J
ND
ND
01-Nov-11
0.25
1.0
---
ND
8.6
ND
ND
ND
ND
ND
01-May-12
0.25
1.0
---
ND
6.7
0.36
J
0.45
J
0.42
J
ND
ND
07-Nov-12
0.111
1.0
---
---
8.63
0.430
J
0.504
J
0.478
J
---
ND
09-May-13
0.25
1.0
---
ND
5.2
0.27
J
0.32
J
0.30
J
---
ND
07-Nov-13
0.25
1.0
---
---
6.9
0.33
J
0.38
J
0.39
J
---
ND
05-Jun-14
0.25
1.0
---
ND
6.0
ND
0.42
J
0.40
J
ND
ND
20-Nov-14
0.25
1.0
---
---
6.2
0.30
J
ND
0.32
J
ND
ND
Bromoform
09-May-13
0.26
3.0
---
ND
ND
0.37
B
ND
ND
---
0.37
J
NC 2L = µg/L 4 (10/23/07)
07-Nov-13
0.26
3.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.26
3.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.26
3.0
---
---
ND
ND
ND
ND
ND
ND
Chlorobenzene
30-Dec-09
0.1
3.0
---
ND
0.5
J
0.6
J
ND
ND
---
ND
NC 2L = 50 µg/L (10/23/07)
01-Jun-10
0.1
3.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.23
3.0
---
ND
0.61
J
ND
ND
ND
ND
ND
29-Jun-11
0.23
3.0
---
ND
0.46
J
1.0
J
0.37
J
ND
ND
ND
01-Nov-11
0.23
3.0
---
ND
0.59
J
1.1
J
0.37
J
ND
ND
ND
01-May-12
0.23
3.0
---
ND
10.42)
J
0.94
B
0.38
B
ND
ND
0.30 {ND}
J
07-Nov-12
0.083
3.00
---
---
0.468
J
1.30
J
0.476
J
ND
---
ND
09-May-13
0.23
3.0
---
ND
0.27
J
0.72
J
0.27
J
ND
---
ND
07-Nov-13
0.23
3.0
---
---
0.42
J
0.97
J
0.38
J
ND
---
ND
05-Jun-14
0.23
3.0
---
ND
0.30
J
0.78
J
0.33
J
ND
ND
ND
20-Nov-14
0.23
3.0
0.37
J
0.95
J
0.36
J
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 3 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks
Chloroethane
30-Dec-09
0.1
10.0
---
ND
ND
0.5
J
0.5
J ND
---
0.1 J
NC 2L = 3,000 µg/L (1/11/10)
01-Jun-10
0.1
10.0
---
ND
ND
0.4
J
ND
ND
---
ND
29-Dec-10
0.54
10.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
0.54
10.0
---
ND
ND
0.77
J
ND
0.57
J
ND
ND
01-Nov-11
0.54
10.0
---
ND
ND
0.79
J
ND
ND
ND
ND
01-May-12
0.54
10.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.235
10.0
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.54
10.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.54
10.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.54
10.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.54
10.0
---
---
ND
ND
ND
ND
ND
ND
1,4-Dichlorobenzene
30-Dec-09
0.1
1.0
---
ND
3.8
2.2
2.3
3.1
---
ND
NC 2L = 6 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
1.2
0.9
J
ND
1.2
---
ND
29-Dec-10
0.33
1.0
---
ND
3.9
1.1
2.3
1.9
ND
ND
29-Jun-11
0.33
1.0
---
ND
3.8
2.8
3.6
3.2
ND
ND
01-Nov-11
0.33
1.0
---
ND
4.7
4.1
4.1
3.5
ND
ND
01-May-12
0.33
1.0
---
ND
4.0
2.7
4.1
3.2
ND
ND
07-Nov-12
0.083
1.00
---
5.12
2.93
4.08
3.64
---
ND
09-May-13
0.33
1.0
---
ND
3.6
2.0
3.1
2.3
---
ND
07-Nov-13
0.33
1.0
---
---
5.4
2.5
4.2
3.2
---
ND
05-Jun-14
0.33
1.0
---
ND
5.0
1.9
4.0
2.7
ND
ND
20-Nov-14
0.33
1.0
---
---
4.7
1.9
3.8
2.6
ND
ND
1,1-Dichloroethane
30-Dec-09
0.2
5.0
---
ND
22.8
1.9
J
4.0
J 2.4
J
---
ND
NC 2L = 6 µg/L (1/11/10)
01-Jun-10
0.2
5.0
---
ND
11.0
1.1
J
ND
1.2
J
---
ND
29-Dec-10
0.32
5.0
---
ND
28.2
2.4
J
4.1
J 2.6
J
ND
ND
29-Jun-11
0.32
5.0
---
ND
25.0
2.5
J
3.9
J 2.6
J
ND
ND
01-Nov-11
0.32
5.0
---
ND
27.2
2.3
J
4.0
J 2.3
J
ND
ND
01-May-12
0.32
5.0
---
ND
22.6
2.0
J
3.8
J 2.0
J
ND
ND
07-Nov-12
0.208
5.0
---
---
28.1
2.06
J
4.08
J ND
---
ND
09-May-13
0.32
5.0
---
ND
18.7
1.4
J
3.0
J 1.6
J
---
ND
07-Nov-13
0.32
5.0
---
---
26.6
1.7
J
4.2
J 2.2
J
---
ND
05-Jun-14
0.32
5.0
---
ND
21.9
1.4
J
3.9
J 1.9
J
ND
ND
20-Nov-14
0.32
5.0
---
---
21.5
1.3
J
3.2
J 1.8
J
ND
ND
1,2-Dichloroethane
30-Dec-09
0.1
1.0
---
ND
1.2
0.7
J
1.2
ND
---
ND
NC 2L = 0.4 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.12
1.0
---
ND
ND
0.82
J
1.1
ND
ND
ND
29-Jun-11
0.12
1.0
---
ND
0.76
J
0.86
J
1.3
ND
ND
ND
01-Nov-11
0.12
1.0
---
ND
0.95
J
ND
1.3
ND
ND
ND
01-May-12
0.12
1.0
---
ND
0.71
J
0.70
J
1.1
ND
ND
ND
07-Nov-12
0.171
1.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.12
1.0
---
ND
0.50
J
0.49
J
0.81
J ND
---
ND
07-Nov-13
0.12
1.0
---
---
0.93
J
0.66
J
1.3
ND
---
ND
05-Jun-14
0.12
1.0
---
ND
0.76
J
0.52
J
0.99
J ND
ND
ND
20-Nov-14
0.12
1.0
---
---
0.68
J
0.47
J
0.81
J ND
ND
ND
1,1-Dichloroethylene
30-Dec-09
0.1
5.0
---
ND
0.4
J
ND
ND
ND
---
ND
NC 2L = 7 µg/L (10/23/07)
01-Jun-10
0.1
5.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.208
5.00
---
---
ND
ND
ND
ND
---
ND
NC 2L = 350 µg/L (04/01/2013)
09-May-13
0.56
5.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.56
5.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.56
5.0
---
ND
4.7
J
ND
ND
ND
ND
ND
20-Nov-14
0.56
5.0
---
ND
ND
ND
ND
ND
ND
ND
cis-1,2-Dichloroethene
30-Dec-09
0.1
5.0
---
ND
68.2
11.0
51.0
21.8
---
ND
NC 2L = 70 µg/L (10/23/07)
01-Jun-10
0.1
5.0
---
ND
23.0
7.6
ND
10.2
---
ND
29-Dec-10
0.19
5.0
---
ND
66.7
16.8
56.7
24.1
ND
ND
29-Jun-11
0.19
5.0
---
ND
55.1
16.5
62.7
25.1
ND
ND
01-Nov-11
0.19
5.0
---
ND
59.4
15.2
59.3
23.2
ND
ND
01-May-12
0.19
5.0
---
ND
{48.7}
14.2
59.5
22.1
ND
0.21 {ND} J
07-Nov-12
0.103
5.00
---
59.7
13.6
71.3
26.4
---
ND
09-May-13
0.19
5.0
---
ND
39.9
10.9
49.7
17.4
---
ND
07-Nov-13
0.19
5.0
---
53.9
10.7
67.1
21.8
---
ND
05-Jun-14
0.19
5.0
---
ND
47.0
11.2
58.1
20.0
ND
ND
20-Nov-14
0.19
5.0
---
44.9
9.6
55.4
19.3
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 4 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks
trans-1,2-Dichloroethene
30-Dec-09
0.1
5.0
---
ND
1.4
J
ND
0.2 J
0.2
J
---
ND
NC 2L = 100 µg/L (10/23/07)
01-Jun-10
0.1
5.0
---
ND
0.6
J
ND
ND
ND
---
ND
29-Dec-10
0.49
5.0
---
ND
1.7
J
ND
ND
ND
ND
ND
29-Jun-11
0.49
5.0
---
ND
1.5
J
ND
ND
ND
ND
ND
01-Nov-11
0.49
5.0
---
ND
1.6
J
ND
ND
ND
ND
ND
01-May-12
0.49
5.0
---
ND
1.4
J
ND
ND
ND
ND
ND
07-Nov-12
0.077
5.00
---
---
1.59
J
ND
ND
ND
---
ND
09-May-13
0.49
5.0
---
ND
1.1
J
ND
ND
ND
---
ND
07-Nov-13
0.49
5.0
---
---
1.6
J
ND
ND
ND
---
ND
05-Jun-14
0.49
5.0
---
ND
1.4
J
ND
ND
ND
ND
ND
20-Nov-14
0.49
5.0
---
---
1.4
J
ND
ND
ND
ND
ND
1,2-Dichloropropane
30-Dec-09
0.1
1.0
---
ND
5.7
0.6
J
1.1
0.7
J
---
ND
NC 2L = 0.6 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
1.9
ND
ND
ND
---
ND
29-Dec-10
0.27
1.0
---
ND
5.3
ND
ND
ND
ND
ND
29-Jun-11
0.27
1.0
---
ND
4.8
0.90
J
1.3
0.73
J
ND
ND
01-Nov-11
0.27
1.0
---
ND
4.9
0.76
J
1.3
ND
ND
ND
01-May-12
0.27
1.0
---
ND
4.4
0.76
J
1.4
0.62
J
ND
ND
07-Nov-12
0.150
1.0
---
4.93
ND
1.66
ND
---
ND
09-May-13
0.27
1.0
---
ND
3.3
0.51
J
0.96 J
0.45
J
---
ND
07-Nov-13
0.27
1.0
---
---
4.4
0.63
J
1.3
0.57
J
---
ND
05-Jun-14
0.27
1.0
---
ND
4.0
0.51
J
ND
0.41
J
ND
ND
20-Nov-14
0.27
1.0
---
---
4.1
0.56
J
1.2
0.36
J
ND
ND
Ethylbenzene
30-Dec-09
0.1
1.0
---
ND
ND
ND
0.4 J
ND
---
ND
NC 2L = 600 µg/L (10/23/07)
01-Jun-10
0.1
1.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.109
1.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.30
1.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.30
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.30
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.30
1.0
---
---
ND
ND
ND
ND
ND
ND
Tetrachloroethene
30-Dec-09
0.2
1.0
---
ND
1.2
ND
ND
ND
---
ND
NC 2L = 0.7 µg/L (10/23/07)
01-Jun-10
0.2
1.0
---
ND
1.4
ND
ND
ND
---
ND
29-Dec-10
0.46
1.0
---
ND
2.8
ND
ND
ND
ND
ND
29-Jun-11
0.46
1.0
---
ND
3.6
ND
ND
ND
ND
ND
01-Nov-11
0.46
1.0
---
ND
2.9
ND
ND
ND
ND
ND
01-May-12
0.46
1.0
---
ND
3.0
ND
ND
ND
ND
ND
07-Nov-12
0.193
1.00
---
---
2.52
ND
ND
ND
---
ND
09-May-13
0.46
1.0
---
ND
1.9
ND
ND
ND
---
ND
07-Nov-13
0.46
1.0
---
---
1.8
ND
ND
ND
---
ND
05-Jun-14
0.46
1.0
---
ND
2.3
ND
ND
ND
ND
ND
20-Nov-14
0.46
1.0
---
---
1.1
ND
ND
ND
ND
ND
Toluene
29-Jun-11
0.26
1.0
---
ND
ND
ND
ND
ND
0.76 J
ND
NC 2L= 600 µg/L (1/11/10)
01-Nov-11
0.26
1.0
--
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.26
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.122
1.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.26
1.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.26
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.26
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.26
1.0
---
---
ND
ND
ND
ND
ND
ND
Trichloroethene
30-Dec-09
0.1
1.0
---
ND
8.0
ND
ND
0.2
J
---
ND
NC 2L = 3 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
6.4
ND
ND
ND
---
ND
29-Dec-10
0.47
1.0
---
ND
10.1
ND
ND
ND
ND
ND
29-Jun-11
0.47
1.0
---
ND
14.6
ND
ND
ND
ND
ND
01-Nov-11
0.47
1.0
---
ND
10.2
ND
ND
ND
ND
ND
01-May-12
0.47
1.0
---
ND
11.6
ND
ND
ND
ND
ND
07-Nov-12
0.161
1.00
---
9.97
ND
ND
ND
---
ND
09-May-13
0.47
1.0
---
ND
8.4
ND
ND
ND
---
ND
07-Nov-13
0.47
1.0
---
8.0
ND
ND
ND
---
ND
05-Jun-14
0.47
1.0
---
ND
8.9
ND
ND
ND
ND
ND
20-Nov-14
0.47
1.0
---
5.1
ND
ND
ND
ND
ND
Trichlorofluoromethane
29-Jun-11
0.20
1.0
---
ND
0.95
J
ND
ND
ND
ND
ND
NC 2L = 2000 µg/L (1/11/10)
01-Nov-11
0.20
1.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.20
1.0
---
ND
ND
ND
ND
ND
ND
ND
07-Nov-12
0.157
1.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.20
1.0
---
ND
0.66
J
ND
ND
ND
---
ND
07-Nov-13
0.20
1.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.20
1.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.20
1.0
---
ND
ND
ND
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 5 of 6 Joyce Engineering

TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Analyte
Sample
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
MW-5
Blanks
Vinyl chloride
30-Dec-09
0.1
1.0
---
ND
4.0
2.8
4.1
26.2
---
ND
NC 2L = 0.03 µg/L (1/11/10)
01-Jun-10
0.1
1.0
---
ND
2.2
3.0
ND
26.7
---
ND
29-Dec-10
0.62
1.0
---
ND
3.5
2.4
4.7
25.6
ND
ND
29-Jun-11
0.62
1.0
---
ND
2.8
2.8
4.6
28.7
ND
ND
01-Nov-11
0.62
1.0
---
ND
5.1
2.6
6.9
24.0
ND
ND
01-May-12
0.62
1.0
---
ND
3.5
2.0
4.8
21.8
ND
ND
07-Nov-12
0.127
1.00
---
---
7.94
2.73
6.99
29.9
---
ND
09-May-13
0.62
1.0
---
ND
2.8
1.9
4.2
18.6
---
ND
07-Nov-13
0.62
1.0
---
---
6.3
2.1
6.0
21.9
---
ND
05-Jun-14
0.62
1.0
---
ND
7.1
5.6
8.9
21.9
ND
ND
20-Nov-14
0.62
1.0
---
---
5.2
2.1
5.3
16.2
ND
ND
Xylene (Total)
30-Dec-09
0.3
4.0
---
ND
ND
ND
3.5 J
ND
---
ND
NC 2L = 500 µg/L (1/11/10)
01-Jun-10
0.3
4.0
---
ND
ND
ND
ND
ND
---
ND
29-Dec-10
0.66
2.0
---
ND
ND
ND
ND
ND
ND
ND
29-Jun-11
0.66
2.0
---
ND
ND
ND
ND
ND
ND
ND
01-Nov-11
0.66
2.0
---
ND
ND
ND
ND
ND
ND
ND
01-May-12
0.66
2.0
---
ND
0.89
J ND
ND
ND
ND
ND
07-Nov-12
0.179
5.00
---
---
ND
ND
ND
ND
---
ND
09-May-13
0.66
5.0
---
ND
ND
ND
ND
ND
---
ND
07-Nov-13
0.66
5.0
---
---
ND
ND
ND
ND
---
ND
05-Jun-14
0.66
5.0
---
ND
ND
ND
ND
ND
ND
ND
20-Nov-14
0.66
5.0
ND
ND
ND
ND
ND
ND
Notes:
1. RL = Reporting limit (NC SWSL).
2. All concentrations are in micrograms per liter (ug/L).
3. NC 2L Standard is the groundwater quality standard established under 15A NCAC 2L.
4. MW = Monitoring well.
5. Blanks = Quality control blanks, including trip, field, and laboratory blanks. The listed concentration is the highest value reported in all blanks associated with the samples.
6. ND = Not detected at the laboratory's detection limit.
7. J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit.
8. B = Probable field and/or laboratory contamination since the concentration is within five times the concentration reported in the associated quality control blanks.
9. Bold values are greater than the NC 2L Standard or GWPS.
10. DL = Detection limit.
11. GWPS = Groundwater Protection Standard (GWPS is used when the NC 2L Standard has not been established.)
12. --- = Monitoring well was no sampled.
Town of Kernersville Landfill
Permit No. 34-04 Page 6 of 6 Joyce Engineering

TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
SW-1
SW-2
SW-3
Blanks
Inorganic Compounds
Antimony
30-Dec-09
1.2
6.0
1.5
B
6.4
B
NS
1.4
J
NC 2B = NE µg/L (05/01/07)
01-Jun-10
1.2
6.0
6.7
B
2.5
B
NS
3.9
J
29-Dec-10
2.6
6.0
ND
ND
ND
ND
29-Jun-11
5.0
6.0
ND
ND
ND
ND
01-Nov-11
5.0
6.0
ND
ND
ND
ND
01-May-12
5.0
6.0
ND
ND
ND
ND
07-Nov-12
0.48
6.0
ND
ND
ND
ND
09-May-13
5.0
6.0
ND
ND
ND
ND
07-Nov-13
5.0
6.0
ND
ND
ND
ND
05-Jun-14
5.0
6.0
ND
ND
ND
ND
20-Nov-14
3.8
6.0
ND
ND
ND
ND
Arsenic
07-Nov-12
0.094
10.0
0.17
B
0.26
B
0.24
B
1.0
J
NC 2B = 50 µg/L (05/01/07)
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
ND
ND
Barium
30-Dec-09
1.1
100
25.1
J
34
J
NS
3.4
J
NC 2B = NE µg/L (05/01/07)
01-Jun-10
1.1
100
28.8
J
31.5
J
NS
2.0
J
29-Dec-10
0.20
100
22.3
B
27.8
B
27.9
B
11.3
J
29-Jun-11
5.0
100
40.0
J
39.4
J
39.3
J
ND
01-Nov-11
5.0
100
30.1
J
35.2
J
34.3
J
ND
01-May-12
5.0
100
66.1
J
35.4
J
33.3
J
ND
07-Nov-12
0.39
100
27.6
B
31.5
B
29.9
B
12.2
J
09-May-13
5.0
100
33.6
J
33.8
J
32.6
J
ND
07-Nov-13
5.0
100
36.6
J
32.0
J
29.8
J
ND
05-Jun-14
5.0
100
31.2
J
35.8
J
33.6
J
ND
20-Nov-14
2.5
100
26.6
J
31.2
J
29.4
J
ND
Cadmium
30-Dec-09
0.2
1.0
ND
ND
NS
ND
NC 2B = 2 µg/L (05/01/07)
01-Jun-10
0.2
1.0
0.9
B
0.4
B
NS
0.4
J
29-Dec-10
0.50
1.0
ND
ND
ND
ND
29-Jun-11
1.0
1.0
ND
ND
ND
ND
01-Nov-11
1.0
1.0
ND
ND
ND
ND
01-May-12
1.0
1.0
ND
ND
ND
ND
07-Nov-12
0.026
1.000
ND
ND
ND
ND
09-May-13
1.0
1.0
ND
ND
ND
ND
07-Nov-13
1.0
1.0
ND
ND
ND
ND
05-Jun-14
1.0
1.0
ND
ND
ND
ND
20-Nov-14
0.5
1.0
ND
ND
ND
ND
Chromium
30-Dec-09
0.7
10.0
ND
ND
NS
ND
NC 2B = 50 µg/L (05/01/07)
01-Jun-10
0.7
10.0
1.7
J
1.2
J
NS
ND
29-Dec-10
0.40
10.0
0.69
J
0.53
J
0.41
.1
ND
29-Jun-11
5.0
10.0
ND
ND
ND
ND
01-Nov-11
5.0
10.0
ND
ND
ND
ND
01-May-12
5.0
10.0
ND
ND
ND
ND
07-Nov-12
0.030
10.0
0.29
B
0.13
B
0.11
B
0.099
J
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
2.7
J
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 3 Joyce Engineering

TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
SW-1
SW-2
SW-3
Blanks
Cobalt
30-Dec-09
0.7
10.0
ND
ND
NS
ND
NC 2B =
NE µg/L (05/01/07)
01-Jun-10
0.7
10.0
ND
ND
NS
ND
29-Dec-10
0.60
10.0
ND
1.8
J
1.9
J
ND
29-Jun-11
5.0
10.0
ND
ND
ND
ND
01-Nov-11
5.0
10.0
ND
ND
ND
ND
01-May-12
5.0
10.0
ND
ND
ND
ND
07-Nov-12
0.053
10.0
0.34
B
0.76
B
0.76
B
0.24
J
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
ND
ND
Copper
30-Dec-09
2.0
10.0
ND
ND
NS
ND
NC 2B =
7 µg/L (05/01/07)
01-Jun-10
2.0
10.0
6.9
B
5.8
B
NS
4.8
J
29-Dec-10
0.30
10.0
0.38
J
ND
ND
ND
29-Jun-11
5.0
10.0
ND
ND
ND
ND
01-Nov-11
5.0
10.0
ND
ND
ND
ND
01-May-12
5.0
10.0
ND
ND
ND
ND
07-Nov-12
0.093
10.0
0.27
B
0.38
B
0.38
B
1.23
1
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
ND
ND
Lead
30-Dec-09
2.0
10.0
ND
ND
NS
ND
NC 2B =
25 µg/L (05/01/07)
01-Jun-10
2.0
10.0
2.7
B
2.8
B
NS
3.2
J
29-Dec-10
4.0
10.0
ND
ND
ND
ND
29-Jun-11
5.0
10.0
ND
ND
ND
ND
01-Nov-11
5.0
10.0
ND
ND
ND
ND
01-May-12
5.0
10.0
ND
ND
ND
ND
07-Nov-12
0.025
10.0
0.071
B
0.049
B
0.060
B
0.58
1
09-May-13
5.0
10.0
ND
ND
ND
ND
07-Nov-13
5.0
10.0
ND
ND
ND
ND
05-Jun-14
5.0
10.0
ND
ND
ND
ND
20-Nov-14
2.5
10.0
ND
ND
ND
ND
Nickel
07-Nov-12
0.26
50.0
0.46
B
0.39
B
0.35
B
0.84
J
NC 2B =
88 µg/L (05/01/07)
09-May-13
5.0
50.0
ND
ND
ND
ND
07-Nov-13
5.0
50.0
ND
ND
ND
ND
05-Jun-14
5.0
50.0
ND
ND
ND
ND
20-Nov-14
2.5
50.0
ND
ND
ND
ND
Vanadium
30-Dec-09
0.4
25.0
2.0
J
0.8
J
NS
ND
NC 2B =
NE µg/L (05/01/07)
01-Jun-10
0.4
25.0
2.2
J
2.4
J
NS
ND
29-Dec-10
020
25.0
0.67
B
0.37
B
0.62
B
0.26
1
29-Jun-11
5.0
25.0
ND
ND
ND
ND
01-Nov-11
5.0
25.0
ND
ND
ND
ND
01-May-12
5.0
25.0
ND
ND
ND
ND
07-Nov-12
0.085
25.0
0.63
J
0.44
J
0.52
J
ND
09-May-13
5.0
25.0
7.8
J
9.1
J
9.4
J
ND
07-Nov-13
5.0
25.0
ND
ND
ND
ND
05-Jun-14
5.0
25.0
ND
ND
ND
ND
20-Nov-14
2.5
25.0
ND
ND
ND
ND
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 3 Joyce Engineering

TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
SW-1
SW-2
SW-3
Blanks
Zinc
30-Dec-09
2.7
10.0
6.7
B
ND
NS
4.7
J
NC 2B = 50 µg/L (05/01/07)
01-Jun-10
2.7
10.0
6.7
J
8.7
J
NS
ND
29-Dec-10
0.40
10.0
ND
1.2
B
1.2
B
12.5
29-Jun-11
10.0
10.0
ND
ND
ND
10.5
01-Nov-11
10.0
10.0
ND
ND
ND
ND
01-May-12
10.0
10.0
ND
ND
ND
ND
07-Nov-12
1.31
10.0
ND
ND
1.56
J
ND
09-May-13
10.0
10.0
ND
ND
ND
ND
07-Nov-13
10.0
10.0
ND
ND
ND
ND
05-Jun-14
10.0
10.0
ND
ND
ND
ND
20-Nov-14
5.0
10.0
ND
ND
ND
ND
Organic Compounds
Acetone
29-Jun-11
2.2
100
2.8
B
3.3
B
4.4
B
5.3
J
NC 2B = NE µg/L (05/01/07)
01-Nov-11
2.2
100
ND
ND
ND
14.6
J
01-May-12
2.2
100
ND
ND
ND
ND
07-Nov-12
0.193
100
ND
ND
ND
ND
09-May-13
10.0
100
ND
ND
ND
12.0
1
07-Nov-13
10.0
100
ND
ND
ND
ND
05-Jun-14
10.0
100
ND
ND
ND
ND
20-Nov-14
10.0
100
ND
ND
ND
ND
cis-1,2-Dichloroethene
30-Dec-09
0.1
5.0
ND
ND
NS
ND
NC 2B = NE µg/L (05/01/07)
01-Jun-10
0.1
5.0
ND
ND
NS
ND
29-Dec-10
0.19
5.0
ND
0.39
J
ND
ND
29-Jun-11
0.19
5.0
0.26
J
0.30
J
0.33
J
ND
01-Nov-11
0.19
5.0
ND
ND
ND
ND
01-May-12
0.19
5.0
0.31
B
ND
ND
0.21 (ND)
J
07-Nov-12
0.103
5.00
ND
ND
ND
ND
09-May-13
0.19
5.0
ND
ND
ND
ND
07-Nov-13
0.19
5.0
ND
0.38
J
ND
ND
05-Jun-14
0.19
5.0
ND
0.33
J
ND
ND
20-Nov-14
0.19
5.0
ND
0.49
J
ND
ND
Notes:
1. RL = Reporting limit (NC SWSL).
2. All concentrations are in micrograms per liter (ug/L).
3. NC 2B Standard is the surface water quality standard. Classification is currently Freshwater Aquatic Life.
4. NS = Not sampled.
5. SMP = Surface water monitoring point.
6. Blanks = Quality control blanks, including trip, field, and laboratory blanks.
The listed concentration is the highest value reported in all blanks associated with the samples.
7. ND = Not detected at the laboratory's detection limit.
8. J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit.
9. B = Blank Qualifed
10. Shaded values are greater than the established NC 2B Surface Water Quality Standards.
11. DL = Detection limit.
12. NE = Not established.
Town of Kernersville Landfill
Permit No. 34-04 Page 3 of 3 Joyce Engineering

TABLE 5
SUMMARY OF MNA CONSTITUENTS
Sample
Analyte
Collection Date
DL
QL
MW-1
MW-6
MW-2
MW-3S
MW-3D
MW-4
Alkalinity, Total as CaCO3
Jun-14
1000.0
5000
---
4600 J
148000
147000
160000
186000
(ug/L)
Nov-14
1000.0
5000
---
---
159000
151000
159000
181000
Sulfate
Jun-14
2000
250000
---
6500 J
ND
ND
ND
ND
(ug/L)
Nov-14
1000
250000
---
---
1760
J 1730
J 1870 J
1560 1
Nitrogen, Nitrate
Jun-14
20.0
1000
---
72 1
56
J ND
ND
ND
(ug/L)
Nov-14
10.0
1000
---
---
45
J ND
ND
ND
Methane
Jun-14
3.3
6.6
---
---
5530
254
242
515
(ug/L)
Nov-14
3.3
6.6
---
---
4980
159
182
186
Chloride
Jun-14
1000
1000
---
2220
11200
25900
16800
15600
(ug/L)
Nov-14
500
1000
---
---
17100
27900
17300
17100
Total Organic Carbon
Jun-14
1000
1000
---
3100
10600
8300
1500
8200
(ug/L)
Nov-14
500
1000
---
---
2150
1750
1370
1100
Hydrogen
Jun-14
0.13
0.6
---
---
1.5
1.2
120
3.5
(nM)
Nov-14
0.13
0.6
---
---
2.0
1.1
4.4
1.4
BOD, 5 day
Jun-14
2000
2000
---
ND
ND
ND
ND
ND
(ug/L)
Nov-14
2000
2000
---
---
4900
ND
ND
ND
Chemical Oxygen Demand
Jun-14
12500
25000
---
N D
ND
ND
ND
ND
(ug/L)
Nov-14
12500
25000
---
---
ND
ND
431000
ND
Notes:
MW = Monitoring well.
Blanks = Quality control blanks, including trip, field, and laboratory blanks. The listed concentration is the highest value reported in all blanks associated with the samples.
ND = Not detected at the laboratory's detection limit.
J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit.
B = Probable field and/or laboratory contamination since the concentration is within five times the concentration reported in the associated quality control blanks.
DL = Detection limit.
QL = Quantitation limit (NC SWSL).
--- = Monitoring well was not sampled.
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 1 Joyce Engineering

TABLE 6: BIODEGRADATION SCREENING MATRIX
Parameter
Concentration
in Plume
Interpretation
Possible
Points
Points Awarded
with DP points
Points Awarded
without DP points
Oxygen
< 0.5 mg/L
Tolerated, suppresses the reductive pathway at higher
3
0
0
concentrations
> 5 mg/L
Not tolerated; however, vinyl chloride may be oxidized
-3
0
0
aerobically
Nitrate
< 1 mg/L
At higher concentrations may compete with reductive
2
2
2
pathway
Iron II (Ferrous Iron)
> 1 mg/L
Reductive pathway possible; vinyl chloride may be
3
0
0
oxidized under Fe (III) - reducing conditions
Sulfate
< 20 mg/L
At higher concentrations may compete with reductive
2
2
2
pathway
Sulfide
> 1 mg/L
Reductive pathway possible
3
0
0
Methane
< 0.5 mg/L
Vinyl chloride oxidizes
0
> 0.5 mg/L
Ultimate reductive daughter product, vinyl chloride
3
0
0
accumulates
Oxidation Reduction
< 50 mV
Reductive pathway possible
1
1
1
Potential
< -100 mV
Reductive pathway likely
2
pH
5 < pH < 9
Optimal range for reductive pathway
0
0
0
5 > pH > 9
Outside optimal range for reductive pathway
-2
0
0
TOC
> 20 mg/L
Carbon and energy source; drives dechlorination; can
2
0
0
be natural or anthropogenic
Temperature
>200 C
At T > 200C biochemical process is accelerated
1
0
0
Carbon Dioxide
> 2x background
Ultimate oxidative daughter product
I 1
I 0
0
Alkalinity
> 2x background
Results from interaction between CO2 and
1
1
1
aquifer minerals
Chloride
> 2x background
Daughter product of organic chlorine
I 2
I 2
I 2
Hydrogen
> 1 nM
Reductive pathway possible
3
3
3
< 1 nM
Vinyl chloride oxidizes
0
Volatile Fatty Acids
> 0.1 mg/L
Intermediates resulting from biodegradation of more
2
0
0
complex compounds; carbon and energy source
BTEX
> 0.1 mg/L
Carbon and energy source; drives dechlorination
I 2
0
I 0
Tetrachloroethene (PCE)
---
Material released
0
0
0
Trichloroethene (TCE)
---
Material released
0
0
0
---
Daughter product of PCE
2
2
0
Dichloroethenes (DCE)
---
Material released
0
0
0
Daughter product of TCE
2
2
0
Dichloroethene, cis-1,2,
---
Material released
0
0
0
---
Daughter product of trichlorethene
2
2
0
Vinyl Chloride (VC)
---
Material released
0
0
0
---
Daughter product of DCE
1 2
2
0
1, 1, 1 -Trichloroethane (TCA)
---
Material released
1 0
0
0
1, 1 -Dichloroethane (DCA)
---
Material released
0
0
0
Daughter product of TCA
2
2
0
Chloroethane
---
Daughter product of dichloroethane or vinyl chloride
0
0
0
under reducing conditions
2
2
0
Ethene/Ethane
> 0.01 mg/L
Daughter products of vinyl chloride/ethene
2
0
0
> 0.1 mg/L
3
0
0
Chloroform
---
Material released
0
0
0
---
Daughter product of carbon tetrachloride
2
0
0
Dichloromethane (MC)
---
Material released
0
0
0
(Methylene Chloride)
1 Daughter product of chloroform
2
0
0
Based on data collected in November 2014. Total Points Awarded :
23
11
mg/L = miligrams per liter
mV = millivolts
NOTE: Chloroethane, Methane, TCE, DCE, cis-1,2-DCE, MC, VC, DCA, and CO2 are all present in the plume; however,
nM = Nanometer it is uncertain whether these are primary leachate constituents or daughter products (DPs); therefore, we
C = Celcius have two calculation columns. The first column assumes all of these are daughter products, and the
NA = Not Analyzed second column assumes none of them are. The true score is probably between the two.
BTEX = Sum of Benzene, Toluene, Ethylbenzene, and Total Xylenes
This screening matrix is prepared in general accordance with the United Stated Environmental Protection Agency's
(EPA's) Table 2.3 Analytical Parameters and Weighted for Preliminary Screening for Anaerobic Biodegradation
Process presented in the EPA's Technical Protocol for Evaluating Natural Attenuation of Chlorinated Solvents
in Groundwater, September 1988.
SCORE:
Evid. of Nat. Atten.
< 5
inadequate
6-14
limited
15-19
adequate
> 20
strong
Town of Kernersville Joyce Engineering