8602_Surry_MtAiry_MSWLF_CDLF_April23GW_FID1818660_20231003

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DENR USE ONLY ❑Paper Report [:]Electronic Data - Email CD (data loaded: Yes / No Doc/Event #:
NC DENR I IEnvironmental Monitoring
Division of Waste Management - Solid Waste Reporting Form
Notice: This form and any information attached to it are "Public Records" as defined in NC General Statute 132-1. As such, these documents are
available for inspection and examination by any person upon request (NC General Statute 132-6).
Instructions:
Prepare one form for each individually monitored unit.
Please type or print legibly.
Attach a notification table with values that attain or exceed NC 2L groundwater standards or NC 2B surface water standards. The notification
must include a preliminary analysis of the cause and significance of each value. (e.g. naturally occurring, off -site source, pre-existing
condition, etc.).
Attach a notification table of any groundwater or surface water values that equal or exceed the reporting limits.
Attach a notification table of any methane gas values that attain or exceed explosive gas levels. This includes any structures on or nearby the
facility (NCAC 13B .1629 (4)(a)(i).
Send the original signed and sealed form, any tables, and Electronic Data Deliverable to: Compliance Unit, NCDENR-DWM, Solid Waste
Section, 1646 Mail Service Center, Raleigh, NC 27699-1646.
Solid Waste Monitoring Data Submittal Information
Name of entity submitting data (laboratory, consultant, facility owner):
Smith Gardner, Inc.
Contact for questions about data formatting. Include data preparer's name, telephone number and E-mail address:
Name: Seth C. Rickerts, P. G.
E-mail: [e-mail]
Phone: [phone] x135
NC Landfill Rule: Actual sampling dates (e.g.,
Facility name: Facility Address: Facility Permit # (.0500 or .1600) October 20-24, 2006)
Surry County Closed C&D and 237 Landfill Road Mt. Airy, NC 27030 86-02 .1600 April 10-12, 2023
Closed MSW Landfill
Environmental Status: (Check all that apply)
❑ Initial/Background Monitoring ❑X Detection Monitoring ❑X Assessment Monitoring ❑X Corrective Action
of data submitted: (Check all that apply)
Groundwater monitoring data from monitoring wells ❑
Groundwater monitoring data from private water supply wells ❑
Leachate monitoring data El
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.
Seth C. Rickerts, P.G. Project Geologist 919-828-0577 x 135
Facilityr7&
;�tai ame (Print) Title 10/3/2023 (Area Code) Telephone Number
G• 'c<i�vtAs Affix NC Licensed/ Professional Geologist Seal
Date
14 N. Boylan Ave, Raleigh, NC 27603
Facility Representative Address
F1370
NC PE Firm License Number (if applicable effective May 1, 2009)
Revised 6/2009
`"title F It IF IIl1III
"ONCAS
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April 2023 Semi -Annual Groundwater Monitoring Report
Surry County Closed C&D/MSW Landfill Facility
Solid Waste Permit No. 86-02
Prepared for:
Surry County Closed CRD/MSW Landfill
237 Landfill Road
Mt. Airy, North Carolina
1770
September 2023
Prepared by:
INC EIC. NO.F-1320 (ENGINEERING)
SMITH+GARONER
14 N. Boylan Avenue, Raleigh NC 27603 1 919.828.0577
O 2023 Smith Gardner, Inc.
This document is intended for the sole use of the client for which it was prepared and
for the purpose agreed on by the client and Smith Gardner, Inc.

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April 2023 Semi -Annual Groundwater Monitoring Report
Surry County Landfill Facility
Solid Waste Permit No. 86-02
Prepared For:
Surry County Closed C&D/MSW Landfill
Mt. Airy, North Carolina
S+G Project No. Surry-21-1
DocuSigned by:
10B56EEF9EA34ED...
Kyle M. Bonnett
Environmental Technician
DocuSigned by:
E
ean iZ1e",
3B8305C978EA4E6...
Seth C. Rickerts, P.G.
Project Geologist
September 2023
tinIrt to 3
IV
SEAL v _
2758
gg 7 QQ 102D23
3 2758
I C
NCLIC.NC.F-1a70 (ENGINEERING)
SMITH+GARONER
14 N. Boylan Avenue, Raleigh NC 27603 1 T9.828.0577

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Surry County Closed CH/MSW Landfill
Mt. Airy, North Carolina
April 2023 Semi -Annual Groundwater Monitoring Report
Table of Contents
Paqe
1.0
INTRODUCTION...............................................................................................................1
2.0
BACKGROUND.................................................................................................................1
3.0
SITE GEOLOGY.................................................................................................................1
4.0
MONITORING NETWORK.................................................................................................2
5.0
SAMPLING PROCEDURES...............................................................................................2
6.0
FIELD AND LABORATORY RESULTS................................................................................2
6.1 Field Results........................................................................................................... 2
6.2 Laboratory Analysis................................................................................................ 3
6.3 Laboratory Results................................................................................................. 3
6.3.1 Inorganic Constituents................................................................................ 3
6.3.2 Organic Constituents.................................................................................. 3
6.3.3 Surface Water Results................................................................................ 4
7.0
GROUNDWATER CHARACTERIZATION............................................................................4
8.0
CONCLUSIONS................................................................................................................4
FIGURES
Figure 1 Potentiometric Surface Map
TABLES
Table 1
Monitoring Network Details
Table 2
Field Parameter Data
Table 3
Detected Constituents
Table 4
Groundwater Velocity
APPENDICES
Appendix A Monitoring Well Information
Appendix B Laboratory Analytical Report
Surry County Closed CGG/MSW Landfill April 2023 Semi -Annual Groundwater Monitoring Report
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Surry County Closed CGS/MSVV Landfill
September 2023
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April 2023 Semi -Annual Groundwater Monitoring Report
Table of Contents Page ii

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1.0 INTRODUCTION
Smith Gardner, Inc. (S+G) is pleased to present the semi-annual sampling report for the Surry
County Closed C&D over MSW Landfill facility, Solid Waste Permit #86-02 Located at 237 Landfill
Road in Mt. Airy, North Carolina. The Surry County Closed C&D/MSW Landfill is required to
submit semi-annual groundwater monitoring reports in accordance with Solid Waste Section
Rule 15A NCAC 13B .1632. This report presents the semi-annual groundwater monitoring results
for the event conducted April 10-12, 2023 and includes a field procedure summary, laboratory
analyses, and groundwater characterization for the facility.
2.0 BACKGROUND
Groundwater quality has been monitored at this facility at least semi-annually since 1989 with
historical data available since 1994. The Surry County Closed C&D/MSW Landfill Facility consists
of a two -unit unlined MSW landfill overlain by lined C&D landfill. C&D waste was accepted at this
landfill until it's closing on June 1, 2008. To better assess historical compliance exceedances, two
documents were drafted by MESCO, Inc. as requested by NCDEQ:
An Alternative Source Demonstration (ASD), which established Site Maximum Allowable
Contaminate (SMAC) regulatory compliance levels for three metals (cadmium, cobalt, vanadium),
was approved by the NCDEQ on April 20, 2020 (FID:1395468). The compliance levels calculated in
the ASD are used in this report as the new exceedance levels for their respective constituents.
A corrective action plan' to remediate volatile organic compounds (VOCs) in groundwater is
ongoing within three areas of concern (A0C) as described in the most recent Corrective Action
Evaluation Report (CAERP, these three areas are MW-11, "Northern", and "Southern". Enhanced
bioremediation via substrate and tracer injection was implemented in May 2011 with assessment
and MNA monitoring to continue at select wells as described in the Water Quality Monitoring
Plana. The CAER prepared in 2019 evaluated the effectiveness of remedial actions to date and
ongoing monitored natural attenuation. This report indicated that MNA is an effective and ongoing
strategy for the site. Notwithstanding any changes to NCDEQ requirements, a third
comprehensive CAER is to be submitted to the SWS on or before April 1, 2025.
3.0 SITE GEOLOGY
The Surry County Closed C&D/MSW Landfill, located in the Piedmont -Blue Ridge geologic
province within the Inner Piedmont Belt, is underlain by the Banded Gneiss Formation. This
formation as described in the Geologic Map of North Carolina (1985) is "Interlayered with calc-
silicate rock, metaconglomerate, amphibolite, sillimanite-mica schist, and granitic rock".
Located in the western portion of the piedmont physiographic province, elevations range from
930 feet above mean sea level along the Stoney Creek to 1170 ft amsl at the peak of the landfill.
Unnamed creeks and streams run along the eastern and western sides of the landfill, flowing
south into the Stoney Creek. Flowing southeast, the Stoney Creek divides the landfill facility
Corrective Action Plan, March 2010, MESCO, FID 73320
2 Corrective Action Evaluation Report, April 2019, MESCO, FID 1320112
a Water Quality Sampling and Analysis Plan, April 2019, MESCO FID1320110
Surry County Closed CBD/MSW Landfill April 2023 Semi -Annual Groundwater Monitoring Report
September 2023

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between the closed C&D/MSW units and the active MSW units (Permit #86-06) before discharging
into the Ararat River.
4.0 MONITORING NETWORK
The groundwater monitoring network comprises 17 total well monitoring locations (MW-1, MW-
3R, MW-6, MW-7, MW-9, MW-11, MW-12S, MW-13, MW-14, MW-15, MW-16, MW-17, MW-19, MW-
20, MW-21, MW-22, and MW-231 with seven wells associated with the assessment network (MW-
1, MW-9, MW-11, MW-14, MW-15, MW-16, and MW-21), and four surface water locations (SW-1,
SW-2, SW-3, SW-41, located both up and downstream from the landfill on Stoney Creek.
Monitoring well MW-1 serves as the background well for the site, however, it should be noted that
MW-11 is hydraulically upgradient of the waste units. Six injection wells are also present onsite
OW-1 - IW-6) however, these wells are not monitored due to the presence of injectant residue.
During this event, MW-3R and SW-1 were not able to be collected due to dry conditions.
Table 1 presents the monitoring network details including well construction information and the
primary monitoring focus. Sampling locations are shown on Figure 1. Monitoring well
construction information is presented in Appendix A.
5.0 SAMPLING PROCEDURES
The sampling event, performed by Smith Gardner, Inc. personnel from April 10-12, 2023 was
conducted in accordance with the approved site Water Quality Monitoring Plano. Sampling
methods followed the protocol outlined in the North Carolina Water Quality Monitoring Guidance
Document' for Solid Waste Facilities (NCDENR, DWM). The depth to water in each well was
gauged prior to sampling. Groundwater elevation data is presented in Table 1.
Sampleswere collected in laboratory prepared containers forthe specified analytical procedures.
Samples were collected via new factory sealed Hydrasleeve no -purge Speedbag sampling bags.
Surface water samples were grabbed from previously determined monitoring locations.
Groundwater samples were properly preserved (according to their specified method), placed on
ice, and transported to a NC certified laboratory facility within the specified holding times for each
analysis.
6.0 FIELD AND LABORATORY RESULTS
6.1 Field Results
Temperature, pH, turbidity and specific conductance were measured in the field via direct
read instruments. In general, field parameter results remained consistent with
previously reported sampling events. Field parameter results are summarized in Table 2.
Seven monitoring wells exhibited turbidities less than 10 NTUs during this event.
4 Water Quality Sampling and Analysis Plan, April 2019, MESCO FID1320110
5 Solid Waste Section Guidelines for Groundwater, Soil and Surface Water Sampling, State of North Carolina, Department of
Environment and Natural Resources, Division of Waste Management, Solid Waste Section, Rev 4-08.
Surry County Closed CBD/MSW Landfill April 2023 Semi -Annual Groundwater Monitoring Report
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6.2 Laboratory Analysis
Collected samples were transported to Waypoint Laboratories, Inc., a North Carolina
certified laboratory (NC Certification #377351 located in Charlotte, NC for analysis. All
monitoring wells and surface water locations were analyzed for Appendix I metals, VOCs,
and 1,4 dioxane. Additionally, monitoring wells included in the assessment network were
analyzed for Appendix 11 metals and VOC's. Laboratory analysis was conducted via the SWS
approved methods listed in the laboratory report.
The laboratory analytical report is included as Appendix B.
6.3 Laboratory Results
Laboratory analytical results were compared with the 15A NCAC 2L 0200 Groundwater
Standard (2L Standard), Solid Waste Section Groundwater Protection (GWP) Standards,
2020 Site specific Maximum Allowable Concentrations (SMACO, and Federal Maximum
Contaminant Limits (MCL). Surface water results were compared with the NCAC 2B
Standard for Class C waters (2B Standard).
Most constituents with detectable concentrations were reported as "J-Values". Waypoint
laboratory defines "J-values" as "detected but below the Reporting Limit; therefore,
result is an estimated concentration." Reporting Limits are defined in the laboratory
analytical report, included as Appendix B.
6.3.1 Inorganic Constituents
Two inorganic constituents were detected in collected samples above its 2L
Standard when analyzed for total metals this event:
• Cobalt (MW-6, MW-7, MW-9, MW-11, MW-12S, MW-13, MW-14, MW-15,
MW-16, MW-17, MW-18, MW-19, MW-20, MW-21, and MW-22); and
• Vanadium (MW-15).
Detected inorganic constituents are presented in Table 3.
6.3.2 Organic Constituents
Five volatile organic constituents were detected above their 2L Standards in
samples collected this event:
• 1,2-Dichloropropane (MW-11 and MW-16);
• 1,4-Dichlorobenzene (MW-9 and MW-15);
• 1,4-Dioxane (MW-9, MW-13, MW-17, and MW-21):
b Email from SWS to Jessica Montgomery Re: Alternative Source Demonstration -Addendum Total Metals,
04/07/2020 (FID 1395428)
Surry County Closed CBD/MSW Landfill April 2023 Semi -Annual Groundwater Monitoring Report
September 2023

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• Benzene (MW-9, MW-16 and MW-20); and
• Vinyl chloride (MW-9and MW-20).
Organic constituent detections are summarized in Table 3.
6.3.3 Surface Water Results
One Inorganic constituent was detected in surface water samples collected this
event that exceeded its NC213 standard:
• Cobalt (SW-2 and SW-31.
No collected surface water samples contained organic constituents at
concentrations above their 2B Standard this event. Available analytical results are
summarized in Table 3.
TO GROUNDWATER CHARACTERIZATION
A potentiometric surface map was prepared from groundwater data collected during this event.
Data indicates groundwater is flowing generally to the south and southeast towards Stoney Creek
and the Ararat River, which is consistent with groundwater flow patterns previously detected for
the site. The potentiometric surface map is included as Figure 1.
Groundwater flowvelocities during the sampling event were calculated for monitoring wells using
the equation:
V = Ki/n
where: K = hydraulic conductivity
i = groundwater gradient
n = porosity
Groundwater flow velocities average at 3.13x10-' feet/day. These calculated flow velocities are
included in Table 4.
8.0 CONCLUSIONS
When compared to historic data and previous groundwater monitoring reports, the Surry County
C&D/MSW Landfill shows generally stable groundwater quality. The organic constituents that are
detected are primarily chlorinated solvents and their associated daughter products. The presence
of these daughter products indicate reductive dichlorination is ongoing and monitored natural
attenuation continues to be a viable mechanism of remediation at the site.
The next semi-annual sampling event is tentatively scheduled for Fall 2023. Results will be
reported to NCDEQ following laboratory analytical data review.
Surry County Closed CBD/MSW Landfill April 2023 Semi -Annual Groundwater Monitoring Report
September 2023

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FIGURE
April 2023 Semi -Annual Monitoring Report
Surry County Closed CRD/MSW landfill
NC Solid Waste Permit No. 86-02

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d
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/ / I / LEGEND
PROPERTY LINE z
WASTE BOUNDARY o m W
POTENTIOMETRIC CONTOUR o o
DASHED WHERE INFERRED _
J
DIRECTION OF GROUNDWATER
FLOW �
CDMW -1
C&D MONITORING WELL�
_
MW-1 MSW MONITORING WELL
SW-1 SURFACE WATER MONITORING LOCATION
\MW 4D* /} 11 �lI TOC TOP OF CASING ELEVATION U
M_W-1/ //// 1\�\J GWE 1007.6T== \\ // _ /I
\ \ + J / / TOC-942.80
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_ II( //�////\:DTW=9.42 m L
_DTW=63.24 -_ �/ /i// �� -� +'' � � � � ( / o m
- ��� )1 III(///////// // j \GWE=933.38 / /% /■� z
- GWE=1063.78 / GWE GROUNDWATER ELEVATION a V r
r
INDICATES NOT USED FOR CONTOURING
l \ I I // //) // I IIIII/) ' // �\�//j DTW=13.86
/ / I lil ///i \ /� 17II I' -
GWE=922.821 Z � m
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43.23 \Ld
=10.00 / MW-3R \ Z
{ TOC=930.00 \\ cn
MW-24*
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MW-27 III IIII\I � r , 'DTW=DRY
TOC=1043.01�II IIIIIII III I\ \ ( B ? �`� GWE=NA + \\
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WE=938.69 -
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%�// p TW_9 4WGWE=909.35 /
GWE=NA �� /�
�: DTW=34.64
GWE=918.19
M W-11 D __+ PROPERTY LINE
MW-26 -- / TOC=1021.13--
TOC=999.04 _ -MW-25 - - - = DTW=47.85
MW-12 MW-10
DTW=27.73 _ TOC=989.85 TOC-996 bb _ GWE=973.28
GWE=971.31 DTW=29.33 MW-11S TOC=970.24 \
GWE=960.52 �\ DTW=52.74 TOC=1021.53 DTW=27.39 \r\
GWE=943.92
DTW=DRY GWE=942.85 N
GWE=NA
5
© 2023 Smith Gardner, Inc.
i
NOTES
/ 1. DEPTH TO WATER MEASUREMENTS TAKEN BY S+G PERSONNEL
ON APRIL 10-12, 2023.
REFERENCES
1. EXISTING TOPOGRAPHY FROM DRAWING "CONSTRUCTION
PLAN -PHASE 4 OVERALL FACILITY PLAN" DATED 8/3/2018
PREPARED BY MUNICIPAL ENGINEERING SERVICES COMPANY, PA,
GARNER, NC.
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TABLES
April 2023 Semi -Annual Monitoring Report
Surry County Closed CRD/MSW landfill
NC Solid Waste Permit No. 86-02

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SMITH GARDNER
ByM
D#e09' f/=
fe 0 o VE.
to : • 1/
�• 1 A d&C
Well ID
Well
Installation
Date
Latitude
Longitude
Well
Diameter
(inches)
Total Well
Depth (ft.
bgs)
Ground
Surface
Elevation
(ft. amsl)
TOC
Elevation
(ft. amsl)
Depth to
Water*
(ft.)
Groundwater
Elevation
(ft. amsl)
Screen
Interval
(ft. bgs)
Screen Geology
M W--1
11 / 28/ 89
36.439211
- 80.568133
2
40.0
1133.15
1134.35
24.45
1109.90
30- 40
Cl ay
MW-3R
9/27/94
36.434725
-80.571989
2
101.0
1015.00
1017.50
NA
#VALUE!
86-101
Rock
M W- 6
9/ 7/ 94
36.437431
- 80.571067
2
29.7
1065.61
1067.67
22.27
1045.40
14.7- 29.7
Rock
MW-7
8/23/94
36.438439
-80.570722
2
23.0
1071.50
1073.50
11.21
1062.29
8-23
Rock
MW-9
8/22/94
36.439289
-80.571508
2
43.8
1092.07
1094.07
32.05
1062.02
?
Rock
MW-11
5/31/01
36.441431
-80.569781
2
40.0
1023.25
1025.80
21.70
1004.10
29-44
Rock
MW-12S
5/30/06
36.435964
-80.567994
2
51.0
1005.75
1008.48
12.87
995.61
90-100
Rock
MW-13
5/30/06
36.435036
-80.568183
2
35.8
1016.11
1018.80
26.20
992.60
21-36
Saprolite
MW-14
6/22/06
36.434267
-80.569239
2
48.0
1073.23
1075.96
39.17
1036.79
33-48
Rock
MW-15
6/21/06
36.433797
-80.570467
2
57.00
996.67
999.54
53.36
946.18
42-57
Rock
M W-16
6/01/07
36.434536
- 80.572117
2
36.30
962.26
965.43
24.43
941.00
21.5- 36.5
Rock
MW-17
6/01/07
36.433558
-80.572517
2
15.32
980.00
983.00
9.43
973.57
5-15
Rock
MW-19
6/01/07
36.432231
-80.570556
2
17.10
952.09
1082.19
9.55
1072.64
7-17
PWR
M W- 20
6/01/07
36.439025
- 80.571650
2
25.64
962.22
965.36
18.55
946.81
10.5- 25.5
Rock
MW-21
6/01/07
36.434214
-80.568717
2
15.41
950.23
953.40
5.94
947.46
5.5-15.5
Saprolite/PWR
MW-22
6/01/07
36.432928
-80.571678
2
16.04
952.09
955.31
5.78
949.53
6-16
Saprolite
MW-23
6/01/07
36.432828
-80.569156
2
17.10
952.09
955.31
7.04
948.27
7-17
Sandy Silt
Notes: NM = Not measured
amsl = above mean sea level
bgs = below ground surface
Well construction information from well logs (provided in Appendix A)
* Depth to water measured from TOC
MRgedslOaxrMErWtoir#2Gard&dEr tntcrirgRpots�arryCirt�5,Qong2M3arryQu-ty,�nng2MTedEsAsx

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SMITH GARDNER
Well ID
pH (Std. Units)
Conductivity
(umhos)
Temperature
(Degrees C)
Turbidity (NTU)
M W-1
6.39
142
20.5
4.58
MW-3R
-
-
-
-
MW-6
6.06
155
17
536
MW-7
5.77
256
18.4
4.9
MW-9
6.33
431
17.1
6.72
M W-11
5.62
156
21.1
9.02
M W-12S
7.45
223
13
40.9
MW-13
5.62
253
16.5
9.84
M W-14
5.69
85
18.8
14.6
M W-15
5.50
117
16.7
44.2
MW-16
5.89
279
17.8
779
M W-17
6.28
326
16.2
9.72
M W-19
5.73
42
16.4
88.1
MW-20
6.00
237
14
184
MW-21
5.41
162
17.4
21.4
M W- 22
6.05
242
17.4
41
M W- 23
5.75
53
17.9
9.45
SW-1
NA
NA
NA
NA
SW-2
6.59
84
16.3
1.94
SW- 3
7.06
226
14.7
17.4
SW-4
7.39
47
13.5
5.48
Data col Iected by S+G personnel
SW-1 was not sampled during this event due to dry conditions
Bold indicates samples with turbidity>10 NTUs
MRgeJAGanAAdaMntairrj2GardAdErMntairx Pgxts�SrryQxt�5�*nr9ManyQuy,1 Jnrg iT@Hesdsx

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
SMITH_, GARDNER Talae3
Atlytid FieqJts
arryQurtyffi.M
Ppil1412,2M
Monitorina Results
siM
atea27/M
Station Name
Units
NC2L
4CGWF
NC2B
NC2B-P
MW-1
MW-6
MW-7
MW-9
MW-11
MW-12S
MW-13
MW-14
MW-15
MW-16
MW-17
MW-18
MW-19
Sample Date
4/12/2023
4/11/2023
4/11/2023
4/11/2023
4/12/2023
4/11/2023
4/11/2023
4/12/2023
4/11/2023
4/12/2023
4/12/2023
4/12/2023
4/12/2023
Metals
Arsenic
ug/I
10
rUL
0.906J
0.346J
BDL
BDL
DL
0.447J
0.377J
5.50J
0.366J
Barium
u /l
700
NE
21000
14.2
59.1
56.8
56.8
32.9
13.5
65.6
29.9
95.1
127
30.3
65.8
65.3
Beryllium
ug/l
4
NE
0.244J
BDL
0.125J
BDL
BDL
BDL
0.1991
0.679J
3.58J
0.133J
0.190J
0.421J
Chromium
u /l
10
NE
BDL
0.407J
0.665J
0.530J
1.55
0.967J
2.05
9.50
BDL
0.898J
3.96
3.55
Cobalt
ug/l
1
NE
N
4
0.603J
23.9
86.4
168
23.6
1.21
14.9
2.86
3.64
296
2.88
1.70
1.88
Copper
ug/l
1000
NE
3.1
0.999 J
0.699 J
0.974 J
1.36
1.60
0.831 J
2.17
4.34
49.4
0.906 J
1.76
3.53
Lead
ug/l
15
NE
25
BDL
BDL
0.466 J
0.352 J
0.587 J
0.495 J
0.750 J
3.19
BDL
0.279 J
1.47
2.53
Nickel
ug/l
100
NE
88
0.346J
2.01
2.83
6.04
1.96
1.62
2.16
2.37
5.33
15.3
4.49
2.41
2.06
Selenium
ug/l
20
NE
NL
-
0.823J
BDL
BDL
BDL
3DL
BDL
8.60J
BD
BDL
Silver
ug/l
20
NE
NE
BDL
BDL
BDL
3DL
0.320J
BDL
BDL
BD
BDL
Thallium
ug/I
2
NE
0.47
0.120 J
0.251 J
0.378 J
0.100 J
0.0659 J
0.220 J
1.08 J
0.116 J
0.0854 J
Vanadium
ug/1
7
NE
NE
BDL
BDL
BDL
BDL
1.04 J
1.77 J
1.32 J
4.01 J
13.3
1
1.88 J
6.63
6.13
Zinc
ug/I
1000
81
10.9
13.7
12.5
87.3
15.4
12.3
14.2
21.6
34.7
B�_
14.2
19.0
18.3
1,1-Dichlorcethane
ug/I
6
v�
oDL
BDL
1.88
0.348J
0.745
1.76
5.70
BDL
0.240J
1,2-cis-Dichloroethylene
u /1
70
NE
�'
720
BDL
0.232J
25.6
0.602
8.80
4.37
29.3
3.27
BDL
0.373J
1,2-Dichloropropane
ug/I
0.6
NE
BDL
BDL
0.614
L
0.324J
E
BDL
BDL
1,2-trans-Dichloroethylene
u /l
100
NE
4DL
BDL
0.241 J
BDL
0.542
1
-'
BDL
1,4-Dichlorobenzene
ug/I
6
NE
1.48
8.57
2.03
0.470 J
6.26
4.93
3DL
BDL
1,4-Dioxane
ug/l
3
NE
_JL
2.69
3.47
8.68
BDL
1.07J
18.8
BDL
Acetone
ug/I
6000
NE
2000
BDL
BDL
BDL
BDL
3DL
BDL
Benzene
u /1
1
NE
BDL
BDL
3.23
0.333J
0.350J
BDL
Chlorobenzene
ug/I
50
NE
NE
Q^'
4.01
3.33
1.44
4.21
2.00
Chloroethane
u /1
3000
NE
NE
2.47
BDL
BDL
o-Dichlorobenzene
ug/I
20
NE
NE
3.33
0.359J
0.5601
Tetrachloroethylene
ug/l
0.7
NE
NE
0.247J
BDL
E
Trichloroethylene
ug/l
3
0.530
2.70
Vinyl chloride
ug/l
0.03
2.4
3.74
0.586 J
Furans
Tetrahydrofuran
ug/l
NE
120001
1.73J
12.9
NOTES:
uglL = micrograms per liter
BOLD = Constituent exceeds NCACO2L or GWP regulatory limits
BOLD = Constituent exceeds NC4CO2B a 2B Protection regulatory limits
J =Lab estimated concentration
BDL =constituent is below laboratorydetection limits
NA= Not Analyzed
MR*:tAGaM�AaM1tritairg\20ani%daMntairg�auyQu*SSnrgMaffym+tySnrgiL lHes is

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
SMITH_, GARDNER AtlTalae3
ytid F2sJts
arrYG-1)j85-C2
Ppil1412,2M
Monitorina Results
Station Name
Units
NC2L
4CGWF
NC2B
NC2B-P
MW-20
MW-21
MW-22
MW-23
SW-1
SW-2
SW-3
SW-4
Sample Date
4/11/2023
4/12/2023
4/12/2023
4/12/2023
4/12/2023
4/10/2023
4/10/2023
4/10/2023
Metals
Arsenic
ug/I
10
2.01
3DL
BDL
BDL
BDL
BDL
BDL
0t
Barium
u /l
700
NE
21000
53.0
52.2
45.2
33.8
22.3
21.4
47.7
18.9
Beryllium
ug/l
4
NE
0.618J
0.135J
BDL
BDL
BDL
BDL
3DL
Chromium
u /l
10
NE
3.37
1.35
0.394 J
1.49
0.471 J
0.385 J
1.02
Cobalt
ug/l
1
NE
N
4
181
4.34
5.30
0.405 J
0.525 J
23.3
29.0
1.66
Copper
ug/l
1000
NE
3.1
4.45
1.61
0.558J
0.903J
0.653J
BDL
BDL
2.93
Lead
ug/l
15
NE
25
3.16
0.535 J
BDL
0.447 J
BDL
BDL
BDL
0.464 J
Nickel
ug/l
100
NE
88
9.58
1.91
2.00
0.693 J
0.229 J
0.619 J
1.95
0.753 J
Selenium
ug/l
20
NE
NL
2.13
BDL
BDL
oni
BDL
BDL
Silver
ug/l
20
NE
NE
0.517J
BDL
BDL
BDL
BDL
Thallium
ug/I
2
NE
0.47
1.33
BDL
0.0944J
BDL
0.151 J
Vanadium
ug/1
7
NE
NE
3.73 J
4.24 J
1.10 J
2.79 J
BDL
BDL
BDL
1.38 J
Zinc
ug/I
1000
81
39.3
9.26 J
6.08 J
16.8
13.4
12.9
14.8
16.4
1,1-Dichloroethane
ug/I
6
vtz
1'.
1.51
0.872
BDL
hUL
BDL
1,2-cis-Dichloroethylene
u /l
70
NE
1
720
13.2
8.19
0.299 J
0.433 J
1.39
1
1,2-Dichloropropane
ug/I
0.6
NE
3DL
BDL
F
BDL
I
1,2-trans-Dichloroethylene
u /l
100
NE
3DL
BDL
I
BDL
E
1,4-Dichlorobenzene
ug/I
6
NE
4.50
BDL
0.289J
BDL
BDL
1,4-Dioxane
ug/l
3
NE
2.14
6.74
BDL
4.56
Acetone
ug/I
6000
NE
2000
2.40J
3DL
BDL
1.82J
Benzene
u /1
1
NE
1.59
BDL
BDL
F
Chlorobenzene
ug/I
50
NE
NE
1.83
BDL
BDL
Chloroethane
u /1
3000
NE
NE
1.65
BDL
BDL
o-Dichlorobenzene
ug/I
20
NE
NE
1.88
BDL
BDL
Tetrachloroethylene
ug/l
0.7
NE
NE
BDL
I
Trichloroethylene
ug/l
3
0.443J
B,_
Vinyl chloride
ug/I
0.03
2.4
BDL
BDL
0.300 J
Furans
Tetrahydrofuran
1 8.26 J
I DL
L
1.53 J
NOTES:
ug/L = micrograms per liter
BOLD = Constituent exceeds NCACO2L or GWP regulatory limits
BOLD = Constituent exceeds NC4CO2B a 2B Protection regulatory limits
J =Lab estimated concentration
BDL =constituent is below laboratorydetection limits
NA= Not Analyzed
siM
11tea27/=-
MR*:tAGaM�AaM1tritairg\20ani%daMntairg�auyQu*SSnrgMaffym+tySnrgiLZ lHes l

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
SMITH GARDNER
50 ..
Cie . :..
Monitoring
Location
Water Table
Elevation (ft. amsl)
Hydraulic
Conductivity
cm/sec
Effective Porosity
Hydraulic Gradient
(ft./ft.)
Groundwater
Velocity (cm/sec)
Groundwater
Velocity (ft/day)
MW-1
1108.46
4.30E-05
15
0.2820
8.08E-07
2.29E-03
MW-3R
983.94
2.40E-04
5
0.3940
1.89E-05
5.36E-02
MW-7
1060.50
8.10E-04
15
0.0167
9.02E-07
2.56E-03
MW-9
NA
1.90E-04
15
NA
NA
NA
MW-11
1002.52
3.1OE- 04
5
0.0720
4.46E-06
1.27E-02
MW-12D
NA
1.30E-06
5
NA
NA
NA
MW-13
991.35
2.06E-04
23
0.3243
2.90E-06
8.23E-03
MW-14
1033.88
7.45E-03
3
0.3470
8.62E-04
2.44E+00
M W-15
946.68
7.21 E- 05
3
0.6650
1.60 E- 05
4.53E- 02
M W-16
937.42
2.82 E- 05
3
1.5050
1.41 E- 05
4.01 E- 02
MW-17
972.26
2.94E-04
3
0.2043
2.00E-05
5.68E-02
MW-21
946.64
1.28E-03
3
0.8907
3.80E-04
1.08E+00
M W- 22
948.84
9.88E- 04
15
0.0620
4.08E- 06
1.16E- 02
MW-23
947.68
3.04E-04
15
0.1024
2.08E-06
5.88E-03
Average: 3.13E-01
NOTE:
Values for hydraulic conductivity determined via slug test by GAI, MESCO, or Joyce.
Hydrologic gradient from water levels recorded on October 4-6, 2022
Wells screened entirely in rock were not utilized for flow gradients. Screens that traverse both rock and regolith assumed flow in regolith dominates.
Hydraulic Conducitivity value and flow rate for MW-14 was considered an outlier; therefore not included in the average or maximum.
NA= Not available/applicable
Vel ocity Cal cu I ated f rom V=K*i/n
V = vel ocity
K = Hydraulic Conductivity
i = Gradient
n = Porosity
MRgelAGanJAdErMntairr,2GandAdErMntairxtF�pt SrryQLrt�5qinr9ZManyQuy,'�nrJ22MT@Hesdsx

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
This page intentionally left blank.

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Appendix A
Monitoring Well Information
April 2023 Semi -Annual Monitoring Report
Surry County Closed CRD/MSW landfill
NC Solid Waste Permit No. 86-02

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
This page intentionally left blank.

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
1W-1
NONRESIDENTM WEi LL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (individual) Name
Derry's Well Driffina Inc.
Well Contractor Company Name
44283-A NC 24/27/73
Street Address
Albemarle NC 28001
City or Town State Zip Code
(704 982-9070
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable) WIQ400176
SITE WELL ID #Cd applicable), 1W-1
3. WELL USE (Check One Box) Monitoring 0 Municipal/Public 0
IndustriallCommercial 0 Agricultural 0 Recovery 0 Injection N(
Irrigationo Other 0 (list use)
DATE DRILLED 10/28/11
4. WELL LOCATION:
EIRWITIMI 0=0 I
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
ciw. Ararat COUNTY Surry
TOPOGRAPHIC t LAND SETTING: (check appropriate box)
[]Slope []Valley ElFlat 13Ridge []Other
K@WCD 36 -AAAA&AAAAAAAA! CL R OR 36A .4M4AAAA CC
KMWWCD75 -AAAA&AAAAAAAA! CL R OR 8@1 .8"4t3AAAA CC
Latitude/longitude source: WPS Dropographic map
(location of well must be shown on a USGS topo, map andattached to
this form if not using GPS)
6. FACILITY (Name of the business where the well is located.)
Surry Go- Closed MSS
Facility Name Facility ID# (if applicable)
419 Landfill Road
Street Address
Ararat NG 27007
City or Town State Zip Code
Mr- Jerry Sn= (Public Works D*rednrl
Contact Name
PO Box 1542
Mailing Address
Mount Airy NG 27030
City or Town State Zip Code
(336 t1 401-8376
Area code Phone number
d. TOP OF CASING is 3.00 FT. Above Land Surface*
Irop of casing terminated atfor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
: e. YIELD (gpm): na METHOD OF TEST.
f. DISINFECTION: Type na
Amount na
g. WATER ZONES (depth):
Top 75'(?) Bottom_jZQj- Top,
Bottom_
Top_ Bottom Top
Bottom
Top Bottom L_ Top
BoftomL-
Thickness/
:7. CASING: Depth Diameter
Weight Material
Top +3.00 Bottom 61.40 Ft. 2"
sch 40 PVC
Top Bottom Ft.
Top_ Bottom L_ Ft._
8. GROUT: Depth Material Method
Top 57,00 Bottom 60.00 Ft. Bent. Chips Gravity
Top 0 Bottom _57.00 Ft. Neat Cement Tremie
Top_ Bottom- Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 61.40 Bottom �81 4OFt. 2 in. 0.02 in. PVC
Top BottomFt. in. - in. High Flow
TOP BottomL_ Ft, in. in. 1/8"sDacin0
10. SAND/GRAVEL PACK:
Depth size
Top_.Q0.00 Bottom 84.00 Ft_#3�__
TopBottomFt.
Top Bottom Ft.
11. DRILLING LOG
Material
Filter Sand
: Top Bottom Formation Description
0 /41.00
41.00 43.00
43.00 47.00
47.00 184.00
63 /63.50
70 /70.50
75 /77
80 80.50
12. REMARKS:
a 0 ; 0 1 a
z mi'Weili
Fracture
Fracture
Fracture
Fracture
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
6. WELL DETAILS: 15A C 2C, WELL CONSTRUCTION TANDARDS, AND THAT A Cop' OF THIS
a. TOTAL DEPTH81,40'
RE90RP HAS BBEEN PRO I 0 'LPEWELL OWNER.
:
b. DOES WELL REPLACE EXISTING WELL? YES [3 NO vjjz� 10/30/1
�TUR ZFCERTIFl5D`WlELLC0yPACTOR DATE
c. WATER LEVEL Below Top of Casing: 53.00 FT. Derry L HunMutt
(Use "+" if Above Top of Casing)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
GW-1b
Submit Within 30 days of completion to: Division of Water Quality - Information Processing, Form Rev. 1/08
1617 Mail Service Center, Raleigh, NC 276994 61, Phone: [phone]

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
MW-
N: C. Department of Human Resources
Division of Health Services /
' WELL COMPLETION RECORD r
f-//7, 1 /i2' I/,AL2 L --/ /
COMPLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO THE N.C.
DEPARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRANCH,
P. O. BOX 2091, RALEIGH, N.C. 27602
NAME OF SITE: % PERMIT NO.:
/�
ADDRESS: OWNER (print):
%d( 7 12-( Y
DRILLING CONTRACTOR: REGISTRATION NO.:
1/✓ //7 11A111 I� 1LLr �G2Z 5— c
Casing Type:
Ly dia.
2 L in.
Grout Depth:
from �_ to Z- 'I_ ft. - dia.
�` in.
Casing Depth:
from to lit) ft. -din.
.2 "_ in.
Bentonite Seal:
from 2'9 to 3 o ft. - dia.
G in.
Screen Type:
dia.
;L_ in.
Sand/Gravel PK:
from 3 0 to !�Q _ ft. - dia.
in.
Screen Depth:
from to �40 ft. - dia.
.4 v in.
Total Well Depth:
from to �= ft. - dia.
C._ in.
Static Water Level:
1
:3 feet from top of
casing
Date Measured — /.,
Yield (gpm): Method of Testing: _U1 Casing is T- feet above land surface
DRILLING LOG
DEPTH
FROM TO FORMATION DESCRIPTION
(lV e c_L A -
REMARKS:
LOCATION SKETCH
(show distance to numbered roads, or other map reference points)
5 r7- rz Zvi S
L. l'�•.; N 1 c
DATE: I/— _21 1S SIGNATURE --
I
Solid Fa Fiaardota Wave Mturgen+cnt 8nncf, / -

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Originally MW-2
Now I W-2
' WELL COMPLETION RECORD % Z"
IPLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED. AND RETURN FORMTOTHE N.C.
_1RTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRANCH,
BOX 2091, RALEIGH, N.C. 27602
AE OF SITE: PERMIT NO.: (� /
SCE It rZ � r y T7 /1/7) L L 4 L
)RESS: OWNER (print):
� J n
701 7 11 (L IL-(
LUNG CONTRACTOR: REGISTRATION NO.:
G 6G`/17 iJ l� I7ftc�zS �7 I I
ig Type: ` dia. in. Grout Depth: from �% to ft. - dia'.J-- � in
ig Depth: from — i�__, to _L k. - dia. in. Bentonite Seal: from to ft. - dia. � in..
:n Type: P i/'-- ^ T dia. I- , . in. Send/Gravel PK: from to J ;;> ft. - dia. in.
:n Depth: from 4_ to —r7 ft. - dia. � in. Total Well Depth: from z_ to '� ft. - dia. �p ' in.
c Water Level:--' 0 feet from top of casing Date Measured
I (gpm): - Method of Testing: alle_ ' Casing is /' feet above land surface
LOCATION SKETCH
(show distance to numbered roads, or other map reference points]
MARKS:
\TE: SIGNATURE
-- - --- IG
_ 5 7N2 (6i85) zl_z
• � ar w

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
MW-3
North Garolina - Department of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR: GAI Consultants
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
Lai Long. RO
Minor Basin
Basin Code
Header Ent, GW-1 Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 446 PERMIT NUMBER:
N/A
1.
WELL LOCATION: (Show sketch of the location below)
Nearest Town: Mt. Airy County:
Surry
SR 2015
(Road, Community, or Subdivision and Lot No.)
DEPTH
DRILLING LOG
2.
OWNER Surry County Attn: Jerry Snow
From To
Formation Description
ADDRESS PO Box 706
0 - 13
Red clay
(Street or Route No.)
Dobson NC 27017
13 - 16
Extremely weathered
City or Town State Zip code
schist
3.
DATE DRILLED 9-27-94 USE OF WELL Monitoring
4.
TOTAL DEPTH 103'
5.
CUTTINGS COLLECTED YES 0 NO x0
16 — 30.7
Slightly weathered
6.
DOES WELL REPLACE EXISTING WELL? YES x7 NOF]
schist
7.
STATIC WATER LEVEL Below Top of Casing: {70.5 FT.
(Use "+" if Above Top of Casing)
30.7 — 102
Schist
8.
TOP OF CASING IS 2.5 FT. Above Land Surface'
Casing Terminated at/or below land surface is Illegal unless a variance is issued
in
accordance with 15A NCAC 2C .0118
N/A
9.
YIELD (gpm): METHOD OF TEST
10.
�I.
WATER ZONES (depth): 85 to 102 ft
11. CHLORINATION: Type
N/A
Amount
12. CASING:
Wall Thickness
+2. 5
Depth,6
Diameter
or Weight/Ft. Material
From
To
Ft. 2"
Sch 40 PVC
From
To
Ft.
From
To
Ft.
13. GROUT:
If additional space is needed use back of form
LOCATION SKETCH
(Show direction and distance from at least two State
Roads, or other map reference points)
SR 2015
Depth Material Method
From 0 To 80 Ft, neat cement grout \t
From 80 To 82.6 Ft. bentonite pellets 1\
14. SCREEN:
Depth Diameter Slot Size Material
From 2r,_To 1cii Ft 2 in. -010 in. PVC
From To Ft. in. in.
From To Ft. in. _ in.
15. SAND/GRAVEL PACK:
Depth Size
From 82.6 To 102 Ft.
From To Ft.
1�. REMARKS:_ Monitoring Well 3R
Material
silica
N 4_
Water first encountered at 85 to 95 ft
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
K
SIGNATUR OF CONTRACTOR OR AGENT D TE

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Originally MW-3RS
Now IW-3
MONITORING WELL
CONSTRUCTION LOG ENGINEERING, INC
PROJECT: Mt. Airy Water Quality Assessment MONITORING WELL ID: MW-3RS
LOCATION: Mt. Airy, NC CONSTRUCTION DATE: 5/17/2001
STAND PIPE CONSTRUCTION
GEOLOGIC UNI
MEASURING POINT ELEVATION. 1020.57 ft AMSL
PAD DIMENSIONS 3 feet x 3 feet
GROUND SURFACE ELEVATION 1018.24 ft AMSL
BOREHOLE DIAMETER 9 inches to 14 feet below qrade
4 inches from 14 feet to bottom
ANNULAR SPACE SEAL
TYPE OF SEAL Roanoke Portland Cement
Tremie grouted
RISER TYPE PVC
RISER DIAMETER 2 inches
TOP OF FILTER PACK SEAL
ELEVATION 988.57 ft AMSL
DEPTH 32 feet
FILTER PACK SEAL TYPE Shur Plug 3/8 inch chips
TOP OF FILTER PACK
ELEVATION 985.57 ft AMSL
DEPTH 35 feet
FILTER PACK TYPE #3 graded well sand
FILTER PACK SOURCE DSI
TOP OF SCREEN
ELEVATION 983.57 ft AMSL
DEPTH 37 feet
SCREEN TYPE PVC
SCREEN DIAMETER 2 inches
SLOT SIZE 0.010 inch
BOTTOM OF SCREEN
ELEVATION 968.57 ft AMSL
DEPTH 52 feet
BOTTOM OF BOREHOLE
ELEVATION 968.57 ft AMSL
DEPTH 52 feet

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Originally MW-4
Now IW-4
North Carolina - Department of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Section,
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR: GAI Consultants
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
Lat Long. RO
Minor Basin
Basin Code
Header Ent. GW-1 Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 446 PERMIT NUMBER: ti/A
1 . WELL LOCATION: (Show sketch of the location below)
Nearest Town: Mount Airy County: Surry
SR 2015
(Road, Community, or Subdivision and Lot No.) DEPTH DRILLING LOG
2. OWNER Surry County From To Formation Description
ADDRESS PO Box 706 0 - 5 Sandy silt with
(Street or Route No.) trace clay
Dobson NC 27017
City or Town State Zip Code
3. DATE DRILLED 8-30-94 USE OF WELL Monitoring 5 - 56.4 Gray garnet mica
4. TOTAL DEPTH 56.4' schist with quartz
5. CUTTINGS COLLECTED YES ('_1 NOF_XI veins
6. DOES WELL REPLACE EXISTING WELL? YES C NOF-R
7. STATIC WATER LEVEL Below Top of Casing: 35 FF.
(Use "+^ if Above Top of Casing)
8. TOP OF CASING IS 2 FT. Above Land Surface'
' Casing Terminated at/or below land surface is illegal unless a variance is issued
in accordance with 15A NCAC 2C .0118
9. YIELD (gpm):_ METHOD OF TEST
10. `,HATER ZONES (depth): 46 to 56.4 ft
11. CHLORINATION: Type.
Amount
If additional space is needed use back of form
12. CASING:
Wall Thickness
LOCATION SKETCH
Depth
Diameter or Weight/Ft. Material
(Show direction and distance from at least two State
From +2
To 40.4
Ft
2" Sch 40 PVC
Roads, or other map reference points)
From
To
Ft.
From -To
Ft.
SR 2015
13. GROUT:
Depth
Material Method
From 0
To 38
Ft.
Cement Grout
From 38
To 39
Ft.
Bentonite Pellet
Myg4/
14. SCREEN:
Depth Diameter Slot Size Material
From 40.4 To 55-4 Ft 2 in. -010 in PVC
From To Ft. in. in.
From To Ft. in. in.
15. SAND/GRAVEL PACK:
Depth Size Material
From 39 To 56.4 Ft 2 Sand
From To - Ft. N �--
16. REMARKS: Monitorinq Well 4 Water first encountered at 46 ft
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER
io
SIGNATUR OF CONTRACTOR OR AGENT DATE
;W-1 RFV 9/91 Submit mal to Division of Environmental Management and copy to well owner.

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Originally MW-5
Now IW-5
North Carolina - Department of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR: GAI Consultants
FOR OFFICE USE ONLY
QUAD. NO, SERIAL No.
Lat Long. RO
Minor Basin
Basin code
Header Ent. GW-1 Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 446 PERMIT NUMBER: N/A
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Mount Airy County: Surry
SR 2015
(Road, Community, or Subdivision and Lot No.)
2. OWNER Surry County
ADDRESS PO Box 706
(Street or Route No.)
Dobson NC 27017
City or Town State Zip Code
3. DATE DRILLED 8-27-94 USE OF WELL Monitoring
4. TOTAL DEPTH 64..7
5. CUTTINGS COLLECTED YES ❑ N05
6. DOES WELL REPLACE EXISTING WELL? YES �' NOI,
7. STATIC WATER LEVEL Below Top of Casing: 39.5 FT.
(Use "+" if Above Top of Casing)
8. TOP OF CASING IS 2 FT. Above Land Surface'
Casing Terminated at/or below land surface is illegal unless a variance is issued
in accordance with 15A NCAC 2C .0118
9. YIELD (gpm):— METHOD OF TEST
10. WATER ZONES (depth): 51 to 64.7 ft
I. CHLORINATION: Type Amount
12. CASING:
Wall Thickness
Depth Diameter or WeighvFt. Material
From +2 To 48 Ft. 2" Sch 40 PVC
From To Ft.
From To Ft.
13. GROUT:
Depth Material
From 0 To 45 Ft. Cement
From 45 To 46 Ft. Bentonite
14. SCREEN:
DEPTH
DRILLING LOG
From To
Formation Description
0 - 5
Red clay
Tan sandy silt
5 - 16
16 - 64.7
Gray garnet mica
schist with granite
intrusions
If additional space is needed use back of form
LOCATION SKETCH
(Show direction and distance from at least two State
Roacs. or other map reference points)
SR 2015
Method } —�
Grout
Pellet
Depth Diameter Slot Size Material
From 48 To 63 Ft 2 in. -210 in PVC n'' G
From To Ft. in. in.
From To Ft. in. in.
15. SAND/GRAVEL PACK:
Depth Size Material
From 46 To 64.7 Ft. 2 Sand
From To Ft. N _
16. REMARKS: Monitoring Well 5 Water first encountered at 51 ft
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGN;IT E OF CONTRACTOR OR AGENT DA
GW-1 REV 991 Sul; onomal to Civision of Envirormental Nianacement and coot/ to well owner

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
MW-
North Carolina . Department of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR. GAI Consultants
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
tat Long. RO
Minor Basin
Basin Code
Header Ent. GW-1 Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 446 PERMIT NUMBER: N/A
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Mount Airy County: Surry
SR 2015
(Road, Community, or Subdivision and Lot No.)
2. OWNER Surry County
ADDRESS PO Box 706
(Street or Route No.)
Dobson NC 27017
City or Town State Zio Code
3. DATE DRILLED 9-7-94 USE OF WELL Monitoring
4. TOTAL DEPTH 30.7
5. CUTTINGS COLLECTED YES ❑ NOf­xj
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NOFX-
7. STATIC WATER LEVEL Below Top of Casing: 22.55 FT.
(Use V if Above Top of Casing)
8. TOP OF CASING IS 2 FT. Above Land Surface'
' Casing Terminated at/or below land surface is illegal unless a variance is issued
in accordance with 15A NCAC 2C .0118
9. YIELD (gpm):— METHOD OF TEST
10. WATER ZONES (depth): 20.55 to 30.7 ft
1. CHLORINATION: Type . Amcunt
12. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. Material
From +2 To 14.7 Ft. 2" Sch 40 PVC
From To Ft.
From To Ft.
13. GROUT:
Depth Material Method
From 0 To 12 Ft. Cement Grout
From 12 To 13 Ft. Bentonite Pellet
14. SCREEN:
Depth Diameter Slot Size Material
From 14.7 To 29.7 Ft 2 in. .010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
15. SAND/GRAVEL PACK:
Depth Size Material
From 13.0 To 30.7 Ft 2 Sand
From To Ft. N �-
16. REMARKS: Monitoring Well 6
DEPTH
From To
0 - 15.5
15.5 - 30-7
DRILLING LOG
Formation Description
Brown to tan sandy
silt with trace clay.
Gray garnet mica
schist with granite
intrusions .5-1'
thick
If additional space is needed use back of form
LOCATION SKETCH
(Show direction and distance from at least two State
Roacs. -or other map reference pomis)
SR 2015
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH-15A NCAC 2C. WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
/v/
GNATU OF CONTRACTOR OR AGENT DATE
GW-1 REV. 991 SuL•mtt ort6inal to Division. of Envtrorrnental htanaaement and coot' to well .,wne.•

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
MW-
North Carolina - Department of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR: GAI Consultants
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
Lat Long, RO
Minor Basin
Basin Code
Header Ent GW-1 Ent
STATE WELL CONSTRUCTION
446
N/A
DRILLER
REGISTRATION NUMBER: PERMIT
NUMBER:
1.
WELL LOCATION: (Show sketch of the location below)
Nearest Town: Mount Airy County:
Surry
SR 2015
(Road, Community, or Subdivision and Lot No.)
DEPTH
DRILLING LOG
2.
OWNER Surry County
From To
Formation Description
PO BOX 706
ADDRESS
1 — 5
Tan sandy silt
(Street or Route No.)
Dobson NC 27017
5 — 10
Brown clayey Silt w /
City or Town State Zip Code
3.
DATE DRILLED 8-23-94 USE OF WELL Monitoring
rock fragments
4.
TOTAL DEPTH 24' --
5.
CUTTINGS COLLECTED YES l77 1\105iI
10 — 15
Orange clayey sand
6.
DOES WELL REPLACE EXISTING WELL? YES[-1 NOD
medium to coarse
7.
STATIC WATER LEVEL Below Top of Casing: 12.75 FT.
(Use ','if Above Top of Casing)
1'8
15 — 18.5
Brown sandy silt
S.
TOP OF CASING IS FT. Above Land Surface*
Casing Terminated atior below land surface is illegal unless a variance is issued
18.5 — 24
Gray SCh1St
in
accordance with 15A NCAC 2C .0118
9.
YIELD Igpm):— METHOD OF TEST
10.
WATER ZONES (depth): 10.95 to 24 ft
1. CHLORINATION: Type . Amount
12. CASING:
Wall Thickness
Depth Diameter or Weightft.
From +1`8 To 8 Ft. 2" Sch 40
From To Ft. From To Ft.
13. GROUT:
Depth
From 0 To 6
From 6 To 7
14. SCREEN:
If additional space is needed use back cf form
LOCATION SKETCH
Material (Show direction and distance from at least two State
PVC
Roacs, cr other map reference points)
Material Method
Ft. Cement Grout
Ft. Bentonite Pellet
Depth Diameter
From 8 To 23 Ft 2 in.
From To Ft. in.
From To Ft. in.
15. SAND/GRAVEL PACK:
Depth Size
From 7 To 24 Ft. 2
From To Ft..
16. REMARKS: Monitoring Well 7
Slot Size Material
-010 in PVC
in.
in.
Material
Sand
SR 2015
G
N E--
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER,
SIGNATUR OF CONTRACTOR CR AGENT DATE
GW-1 REV 9.91 S•,,Lmtt original to Division of Envirorrnental management and ccoy to wed .)wrier

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Originally MW-8
Now I W-6
North Carolina - Department of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
1RILLING CONTRACTOR: GAI Consultants
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
Lai Long. Ra
Minor Basin
Basin code
Header Ent. CAW-1 Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 446 PERMIT NUMBER: N/A
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Mount Airy County: Surry
SR 2015
(Road, Community, or Subdivision and Lot No.)
2. OWNER Surry County
ADDRESS PO Box 706
(Street or Route No.)
Dobson NC 27017
City or Town State Zip Code
3. DATE DRILLED 8-16-94 USE OF WELL Monitoring
4. TOTAL DEPTH 55.3
5. CUTTINGS COLLECTED YES ❑ NOF
6. DOES WELL REPLACE EXISTING WELL? YES C NO(�x
7. STATIC WATER LEVEL Below Top of Casing: 41.1 FT.
(Use"," if Above Top of Casing)
8. TOP OF CASING IS 2.3 FT. Above Land Surface'
Casing Terminated at/or below land surface is illegal unless a variance is issued
in accordance with 15A NCAC 2C .0118
9. YIELD (gpm):— METHOD OF TEST
10. WATER ZONES (depth): 38.8 to 55.3 ft
1. CHLORINATION: Type
L. CASING:
DEPTH
From To
0-45
45 — 55.3
DRILLING LOG
Formation Description
Tan to brown sandy
silt
Gray schist
Amount If additional space is needed use back cf form
Wall Thickness
+2.3 Depth39 Diameter or Weight'Ft. Material
From To Ft. 211 Sch 40 PVC
From To Ft.
From To Ft.
13. GROUT:
LOCATION SKETCH
(Show direction and distance from at least two State
Roacs. cr other map reference points)
SR 2015
Depth
Material
Method {
From 0
To 36 Ft.
Cement
Grout
From 36
To 37 Ft.
Bentonite
Pellet
14. SCREEN:
� 8
Depth Diameter Slot Size
Material
From 39
To 54 Ft 2
in. .010
in. PVC
From
To Ft.
in.
in.
From
To Ft.
in.
in.
15. SAND/GRAVEL PACK
Depth
Size
Material
From 37
To 55.3 Ft
2
Sand
From
To Ft.
N
16. REMARKS:
Monitoring
Well 8
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C. WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OVVNER.
SIGNATUR OF CONTRACTOR OR AGENT DATE
GW-1 REV 9'91 .,.i,mrt ,nal to ioiswr. of E:rnro^men:ai ".lanaaer,er, „na c o•: !, we. Nrr"

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
MW-
North Carolina - Department of Environment, Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
`RILLING CONTRACTOR: GAI Consultants
OR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
Lat Long. RO
Minor Basin
Basin Code
Header Ent. GW-1 Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 446 PERMIT NUMBER: N/A
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Mount Airy . County: Surry
SR 2015
(Road, Community, or Subdivision and Lot No.)
2. OWNER Surry County
ADDRESS PO Box 706
(Street or Route No.)
Dobson NC 27017
City or Town State Zio Code
3. DATE DRILLED 8-22-94 USE OF WELL Monitoring
4. TOTAL DEPTH 43.8
5. CUTTINGS COLLECTED YES NO FTI
6. DOES WELL REPLACE EXISTING WELL? YES (-I NO7x
7. STATIC WATER LEVEL Below Top of Casing: 3 FT.
(Use "+" if Above Top of Casing)
8. TOP OF CASING IS 2 3 FT. Above Land Surface*
Casing Terminated at/or below land surface is illegal unless a variance is issued
in accordance with 15A NCAC 2C .0118
9. YIELD (gpm):— METHOD OF TEST
10. WATER ZONES (depth): '1-_4 t-n 41-R ft
' 1. CHLORINATION: Type
CASING:
DEPTH DRILLING LOG
From To Formation Description
0 - 43.8 Brown to tan sandy
silt
4mount If additional space is needed use back of form
Wall Thickness
+2Depth 28.8 Diameter or Weightift. Material
.3
From To Ft. 2" Sch 40 PVC
From To Ft.
From To Ft.
13. GROUT:
LOCATION SKETCH
(Show direction and distance from at least two State
Roacs, or other map reference paints)
SR 2015
Depth Material Method {
From 0 To 25.5 Ft Cement Grout
From 25.5 To 26.5 Ft Bentonite Pellet
14. SCREEN:
Depth Diameter Slot Size Material MIN 9
From 28.8 To 43.8 Ft 2 in. • 010 in PVC
From To Ft. in. in.
From To Ft. in. in.
15. SAND/GRAVEL PACK:
Depth Size Material
From 26.5 To 43.8 Ft 2 Sand
From To Ft. N 4-
16. REMARKS: Monitoring Well 9
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
o l�
SIGNATURE O CONTRACTOR OR AGENT DATE
CW-1 REV 9t91 ^ t rri al U =lei<_wn of E :•nror�nont:;, Yanaeemer,t and ccov t_ :•:e ! )Nne,

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
North Carolina - Department of Environment. Health, and Natural Resources
Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535
Phone [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR: GAI Consultants
FOR OFFICE USE ONLY
QUAD. NO. SERIAL NO.
Lat Long. RO
Minor Basin
Basin Code
Header Ent GW-1 Ent
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: 446 PERMIT NUMBER: N/A
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Mount Airy County: Surry
SR 2015
(Road, Community, or Subdivision and Lot No.) DEPTH DRILLING LOG
2. OWNER Surry County
PO BOX 706 From To Formation Description
ADDRESS 0 - 17.5 Red to brown sandy
(Street or Route No.) silt with trace clay
Dobson NC 27017
City or Town State Zip Code
3. DATE DRILLED 8-15-94 USE OF WELL Monitoring 17.5 - 41 Gray garnet mica
4. TOTAL DEPTH 411 schist
5. CUTTINGS COLLECTED YES i17 NOF i1
6. DOES WELL REPLACE EXISTING WELL? YES 1i NOFX
7. STATIC WATER LEVEL Below Top of Casing: 20.92 FT.
(Use"-" if Above Top of Casing)
8. TOP OF CASING IS 1.5 FT. Above Land Surface'
Casing Terminated at/or below land surface is illegal unless a variance is issued
in accordance with 15A NCAC 2C .0118
9. YIELD (gpm):— METHOD OF TEST
10. WATER ZONES (depth): 36 to 41 ft
11. CHLORINATION: Type
.2. CASING:
Depth
From +1.5 To 25
From To
From To
13. GROUT:
Amount
Wall Thickness
Diameter or Weighs'Ft. Material
Ft. 2" Sch 40 PVC
Ft.
Ft.
If additional space is needed use back of form
LOCATION SKETCH
(Show direction and distance from at !east two State
Roads, or other map reference points)
SR 2015
Depth Material Method { MW 11
From O To 22 Ft Cement Grout
From 22 To 23 Ft. Bentonite Pellet
14. SCREEN:
Depth Diameter Slot Size Material
From 25 To 40 Ft 2 in. •010 in PVC
From To Ft. in. in.
From To Ft. in. in.
15. SAND/GRAVEL PACK:
Depth Size Material
From 23 To 41 Ft. 2 Sand
From To Ft. N
16. REMARKS: Monitoring Well 11 Water first encountered at 36 ft:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
z =
SIGNATUR F CONTRACTOR CR AGENT AtE
GW1 REV 991 7'_L It n3I to Division. of F:;vuo^mental !.!anage +Fnt and c o: •: +,�• .rNne•

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
MW-12
MONITORING WELL
CONSTRUCTION LOG
PROJECT: Mt. Airy Water Quality Assessment
LOCATION: Mt. Airy, NC
GEOLOGIC UN
ENGINEERING, INC.
MONITORING WELL ID: MW-12S
CONSTRUCTION DATE: SJ31/2001
STAND PIPE CONSTRUCTION
MEASURING POINT ELEVATION 1025.80 ft AMSL
PAD DIMENSIONS 3 feet x 3 feet
GROUND SURFACE ELEVATION 1023.25 ft AMSL
BOREHOLE DIAMETER 9 inches to 5 feet below arade
4 inches from 5 feet to bottom
ANNULAR SPACE SEAL
TYPE OF SEAL Roanoke Portland Cement
RISER TYPE PVC
RISER DIAMETER 2 inches
TOP OF FILTER PACK SEAL
ELEVATION 1017.25 ft AMSL
DEPTH 6 feet
FILTER PACK SEAL TYPE Shur Plug 3/8 inch chios
TOP OF FILTER PACK
ELEVATION 1014.05 ft AMSL
DEPTH 9.2 feet
FILTER PACK TYPE #3 graded well sand
FILTER PACK SOURCE DSI
TOP OF SCREEN
ELEVATION 1012.25 ft AMSL
DEPTH 11 feet
SCREEN TYPE PVC
SCREEN DIAMETER 2 inches
SLOT SIZE 0.010 inch
BOTTOM OF SCREEN
ELEVATION 972.25 ft AMSL
DEPTH 51 feet
BOTTOM OF BOREHOLE
ELEVATION 972.25 ft AMSL
DEPTH 51 feet

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
MW-12
MONITORING WELL
CONSTRUCTION LOG
PROJECT: Mt. Airy Water Quality Assessment
LOCATION: Mt. Airy, NC
GEOLOGIC UN
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ENGINEERING, INC
MONITORING WELL ID: MW-12D
CONSTRUCTION DATE: 5/30/2001
STAND PIPE CONSTRUCTION
MEASURING POINT ELEVATION 1027.05 ft AMSL
PAD DIMENSIONS 3 feet x 3 feet
GROUND SURFACE ELEVATION 1023.75 ft AMSL
BOREHOLE DIAMETER 9 inches to 5 feet below grade
4 inches from 5 feet to bottom
ANNULAR SPACE SEAL
TYPE OF SEAL Roanoke Portland Cement
Tremie grouted
RISER TYPE PVC
RISER DIAMETER 2 inches
TOP OF FILTER PACK SEAL
ELEVATION 939.75 ft AMSL
DEPTH 84 feet
FILTER PACK SEAL TYPE _Shur Plug 3/8 inch chips
TOP OF FILTER PACK
ELEVATION 936.65 ft AMSL
DEPTH 87.10 feet
FILTER PACK TYPE #3 graded well sand
FILTER PACK SOURCE DSI
TOP OF SCREEN
ELEVATION 933.75 ft AMSL
DEPTH 90 feet
SCREEN TYPE PVC
SCREEN DIAMETER 2 inches
SLOT SIZE 0.010 inch
BOTTOM OF SCREEN
ELEVATION 923.75 ft AMSL
DEPTH 100 feet
BOTTOM OF BOREHOLE
ELEVATION 923.75 ft AMSL
DEPTH 100 Feet

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
LOG OF BORING: MW-13
Surry County Closed, Mt. Airy
Project No. G06061.0
Drilling contractor: Derry's Well Drilling
Date started:
5/30/2006
Surface elevation:
1005.75 ft (MSL)
Drill rig & method: 7.75" OD HSA
Date ended:
5/30/2006
Top of pipe elevation:
1008.48 ft (MSL)
Logged by: J. Pfohl
Completion depth:
44.00 ft
Depth to water (TOB):
32.00 ft
Stickup height:
2.73 ft
Depth to water (24hrs):
24.17 ft
Well Diagram
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Q E E Description of Material & Remarks M
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Saprolite - Silty Sand
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2
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Water observed while drilling
0
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35
40
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0
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Auger Refusal - Top of Competent Rock 961.75 ft. amsl.
45
Boring terminated at 44.0 feet
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary Engineers Environmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607(828) 262-1767

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
LOG OF BORING: MW-14
Surry County Closed, Mt. Airy
Project No. G06061.0
Drilling contractor: Derry's Well Drilling
Date started:
5/30/2006
Surface elevation:
1016.11 ft (MSL)
Drill rig & method: 7.75" OD HSA/6" OD DTH
Date ended:
5/30/2006
Top of pipe elevation:
1018.80 ft (MSL)
Logged by: J. Pfohl
Completion depth:
48.00 ft
Depth to water (TOB):
38.00 ft
Stickup height:
2.69 ft
Depth to water (24hrs):
38.50 ft
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Description of Material & Remarks
Well Diagram
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d
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5
10
15
20
25
30
35
40
45
50
Saprolite - Silty Sand
—————————-—————————-----——--——---———————————————————
Auger Refusal - Top of Competent Rock 1012.11 ft amsl
Schist, tan interlayered with saprolite, highly fractured.
Gneiss- gray moderatley hard
— ———-—————--——-----——--——---—————————--————————
Schist - brown, fractured
----------------------------------------------------
Gneiss
Schist -brown, dry
----------------------------------------------------
Gneiss
----------------------------------------------------
Schist
Groundwater observed - solvent odor
Gneiss
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65
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Boring terminated at 48.0 feet
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary Engineers Environmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607(828) 262-1767

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
LOG OF BORING: MW-15
Surry County Closed, Mt. Airy
Project No. G06061.0
Drilling contractor: Derry's Well Drilling
Date started:
6/22/2006
Surface elevation:
1073.23 ft (MSL)
Drill rig & method: 7.75" OD HSA/4" OD DTH
Date ended:
6/22/2006
Top of pipe elevation:
1075.96 ft (MSL)
Logged by: J. Pfohl
Completion depth:
57.00 ft
Depth to water (TOB):
49.50 ft
Stickup height:
2.73 ft
Depth to water (24hrs):
49.74 ft
Q
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Description of Material & Remarks
Saprolite Silty Sand
PWR - Hard Drilling
----------------------------------------------------
Auger Refusal - Top of Competent Rock 1045.23 ft amsl - Schist
---------------------------------------------- - - - - --
Highly weathered rock
Returned to competent rock
Well
Diagram
M
V
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5
10
20
25
30
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40
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50
55
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Boring terminated at 57.0 feet
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary Engineers Environmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607(828) 262-1767

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
LOG OF BORING: MW-16
Surry County Closed. Mt. Airy
Project No. G06061.0
Drilling contractor: Derry's Well Drilling
Date started:
6/21/2006
Surface elevation: 996.67 ft (MSL)
Drill rig & method: 7.75" OD HSA/4" OD DTH
Date ended:
6/21 /2006
Top of pipe elevation: 999.54 ft (MSL)
Logged by: J. Pfohl
Completion depth:
36.28 ft
Depth to water (TOB):
Stickup height:
2.87 ft
Depth to water (24hrs): 26.94 ft
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Description of Material & Remarks
Well Diagram
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4
J
Y
U
10
15
20
25
30
35
40
45
Saprolite - Silty Sand
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Auaer Refusal Top of Competent Rock 987.67 ft amsl
Gneiss/Schist
rx
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Boring terminated at 36.3 feet
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary Engineers Environmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607(828) 262-1767

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
LOG OF BORING: MW-17
Surry County, Mt. Airy Closed
Project No. G07063.0
Drilling contractor: Derry's Well Drilling
Date started:
6/1/2007
Surface elevation:
962.26 ft (MSL)
Drill rig & method: 5.5" DTH
Date ended:
6/1/2007
Top of pipe elevation:
965.43 ft (MSL)
Logged by: J. Pfohl
Completion depth:
15.32 ft
Depth to water (TOB):
9.48 ft
Stickup height:
3.17 ft
Depth to water (24hrs):
8.83 ft
Well Diagram
Q
0
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Description of Material & Remarks
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Gniess; grey, competent
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15
Boring terminated at 15.3 feet
20
25
30
35
40
45
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary Engineers Environmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607(828) 262-1767

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
LOG OF BORING: MW-18
Surry County, Mt. Airy Closed Project No. G07061.0
Drilling contractor: Derry's Well Drilling Date started: 6/1/2007 Surface elevation:
Drill rig & method: 7.75 OD HSA w/ SS Date ended: 6/1/2007 Top of pipe elevation:
Logged by: J. Pfohl Completion depth: 18.15 ft Depth to water (TOB): 10.18 ft
Stickup height: Depth to water (24hrs): 9.98 ft
Q
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Well Diagram
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Description of Material & Remarks
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16
Silty Sand; Dark brown with red clay nodules. micaceous, moist
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Silty Sand/Saprolite; moderate brown, few angular schist fragments,
a
5
dense relic structure, micaceous, moist
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89/10
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Silty Sand/Saprolite; dark brown, angular schist fragments, defined relic
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structure, micaceous, moist
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50/5
Silty Sand/Saprolite; same as above with more schist fragments, slightly
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weathered rock, wet
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15
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Boring terminated at 18.1 feet
20
25
30
35
40
45
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary Engineers Environmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607(828) 262-1767

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
LOG OF BORING: MW-19
Surry County, Mt. Airy Closed
Project No. G07063.0
Drilling contractor: Derry's Well Drilling
Date started: 6/1/2007
Surface elevation:
942.97 ft (MSL)
Drill rig & method: 7.75 HSA w/SS, 5.5 DTH
Date ended: 6/1/2007
Top of pipe elevation:
946.27 ft (MSL)
Logged by: J. Pfohl
Completion depth: 17.10 ft
Depth to water JOB):
10.03 ft
Stickup height: 3.30 ft
Depth to water (24hrs):
9.57 ft
Well Diagram
Q
0
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Description of Material & Remarks
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21
Sandy Silt; dark brown, with few black root fragments, high organic
content, micaceous, moist
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HSA Refusal on Rock seam (begin DTH)
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50/3
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PWR; moderately weathered rock, schist, brown, micaceous, dry
10
50/2
NO Recovery - PWR; moderately weathered rock, brown, schist
'� a
15
TOP OF COMPETENT ROCK = 925.89 ft amsl
Boring terminated at 17.1 feet
20
25
30
35
40
45
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary Engineers Environmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607(828) 262-1767

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
LOG OF BORING: MW-20
Surry County, Mt. Airy Closed
Project No. G07061.0
Drilling contractor: Derry's Well Drilling
Date started:
6/1/2007
Surface elevation:
1079.12 ft (MSL)
Drill rig & method: 5.5 DTH w/SS
Date ended:
6/1/2007
Top of pipe elevation:
1082.19 ft (MSL)
Logged by: J. Pfohl
Completion depth:
25.64 ft
Depth to water (TOB):
20.93 ft
Stickup height:
3.07 ft
Depth to water (24hrs):
19.53 ft
Well Diagram
Q
0
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Description of Material & Remarks
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19
%84/9
Silty Sand with Clay; red -brown, moderately cohesive, moist
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Silty Sand/Saprolite; dense angular rock fragments, few black silt
partings, micaceous, dry
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5
0
.,.•. •.•'•. •,
-----------------------------------------------------
HSA Refusal - TOP OF COMPETENT ROCK = 1072.12 ft amsl
v
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Gneiss grey competent, no evident fractures
10
15
m
n
groundwater encountered
Y
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20
CL
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25
Boring terminated at 25.6 feet
30
35
40
45
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary Engineers Environmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607(828) 262-1767

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
LOG OF BORING: MW-21
Surry County, Mt. Airy Closed Project No. G07063.0
Drilling contractor: Derry's Well Drilling Date started: 6/1/2007 Surface elevation: 962.22 ft (MSL)
Drill rig & method: 7.5 OD HSA w/SS, 5.5 DTH Date ended: 6/1/2007 Top of pipe elevation: 965.36 ft (MSL)
Logged by: J. Pfohl Completion depth: 15.41 ft Depth to water (TOB): 6.23 ft
Stickup height: 3.14 ft Depth to water (24hrs): 6.10 ft
Well Diagram
Q
0
E
E
Description of Material & Remarks
a
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a
14
Silty Sand; dark brown, micaceous, high organic content, few angular
Y
U_
schist fragments, moist
c2 0
= o
5
-- ---------------------------------------------
HSA Refusal on rock seam
o �
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----------------------------------------------------
= Q
a
85
Sandy Silt/Saprolite; relict structure, wet, almost PWR
o
N
10
----------------------------------------------------
TOP OF COMPETENT ROCK = 952.22 ft amsl
a o
7
>
0
large fracture - water encountered
v
U
N
15
Boring terminated at 15.4 feet
20
25
30
35
40
45
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary Engineers Environmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607(828) 262-1767

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
LOG OF BORING: MW-22
Surry County, Mt. Airy Closed
Project No. G07063.0
Drilling contractor: Derry's Well Drilling
Date started:
6/1/2007
Surface elevation:
950.23 ft (MSL)
Drill rig & method: 5.5 OD DTH
Date ended:
6/1/2007
Top of pipe elevation:
953.40 ft (MSL)
Logged by: J. Pfohl
Completion depth:
16.04 ft
Depth to water JOB):
4.63 ft
Stickup height:
3.17 ft
Depth to water (24hrs):
4.60 ft
Q
(D_
m
Well Diagram
Q
0
E
E
Description of Material & Remarks
o
(n
U)
/
M
Q
.
Sandy Silt; dark brown, few black root fragments, high organic content,
Y
U
y
23
micaceous, moist
0
U
50/4
:°°•a°.':::
----------------------------------------------------
Sandy Silt/Saprolite; moderately brown, dense, several angular rock
= a
15 s
5
fragments, moist, heavily weathered rock
(V
83
Sandy Silt; same as above, wet
N
d
d
Y
10
75
o
>
50/3
----------------------------------------------------
TOP OF COMPETENT ROCK = 936.23 ft amsl; moderately weathered
15
gneiss, wet
N
Boring terminated at 16.0 feet
20
25
30
35
40
45
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary Engineers Environmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607(828) 262-1767

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
LOG OF BORING: MW-23
Surry County, Mt. Airy Closed
Project No. G07063.0
Drilling contractor: Derry's Well Drilling
Date started:
6/1/2007
Surface elevation:
952.09 ft (MSL)
Drill rig & method: 7.75 OD HSA w/SS
Date ended:
6/1/2007
Top of pipe elevation:
955.31 ft (MSL)
Logged by: J. Pfohl
Completion depth:
17.10 ft
Depth to water (TOB):
8.19 ft
Stickup height:
3.22 ft
Depth to water (24hrs):
8.16 ft
Q
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0
E
v7
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Description of Material & Remarks
Sandy Silt with clay; red -brown, relict structure, organic debris, moist
Well Diagram
N
a
Y
U_
J N
20
2 6
U
U
33
Sandy Silt; dark brown, few balck organic silt nodules, micaceous, moist
a
0
5
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CD (V
35
Sandy Silt; same as above, wet
= a
10
a
m
o
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41
Sandy Silt; moderate brown, few angular schist fragments, micaceous,
c p
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' a
wet
15
Boring terminated at 17.1 feet
20
25
30
35
40
45
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary Engineers Environmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607(828) 262-1767

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Mw. 13
3.
NON-RESIDENTIAL ONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individual) Name
Derry's Well Drilling
Well Contractor Company Name
STREET ADDRESS 44283-A NC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
704 - 982-3070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable)
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring © Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 5/30/06
TIME COMPLETED 2:30
3. WELL LOCATION:
CITY: Ararat
AM PM El
COUNTY NC
419 Landfill Road 27007
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
®Slope ❑ Valley ❑ Flat [:]Ridge ❑ Other
(check appropriate box)
LATITUDE Av_�G aSS. J (M'M May be in degrees,
minutes, seconds or
LONGITUDE SC 34 -Of, SW 1 in a decimal format
Latitude/longitude source: gGPS El Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Surry Co. Closed Landfill
STREET ADDRESS 419 Landfill Road
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PO Box 1542
Mount Airy NC 27030
City or Town State Zip Code
33(_ 6 _)- 401-8376
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 35.78'
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO E4
c. WATER LEVEL Below Top of Casing: 26.90 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.00 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING: Thickness/
Depth Diameter WeF% Material
From 0 To 20.78 Ft. 2" sc
From To Ft.
From To Ft.
7. GROUT: Depth Material Method
From 0 To 16.5 Ft Neat Cement Tremie
From 16.5 To�— Ft. 318" Bentonite Chips Pour
From 35.78 To 44 Ft Neat Cement Tremie
8. SCREEN: Depth Diameter Slot Size Material
From 20.78 To 35.78 Ft.2" in. 0.10 in. PVC
From To Ft. in. in.
From To Ft. in. in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 19.5 To 35.78 Ft. #2 Filter Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0 44 fe
11. REMARKS:
MW-13 Installed as type II MW for monitoring downgradient of closed MSWLF
I DO HEREBY C FYTHATTH WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C LL C TR ON STANDARDS, AND THAT A COPY OF THIS
RECOR H EES OVI 0THE WELL OWNER.
7/1/06
SIGNA E OF CERTOIED WELL CONTRACTOR DATE
©1 rty vAev,r✓#
PRINTECINAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
s srrMW 14
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural. Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individuall Name
Derry's Well Drilling
Well Contractor Company Name
STREET ADDRESS 44283-A NC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
982-3070
Area code Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable)
STATE WELL PERMIT#(if applicable)
DWQ or 01fHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring © Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 5/30/06
TIME COMIPLETED 630 AM ❑ PM E:i
3. WELL LOQATION:
CITY: Ara�lrat COUNTY NC
419 Landfill Road 27007
(Street Nartie, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGR�IIPHIC / LAND SETTING:
El Slope ❑,/alley & Flat ❑ Ridge El Other
(heck appropriate box)
LATITUDE 36'ab 03.1115 May be in degrees,
minutes, seconds or
LONGITUDE _0 4 0 11.3441 T in a decimal format
Latitude/longitude source: B GPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITYl is the name of the business where the well is located.
FACILITY11D #(if applicable)
NAME OFIFACILITY Surry Co. Closed Landfill
i
STREET ADDRESS 419 Landfill Road
i
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PO Box 1542
Mount Airy NC 27030
City
or Town State Zip Code
( 336
j_ 401-8376
Phone number
Area code,-
5. WELL DETAILS:
TOTAL
DEPTH: 48.03'
a.
b. DOES
WELL REPLACE EXISTING WELL? YES ❑ NO B
c. WATE
LEVEL Below Top of Casing: 41.19 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.00 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 38.18 To From To
From To From To
From To From To
6. CASING: Thickness/
Depth Diameter Wehi % Matterial
From 0 To 33.03 Ft.2" sc PVC
From To Ft.
From To Ft.
7. GROUT: Depth Material Method
From 0 To 29.5 Ft. Neat Cement Tremie
From 29•5 To Ft. 3/8" Bentonite Chips Pour
From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
From 33.03 To 48.03 Ft.2" in. 0.10 in. PVC
From To Ft. in. in.
From To Ft. in. in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 32 To 48.03 Ft. #2 Filter Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0 6 Soil
6 48.03 PWR to Rock
11. REMARKS:
MW-14 Installed as type II MW for monitoring downgradient of closed MSWLF
I DO HEREBY C FY THAT THIS E L WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC �2c�!_L CON UC O STANDARDS, AND THAT A COPY OF THIS
RECORD N P IDE HE WELL OWNER.
7/1/06
SI U O CE IF DWELL CONTRACTOR DATE
D1101 R. "n cv c "ft
PRINTEP NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Srvice Center— Raleigh, INC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
4r, Tt
<,
' NONRESIDENTIAL WELL CONSTRUCTION RECORD (AW
North Carolina Department of Environment and Natural Resources -Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL C
NTRACTOR:
Derry H
neycutt
Well Contractor
(Individual) Name
Derry's
ell Drilling
Well Con ractor
Company Name
STREET
DDRESS 44283-A NC 24/27/73
NC 28002
Albema le
ity
or Town State Zip Code
704
_ 982-3070
Area cod
Phone number
2. WELL IN
ORMATION:
SITE W
LL ID #(if applicable)
STATE
ELL PERMIT#(if applicable)
DWQ or
THER PERMIT #(if applicable)
WELL USE (Check
Applicable Box) Monitoring © Municipal/Public ❑
Industrial/C
mmercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation
Other ❑ (list use)
DATE DR
LLED 6/22/06
TIME CO
PLETED 8:30 AM ❑ PM
3. WELL LO
ATION:
CITY: Ar
rat COUNTY NC
419 Land
ill Road 27007
(Street Na
e, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGR
PHIC / LAND SETTING:
giSlope ❑
Valley ❑ Flat ❑ Ridge ❑ Other
LATITUD
LONGITU
check appropriate box)
1J, Oi . 17'$ May be in degrees,
minutes, seconds or
E Ii 3 • �� 3� in a decimal format
Latitude/1
ngitude source: 4GPS ❑Topographic map
(locatio
of well must be shown on a USGS topo map and
attach
d to this form f not using GPS)
4. FACILITY
is the name of the business where the well is located.
FACILITY
ID #(if applicable)
NAME OF
FACILITY Surry Co. Closed Landfill
DDRESS 419 Landfill Road
STREET
NC 27007
Ararat
City or
own State Zip Code
CONTACT
PERSON Mr. Jerry Snow
DDRESS PO Box 1542
MAILING
NC 27030
Mount Ai
City o
Town State Zip Code
( 336 )
401-8376
Area code
Phone number
S. WELL DETAILS:
a. TOTAL
EPTH: 56.98'
b. DOES
ELL REPLACE EXISTING WELL? YES ❑ NO p
c. WATER
LEVEL Below Top of Casing: 52.47 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.00 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 49.47 To From To
From To From To
From To From To
6. CASING: Thickness/
Depth Diameter W i Material
From 0 To 41.98 Ft, 2" Sc� V PVC
From To Ft.
From To Ft.
7. GROUT: Depth Material Method
From 0 To 37.5 Ft Neat Cement Tremie
From 37.5 To4UM� Ft. 3/8" Bentonite Chips Pour
From To Ft.
a. SCREEN: Depth Diameter Slot Size Material
From 41.98 To 56.98 Ft.2" in. 0.10 in. PVC
From To Ft. in. in.
From To Ft. in. in.
9. SANDIGRAVEL PACK:
Depth Size Material
From 40.38 To 56.98 Ft. #2 Filter Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0 28 Soil
28 56.98 Rock
11. REMARKS:
MW-15 Installed as type 11 MW for monitoring downgradient of closed MSWLF
I DO HEREBY CE YTHAT THIS ELL WAS CONSTRUCTED IN ACCORDANCE WITH
ISA NCAC 2C, WL
CO RUCT STANDARDS, AND THAT A COPY OF THIS
RECORD N P TR E WELL OWNER.
7/1 /06
SIG A U OF CERTI D WELL CONTRACTOR DATE
Derry v
PRINT D NAME 09 PERSON CONSTRUCTING THE WELL
Submit the riginal to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Se ice Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568, Rev. 7105

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
S1A P
k551
1 1' ON-RESIDEN7'IAL WELL CONSTRUCTION RECORD
ti ;!/ North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individual) Name
Derry's Well Drilling
Well Contractor Company Name
STREET ADDRESS 44283-A NC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
70( 4 mil- 982-3070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable)
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring © Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 6/21/06
TIME COMPLETED 8:15 AM E� PM El
3. WELL LOCATION:
CITY: Ararat COUNTY NC
419 Landfill Road 27007
(Street Name, Numbers, Community, Subdi\Asion, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
}Slope Walley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE JI 16 Oq .'Cg0 k May be in degrees,
minutes, seconds or
LONGITUDE0 in a decimal format
Latitude/longitude source: 4IGPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Surry Co. Closed Landfill
STREET ADDRESS 419 Landfill Road
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PO Box 1542
Mount Airy NC 27030
City or Town State Zip Code
( 336 )- 401-8376
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 36.28'
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Below Top of Casing: 26.94 FT
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.00 FT. Above Land Surface*
*Top of casing terminated attor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 23.94 To From To
From To From To
From To From To
6. CASING: Thickness/
Depth Diameter Wightt Material
From 0 To 21.28 Ft. 2" scPh 40 PVC
From To Ft.
From To Ft.
7. GROUT: Depth Material Method
From 0 To 18.25 Ft Neat Cement Tremie
From 18.25 Tom— Ft. 318" Bentonite Chips Pour
From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
From 21.28 To 36.28 Ft-2" in. 0.10 in. PVC
From To Ft. in. in.
From To Ft. in. in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 20.5 To 36.28 Ft. #2 Filter Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0 9 Soil
9 36.28 Rock; Gneiss
11. REMARKS:
MW-16 Installed as type II MW for monitoring downgradient of closed MSWLF
I DO HEREBY C FY THAT IS L AS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C LL CO uc-n ANDARDS, AND THAT A COPY OF THIS
RECORD EENP DED T WELL O ER.
I
7/1/06
SIGNATL,PE OF CERTIFIOWELL CONTRACTOR DATE
I)s rh/ V �V%iLV &-
PRINTE NAME OFfPERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: information. Mgt., Form GW-1b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
SI ire
NONRESIDENTIAL WELL CONSTRUCTION RECORD
y: If o North Carolina Department of Environment and Natural Resources- Division of Water Quality
�`� • > ? WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individual) Name
Derry's Well Drilling Inc.
Well Contractor Company Name
STREETADDRESS 44283-A NC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
7( 04 )- 982-9070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MW-17
WELL CONSTRUCTION PERMIT#(if applicable)
OTHER ASSOCIATED PERMIT #(if applicable)
3. WELL USE (Check Applicable Box) Monitoring❑ Municipal/Public❑
Ind ustrial/Commercial❑ Agricultural❑ Recovery❑ Injection❑
Imgationp Other❑ (list use)
DATE DRILLED 6/1/07
TIME COMPLETED 9:30 AMIN PM❑
4. WELL LOCATION:
CITY: Ararat COUNTY NC
419 Landfill Rd. a7007
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope Ip Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
36.4338922 May e in degrees,
LATITUDE _ _ minutes, seconds or
LONGITUDE 80.572245 in a decimal format
Latitude/longitude source: 0 GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
6. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Surry Co. Closed MSWLF
STREET ADDRESS 419 Landfill Rd.
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PO BOX 1542
Mount Airy NC 27030
City or Town State Zip Code
(336 )-401-8376
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 15.32
b. DOES WELL REPLACE EXISTING WELL? YES❑ NOS
c. WATER LEVEL Below Top of Casing: 8.83 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.00 FT. Above Land Surface'
'Top of casing terminated attor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 10 To 10.5 From To
From To From To
From To From To
7. CASING: Thickness/
Depth plameter Wei ht Material
From 0 To 5.32 Ft. 2 SCA4fl PVC
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From 0 To 3 Ft. Neat Cement Pour
From--3- To 5.10 Ft. 3/8" Bent. Chips Pour
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From 5.32 To 15.32 Ft. 2 in. 0.01 in. PVC
From To Ft. in. in.
From To Ft. in. - in.
10. SAND/GRAVEL PACK:
Depth Size Material
From 5.IG To IS-32 Ft. #2 FilteF Sand
From To Ft.
From To Ft.
11.DRILLING LOG
From To Formation Description
Q I S- 31 Rock } Gr.:g Gat is s
12. REMARKS:
�+^wngradient of closedMSWLF
I DO HEREBY CE Y THAT THIS WEL AS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, L PRO CONS UCTION TANDAROS, AND THAT A COPY OF THIS
RECORD H S N EDT E WELL OW
SIGNA R OF CERTI IE EL CONTRACTOR DATE
Decn� l.- 4t, lie(ACA
PRINTED E OF PERSON C STRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 3/07

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individual) Name
Derry's Well Drilling Inc.
Well Contractor Company Name
STREET ADDRESS 44283-A NC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
7( 04 )- 982-9070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MWA 8
WELL CONSTRUCTION PERMIT#(if applicable)
OTHER ASSOCIATED PERMIT #(if applicable)
3. WELL USE (Check Applicable Box) Monitoring El Municipal/Public❑
Industrial/Commercial❑ Agricultural❑ Recovery[] Injection❑
Irrigation[] OtherD (list use)
DATE DRILLED 6/1/07
TIME COMPLETED 1:20 AM❑ PM®
4. WELL LOCATION:
CITY: Ararat COUNTY NC
419 Landfill Rd. a100 7
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope I Valley 0 Flat ❑ Ridge 0 Other
(check appropriate box)
May be in degrees,
LATITUDE 36.433015639 minutes, seconds or
LONGITUDE 80.572032 in a decimal format
Latitude/longitude source: 0 GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Surry Co. Closed MSWLF
STREET ADDRESS 419 Landfill Rd.
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PO Box 1542
Mount Airy NC 27030
City or Town State Zip Code
(336 1-401-8376
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 18.15
b. DOES WELL REPLACE EXISTING WELL? YES❑ NOE)
c. WATER LEVEL Below Top of Casing: 9•98 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.00 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 6.98 To 18.15 From To
From To From To
From To From To
7. CASING: Thickness/
Depth lameter Weight Material
From 0 To 8.15 Ft. 1 S(:nl+u F'VU
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From 0 To 5 Ft. Neat Cement Tremie
From_5 To 7 Ft. 3/8" Bent. Chi Pour
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From 8.15 To 18.15 Ft. 2 in. 0.01 in. PVC
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From 7 To 1% J S Ft. #2 Foke.
Sand
From To Ft. —
From —To— Ft.
11.DRILLING LOG
From To Formation Description
O 3.5 $, S f
3,5 t�•Ig
1'N4 P r� [n1 [ iJI t0�
12. REMARKS:
WAf 1 o I n aars type tt MVV f.,F MgRlt9ring
Agradient of closed 11 SWI 1=
I DO HEREBY C FY THAT THIS W L WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C L CON RU I STANDARDS, A THAT A COPY OF THIS
RECORD EN P IDE T THE WELL OWN
V-a8-o
SIGNA UR F CERTI IED LL CONTRACTOR DATE
Dexyq L - hu
PRINTED N ME OF PERSON CO STRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 3/07

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
NON-RESIDENTIAL
1 � ONRESIDENTIAL WELL CONSTRUCTION RECORD
..
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individual) Name
Derry's Well Drilling Inc.
Well Contractor Company Name
STREET ADDRESS 44283-A NC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
7( 04 )- 982-9070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MW-19
WELL CONSTRUCTION PERMIT#(if applicable)
OTHER ASSOCIATED PERMIT #(if applicable)
3. WELL USE (Check Applicable Box) Monitoring11 Municipal/Public❑
Ind ustrial/Commercial❑ Agricultural❑ Recovery❑ Injection❑
Irrigationp Other❑ (list use)
DATE DRILLED 6/1 /07 -
TIME COMPLETED 11:50 AM® PM❑
4. WELL LOCATION:
CITY: Ararat COUNTY NC
419 Landfill Rd. a 7 00 %
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope It Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box) May be in degrees,
LATITUDE 36.433015639 minutes, seconds or
LONGITUDE 80.572032 in a decimal format
Latitude/longitude source: i GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID Cif applicable)
NAME OF FACILITY Slurry CO. Closed MSWLF
STREETADDRESS 419 Landfill Rd.
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PO Box 1542
Mount Airy NC 27030
City or Town State Zip Code
( 336 )- 401-8376
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 17.10
b. DOES WELL REPLACE EXISTING WELL? YES❑ NON
c. WATER LEVEL Below Top of Casing: 9•57 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.00 FT. Above Land Surface`
*Top of casing terminated attor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
If. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 10 To 17.10 From To
From To From To
From To From To
7. CASING: Thickness/
Depth plameter Weight Material
From 0 To 7.10 Ft. 2 scnl+u 11yu
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From 0 To 4 Ft. Neat Cement Tremie
From_4 To 6 Ft. 3/8" Bent. Chips Pour
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From 7.10 To 17.10 Ft. 2 in. 0.01 in, PVC
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From 6 To 1 7.10 Ft. #2 ; flier Send
From To Ft. -
From -To- Ft.
11.DRILLING LOG
From To Formation Description
0 6S S
6.t 4.9 a
4.9 17-16
12. REMARKS:
rlou�Tadiont of closed AQS\A(I_F
I DO HEREBY C IFY THAT THIS LL WAS CONSTRUCTED IN ACCORDANCE WITH.
15A NCAC 2C LL CO TR TI N STANDARDS, AND THAT A COPY OF THIS
RECORD H EN P VID T THE WELL O
O'V C
SIGNjrLJV OF CERTIFIEC&VELL CONTRACTOR DATE
PRINTED NA E OF PERSON CON T UCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 3/07

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
�lI y
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individual) Name
Derry's Well Drilling Inc.
Well Contractor Company Name
STREET ADDRESS 44283-A NC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
7( 04 )-982-9070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID *(if applicable) MW-20
WELL CONSTRUCTION PERMIT#(if applicable)
OTHER ASSOCIATED PERMIT #(if applicable)
3. WELL USE (Check Applicable Box) Monitoring® Municipal/Public❑
Industrial/Commercial❑ Agricultural❑ Recoveryp Injection❑
Irrigationp Other❑ (list use)
DATE DRILLED 6/1/07
TIME COMPLETED 10:30 AMD PM❑
4. WELL LOCATION:
CITY: Ararat COUNTY NC
419 Landfill Rd. a 7 0 Q 7
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope 0 Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
May be in degrees,
LATITUDE 36.4326887 minutes, seconds or
LONGITUDE 80.56910777 in a decimal fonnat
Latitude/longitude source: 0 GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Surry Co. Closed MSWLF
STREET ADDRESS 419 Landfill Rd.
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PO BOX 1542
Mount Airy NC 27030
City or Town State Zip Code
33(_ 6 )- 401-8376
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 25.64
b. DOES WELL REPLACE EXISTING WELL? YES❑ NOD
c. WATER LEVEL Below Top of Casing: 19.53 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.00 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
- a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 17 To 17.5 From To
From To From To
From To From To
7. CASING: Thickness/
Depth plameter Weight Material
From 0 To 10.64 Ft, 2 sc1`14v h'VU
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From 0 To 7 Ft. Neat Cement Tremie
From 7 To 9.5 Ft. 3/8" Bent. Chips Pour
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From 10.64 To 25.64 Ft. 2 in. 0.01 in. PVC
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From 9.5 To 15.64 Ft. #2 filter Sand
From To Ft. -
From -To- Ft.-
1 I.DRILLING LOG
From To Formation Description
0 S/�.� 8 raw✓i
7 �,(n 1R 011=3S co'
12. REMARKS:
downgradient of clesgd MSWLF
I DO HEREBY CE Y THAT THIS W L WAS CONSTRUCTED IN ACCORDANCE WITH
I5A NCAC 2C, CON RU TI STANDARDS, AND THAT A COPY OF THIS
RECORD A N P IDE T T HE WELL OWNE
�- aS40`7
SIGN UR F C R IE WELL CONTRACTOR DATE
Oefro L 1 I u new{ fE
PRINTED qPE OF PERSON CQJSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No, [phone] ext 568. Rev. 3/07

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
F
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
`` •<�kw2. ! '' WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individual) Name
Derry's Well Drilling Inc.
Well Contractor Company Name
STREET ADDRESS 44283-A NC 24/27/73
Albemarle NC, 28002
City or Town State Zip Code
7( 04 )- 982-9070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID *(if applicable) MW-21
WELL CONSTRUCTION PERMIT#(if applicable)
OTHER ASSOCIATED PERMIT #(if applicable)
3. WELL USE (Check Applicable Box) Monitoring Municipal/Public❑
Industrial/Commercial❑ Agricultural❑ Recovery[] Injection❑
Irrigationp Other❑ (list use)
DATE DRILLED 6/1 /07
TIME COMPLETED 3:30 AM❑ PMG
4. WELL LOCATION:
CITY: Ararat COUNTY NC
419 Landfill Rd. 27007
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope II Valley ❑ Flat ❑ Ridge 0 Other
(check appropriate box) May be in degrees,
LATITUDE 36.434277833 minutes, seconds or
LONGITUDE 80.568596 in a decimal format
Latitude/longitude source: 0 GPS 0 Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Surry Co. Closed MSWLF
STREET ADDRESS 419 Landfill Rd.
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PO BOX 1542
Mount Airy NC 27030
City or Town State Zip Code
336 )-401-8376
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 15.41
b. DOES WELL REPLACE EXISTING WELL? YES❑ NOD
c. WATER LEVEL Below Top of Casing: 6.10 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.00 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 6 To 6.50 From To
From To From To
From To From To
7. CASING: Thickness/
Depth Diameter Weight Material
From 0 To 5.41 Ft. 4 5c:nL+U I'VU
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From 0 To 3 Ft. Neat Cement Tremie
From 3 To--5 Ft. 3/8" Bent. Chi Pour
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From 5.41 To 15.41 Ft. 2 in. 0.01 in. PVC
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From 5 To ISM I Ft. #2 `ilte; R'"A - -
From 15.41 To IID Ft.
From To Ft.
11.DRILLING LOG
From To Formation Description
a
S 6.
16 Sa t
16 It, a vs
12. REMARKS:
WA -21 Installed as type II MW for menitering
doWngradient-af clesed MSWLF.
11
1 DO HEREBY C FY THA THI LL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C LL CO RU STANDARDS, AND THAT A COPY OF THIS
RECOR H EN P to THE WELL NE ,.ry
CJ
SIGN T OF CERT WELL CONTRACTOR DATE
Lys L - (,Gt2 q6U f
PRINTED NAIU OF PERSON COKVRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center - Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 3/07

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
f \ � NONRESIDENTIAL WELL CONSTRUCTION RECORD
t l North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individual) Name
Derry's Well Drilling Inc.
Well Contractor Company Name
STREET ADDRESS 44283-A NC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
7( 04 )- 982-9070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MW-22
WELL CONSTRUCTION PERMIT#(if applicable)
OTHER ASSOCIATED PERMIT #(if applicable)
3. WELL USE (Check Applicable Box) Monitoring Municipal/Public❑
Industrial/Commercial❑ Agricultural❑ Recovery(] Injection❑
Irrigation0 OtherO (list use)
DATE DRILLED 6/1 /07
TIME COMPLETED 2:00 AM❑ PMO
4. WELL LOCATION:
CITY: Ararat COUNTY NC
419 Landfill Rd. 27007
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope B Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
May be in degrees,
LATITUDE 36.435334111 minutes, seconds or
LONGITUDE 80.567269 in a decimal format
Latitude/longitude source: III GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Surry CO. Closed MSWLF
STREET ADDRESS 419 Landfill Rd.
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PO Box 1542
Mount Airy NC 27030
City or Town State Zip Code
33( 6 _)- 401-8376
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 16.04
b. DOES WELL REPLACE EXISTING WELL? YESO NOE
c. WATER LEVEL Below Top of Casing: 4.60 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.00 FT, Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): na METHOD OF TEST na
f. DISINFECTION: Type na Amount na
g. WATER ZONES (depth):
From 1.60 To >16.04 From To
From To From To
From To From To
7. CASING: Thickness/
Depth Diameter Weight Material
From 0 To 6.04 Ft.4 6un.+U NVU
From To Ft.
From To Ft.
8. GROUT: Depth Material Method
From 0 To 3. Ft. Neat Cement Tremie
From 3 To 5 Ft. 3/8" Bent. Chi Pour
From To Ft.
9. SCREEN: Depth Diameter Slot Size Material
From 6.04 To 16.04 Ft. 2 in. 0.01 in. PVC
From To Ft. in. in.
From To Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
From 5 To- 1!�04 Ft. #2 Rlter SaAd
From To Ft.
From To Ft.
11.DRILLING LOG
From To Formati n Descri tion
S
3.5 I16,44 n.
12. REMARKS:
downgradient of dared MSWLF
I DO HE/C12
FY THA THIS - LL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCCO R T N STANDARDS AND THAT A COPY OF THIS
RECORP VID D THE ER.
<9- "-_V—d
SIGNATU OF CERTIFI WELL CONTRACTOR DATE
w
PRINTED E OF PERSON CON TRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1 b
1617 Mail Service Center— Raleigh, NC 276.99-1617 Phone No. [phone] ext 568. Rev. 3/07

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
S�:9rki
y NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2663
1. WELL CONTRACTOR:
Derry Huneycutt
Well Contractor (Individual) Name
Derry's Well Drilling Inc:
Well Contractor Company Name
STREETADDRESS 44283-A NC 24/27/73
Albemarle NC 28002
City or Town State Zip Code
7( 04 )- 982-9070
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MW-23
WELL CONSTRUCTION PERMIT#(if applicable)
OTHER ASSOCIATED PERMIT #(if applicable)
3. WELL USE (Check Applicable Box) Monitoring® Municipal/Public❑
Industrial/Commercial❑ Agricultural❑ Recovery❑ Injection❑
Irrigation❑ Other❑ (list use)
DATE DRILLED 6/1/07
TIME COMPLETED 4:20 AM❑ PME
4. WELL LOCATION:
CITY: Ararat COUNTY NC
419 Landfill Rd. 27007
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING
❑ Slope ® Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box) May be in degrees,
LATITUDE 36.439015556 minutes, seconds or
LONGITUDE 80.571788 in a decimal format
Latitude/longitude source: 0 GPS ❑ Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
5. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Surry Co. Closed MSWLF
STREET ADDRESS 419 Landfill Rd.
Ararat NC 27007
City or Town State Zip Code
CONTACT PERSON Mr. Jerry Snow
MAILING ADDRESS PO BOX 1542
Mount Airy NC 27030
City or Town State Zip Code
(336 )- 401-8376
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 17.10
b. DOES WELL REPLACE EXISTING WELL? YES❑ NO0
c. WATER LEVEL Below Top of Casing: 8.16 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.00
FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with
15A NCAC 2C .0118.
e. YIELD (gpm): na
METHOD OF TEST na
f. DISINFECTION: Type na
Amount na
g. WATER ZONES (depth):
From 5.16 To 17.10
From To
From To
From To
From To
From To
7. CASING:
Thickness/
0
Depth lameter Weight
7.10 f.
Material
From
To
Ft. SL'n<+u
11VU
From
To
Ft.
From
To
Ft.
8. GROUT:
Depth
Material
Method
From 0
To 4
Ft. Neat Cement
Tremie
From-4—
To 6.05
Ft, 3/8" Bent. Chits
Pour
From
To
Ft.
9. SCREEN:
Depth
Diameter Slot Size
Material
From 7.10
To 17.10
Ft. 2 in. 0.01 in,
PVC
From
To
Ft. in. in.
From
To
Ft. in. in.
10. SAND/GRAVEL PACK:
Depth
_
Size Material
From 6. 05
To) 7.10 Ft. #2 Filter Sand
From
To
Ft.
From
To
Ft.
11.DRILLING LOG
From To Formation Description
0 3,5 S W
3,S iY.lo ,
ALMA
J
12. REMARKS:
dowAgradient of closed MSWLP.
I DO HEREBY IFY THA THIS W L WAS CONST CTED IN ACCORDANCE WITH
15A NCAC 2 LL CO RU T STANDARDS D THAT A COPY OF THIS
RECOR EEN P ID �T THLWQLLQW06VT
v
SIG ATU OF C RTIFJM WELL CONTRACTOR DATE
OF PERSON CONSTRUCTING
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1 b
1617 Mail Service Center — Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 3107

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Appendix
Laboratory Analytical Report
April 2023 Semi -Annual Monitoring Report
Surry County Closed CRD/MSW landfill
NC Solid Waste Permit No. 86-02

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
This page intentionally left blank

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
4/28/2023
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh, NC, 27603
Ref: Analytical Testing
Lab Report Number: 23-104-0101
Client Project Description: Surry County MSW
Site: 86-02
Dear Seth C. Rickerts:
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 4/14/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated.
Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as -
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report.
Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
a'-1
Angela D Overcash
Senior Project Manager
Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.
Page 1 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
■
Waypoint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointana lytica Isom
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2023
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2023
South Carolina
State Program
99012
12/31/2022
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State
Program
Lab ID
Expiration Date
Alabama
State Program
40750
02/29/2024
Arkansas
State Program
88-0650
02/07/2024
California
State Program
2904
06/30/2023
Florida
State Program
- NELAP
E871157
06/30/2023
Georgia
State Program
C044
11/14/2025
Georgia
State Program
04015
06/30/2023
Illinois
State Program
- NELAP
200078
10/10/2023
Kentucky
State Program
80215
06/30/2023
Kentucky
State Program
KY90047
12/31/2023
Louisiana
State Program
- NELAP
LA037
12/31/2023
Louisiana
State Program
- NELAP
04015
06/30/2023
Mississippi
State Program
MS
11/14/2025
North Carolina
State Program
47701
07/31/2023
North Carolina
State Program
415
12/31/2023
Pennsylvania
State Program
- NELAP
68-03195
05/31/2024
South Carolina
State Program
84002
06/30/2023
Tennessee
State Program
02027
11/14/2025
Texas
State Program
- NELAP
T104704180
09/30/2023
Virginia
State Program
00106
06/30/2023
Virginia
State Program
- NELAP
460181
09/14/2023
Page 1 of 1 00016/23-104-0101
Page 2 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
(2)
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Sample Summary Table
Report Number: 23-104-0101
Client Project Description: Surry County MSW
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
Method
Lab ID
93753
SW-2
Aqueous
04/10/2023
14:45
04/14/2023
93753
SW-2
Aqueous
04/10/2023
14:45
04/14/2023
6020B
WP
MTN
93754
SW-3
Aqueous
04/10/2023
15:00
04/14/2023
93754
SW-3
Aqueous
04/10/2023
15:00
04/14/2023
6020B
WP
MTN
93755
SW-4
Aqueous
04/10/2023
15:20
04/14/2023
93755
SW-4
Aqueous
04/10/2023
15:20
04/14/2023
6020E
WP
MTN
93756
MW-12S
Aqueous
04/11/2023
09:30
04/14/2023
93756
MW-12S
Aqueous
04/11/2023
09:30
04/14/2023
6020E
WP
MTN
93757
MW-20
Aqueous
04/11/2023
10:10
04/14/2023
93757
MW-20
Aqueous
04/11/2023
10:10
04/14/2023
6020E
WP
MTN
93758
MW-9
Aqueous
04/11/2023
10:30
04/14/2023
93758
MW-9
Aqueous
04/11/2023
10:30
04/14/2023
6020E
WP
MTN
93759
MW-13
Aqueous
04/11/2023
10:50
04/14/2023
93759
MW-13
Aqueous
04/11/2023
10:50
04/14/2023
6020E
WP
MTN
93760
MW-15
Aqueous
04/11/2023
11:15
04/14/2023
93760
MW-15
Aqueous
04/11/2023
11:15
04/14/2023
6020B
WP
MTN
93761
MW-7
Aqueous
04/11/2023
12:40
04/14/2023
93761
MW-7
Aqueous
04/11/2023
12:40
04/14/2023
6020E
WP
MTN
93762
MW-6
Aqueous
04/11/2023
13:00
04/14/2023
93762
MW-6
Aqueous
04/11/2023
13:00
04/14/2023
6020E
WP
MTN
93763
SW-1
Aqueous
04/12/2023
09:30
04/14/2023
93763
SW-1
Aqueous
04/12/2023
09:30
04/14/2023
6020E
WP
MTN
93764
MW-16
Aqueous
04/12/2023
10:00
04/14/2023
93764
MW-16
Aqueous
04/12/2023
10:00
04/14/2023
6020E
WP
MTN
93765
MW-19
Aqueous
04/12/2023
10:45
04/14/2023
93765
MW-19
Aqueous
04/12/2023
10:45
04/14/2023
6020E
WP
MTN
93766
MW-22
Aqueous
04/12/2023
11:15
04/14/2023
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
(2)
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Sample Summary Table
Report Number: 23-104-0101
Client Project Description: Surry County MSW
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
Method
Lab ID
93766
MW-22
Aqueous
04/12/2023
11:15
04/14/2023
6020B
WP
MTN
93767
MW-17
Aqueous
04/12/2023
11:30
04/14/2023
93767
MW-17
Aqueous
04/12/2023
11:30
04/14/2023
6020B
WP
MTN
93768
MW-14
Aqueous
04/12/2023
13:30
04/14/2023
93768
MW-14
Aqueous
04/12/2023
13:30
04/14/2023
6020E
WP
MTN
93769
MW-21
Aqueous
04/12/2023
13:45
04/14/2023
93769
MW-21
Aqueous
04/12/2023
13:45
04/14/2023
6020E
WP
MTN
93770
MW-23
Aqueous
04/12/2023
14:00
04/14/2023
93770
MW-23
Aqueous
04/12/2023
14:00
04/14/2023
6020E
WP
MTN
93771
MW-1
Aqueous
04/12/2023
14:15
04/14/2023
93771
MW-1
Aqueous
04/12/2023
14:15
04/14/2023
6020E
WP
MTN
93772
MW-11
Aqueous
04/12/2023
14:45
04/14/2023
93772
MW-11
Aqueous
04/12/2023
14:45
04/14/2023
6020E
WP
MTN
93773
MW-18
Aqueous
04/12/2023
15:45
04/14/2023
93773
MW-18
Aqueous
04/12/2023
15:45
04/14/2023
6020E
WP
MTN
93927
WSW-2
Aqueous
04/12/2023
15:00
04/14/2023
93927
WSW-2
Aqueous
04/12/2023
15:00
04/14/2023
6020E
WP
MTN
93928
TRIP BLANKS
Aqueous
04/12/2023
04/14/2023
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 4 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Waypoint.
449 Springbrook
Rd, Charlotte, NC
28217
Main 704.529.6364
ANALYTICAL
www.waypointanalytica Isom
Summary of Detected Analytes
Project:
Surry County MSW
Report Number:
23-104-0101
Client Sample ID
Lab Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
SW-2
V 93753
6020B
Barium
21.4
pg/L
0.453
04/21/2023 04:36
6020E
Chromium
0.385
pg/L
0.346
04/21/2023 04:36
J
6020E
Cobalt
23.3
pg/L
0.060
04/21/2023 04:36
6020E
Nickel
0.619
pg/L
0.182
04/21/2023 04:36
J
6020B
Zinc
12.9
pg/L
4.67
04/21/2023 04:36
8260D
cis-1,2-Dichloroethene
1.39
pg/L
0.200
04/20/202310:04
8260D
Vinyl Chloride
0.300
pg/L
0.170
04/20/2023 10:04
J
SW-3
V 93754
6020E
Barium
47.7
pg/L
0.453
04/21/2023 04:40
6020E
Cobalt
29.0
pg/L
0.060
04/21/2023 04:40
6020E
Nickel
1.95
pg/L
0.182
04/21/2023 04:40
6020E
Thallium
0.151
pg/L
0.0610
04/21/202318:43
J
6020E
Zinc
14.8
pg/L
4.67
04/21/2023 04:40
8260D
Acetone
1.82
pg/L
1.80
04/20/202318:39
J
8260D
Tetrahydrofuran
1.53
pg/L
1.50
04/20/202318:39
J
8260D SIM
1,4-Dioxane
4.56
pg/L
0.139
04/18/2023 22:30
SW-4
V 93755
6020E
Barium
18.9
pg/L
0.453
04/21/2023 04:45
6020E
Chromium
1.02
pg/L
0.346
04/21/2023 04:45
6020E
Cobalt
1.66
pg/L
0.060
04/21/2023 04:45
6020E
Copper
2.93
pg/L
0.489
04/21/2023 04:45
6020E
Lead
0.464
pg/L
0.264
04/21/2023 04:45
J
6020E
Nickel
0.753
pg/L
0.182
04/21/2023 04:45
J
6020E
Vanadium
1.38
pg/L
0.767
04/21/202318:47
J
6020E
Zinc
16.4
pg/L
4.67
04/21/2023 04:45
MW-12S
V 93756
6020B
Barium
13.5
pg/L
0.453
04/21/2023 04:56
6020E
Chromium
1.55
pg/L
0.346
04/21/2023 04:56
6020B
Cobalt
1.21
pg/L
0.060
04/21/2023 04:56
6020E
Copper
1.60
pg/L
0.489
04/21/2023 04:56
6020B
Lead
0.587
pg/L
0.264
04/21/2023 04:56
J
6020B
Nickel
1.62
pg/L
0.182
04/21/2023 04:56
6020B
Vanadium
1.77
pg/L
0.767
04/21/202318:58
J
6020B
Zinc
12.3
pg/L
4.67
04/21/2023 04:56
Page 5 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Waypoint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica l.com
Summary of Detected Analytes
Project: Surry County MSW
Report Number: 23-104-0101
Client Sample ID Lab Sample ID
Method Parameters
MW-20 V 93757
Result Units Report Limit Analyzed Qualifiers
6020B
Arsenic
2.01
pg/L
0.297
04/21/2023 05:00
6020E
Barium
53.0
pg/L
0.453
04/21/2023 05:00
6020E
Beryllium
0.618
pg/L
0.102
04/21/2023 05:00
6020E
Chromium
3.37
pg/L
0.346
04/21/2023 05:00
6020E
Cobalt
181
pg/L
0.060
04/21/2023 05:00
6020E
Copper
4.45
pg/L
0.489
04/21/2023 05:00
6020E
Lead
3.16
pg/L
0.264
04/21/2023 05:00
6020E
Nickel
9.58
pg/L
0.182
04/21/2023 05:00
6020E
Selenium
2.13
pg/L
0.703
04/21/2023 05:00
6020E
Silver
0.517
Ng/L
0.0570
04/21/2023 05:00
6020E
Thallium
1.33
pg/L
0.0610
04/21/202319:02
6020E
Vanadium
3.73
Ng/L
0.767
04/21/202319:02
6020E
Zinc
39.3
pg/L
4.67
04/21/2023 05:00
8260D
Acetone
2.40
pg/L
1.80
04/20/202319:53
8260D
Benzene
1.59
pg/L
0.180
04/20/202319:53
8260D
Chlorobenzene
1.83
pg/L
0.190
04/20/202319:53
8260D
Chloroethane
1.65
pg/L
0.430
04/20/202319:53
8260D
1,2-Dichlorobenzene
1.88
pg/L
0.220
04/20/202319:53
8260D
1,4-Dichlorobenzene
4.50
pg/L
0.210
04/20/202319:53
8260D
1,1-Dichloroethane
1.51
pg/L
0.240
04/20/202319:53
8260D
cis- 1,2-Dichloroethene
13.2
pg/L
0.200
04/20/202319:53
8260D
Tetrahydrofuran
8.26
pg/L
1.50
04/20/202319:53
8260D SIM
1,4-Dioxane
2.14
pg/L
0.139
04/18/2023 23:46
MW-9
V 93758
6020E
Barium
56.8
pg/L
0.453
04/21/2023 05:04
6020E
Beryllium
0.125
pg/L
0.102
04/21/2023 05:04
6020E
Chromium
0.665
pg/L
0.346
04/21/2023 05:04
6020E
Cobalt
168
pg/L
0.060
04/21/2023 05:04
6020E
Copper
0.974
pg/L
0.489
04/21/2023 05:04
6020E
Lead
0.466
pg/L
0.264
04/21/2023 05:04
6020E
Nickel
6.04
pg/L
0.182
04/21/2023 05:04
6020E
Thallium
0.378
pg/L
0.0610
04/21/202319:06
6020E
Zinc
87.3
pg/L
4.67
04/21/2023 05:04
8260D
Benzene
3.23
pg/L
0.180
04/20/2023 20:17
8260D
Chlorobenzene
3.33
pg/L
0.190
04/20/2023 20:17
8260D
Chloroethane
2.47
pg/L
0.430
04/20/2023 20:17
0
0
0
J
J
I
I
IJ
Page 6 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Waypoint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica Isom
Summary of Detected Analytes
Project: Surry County MSW
Report Number: 23-104-0101
Client Sample ID Lab Sample ID
Method Parameters
Result Units Report Limit Analyzed
MW-9
V 93758
8260D
1,2-Dichlorobenzene
3.33
pg/L
0.220
04/20/2023 20:17
8260D
1,4-Dichlorobenzene
8.57
pg/L
0.210
04/20/2023 20:17
8260D
1,1-Dichloroethane
1.88
pg/L
0.240
04/20/2023 20:17
8260D
cis- 1,2-Dichloroethene
25.6
pg/L
0.200
04/20/2023 20:17
8260D
trans- 1,2-Dichloroethene
0.241
pg/L
0.180
04/20/2023 20:17
8260D
Tetrahydrofuran
12.9
pg/L
1.50
04/20/2023 20:17
8260D SIM
1,4-Dioxane
3.47
pg/L
0.139
04/19/2023 00:11
MW-13
V 93759
6020E
Barium
65.6
pg/L
0.453
04/21/2023 05:09
6020E
Chromium
0.967
pg/L
0.346
04/21/2023 05:09
6020E
Cobalt
14.9
pg/L
0.060
04/21/2023 05:09
6020E
Copper
0.831
pg/L
0.489
04/21/2023 05:09
6020E
Lead
0.495
pg/L
0.264
04/21/2023 05:09
6020E
Nickel
2.16
pg/L
0.182
04/21/2023 05:09
6020E
Thallium
0.100
pg/L
0.0610
04/21/202319:10
6020E
Vanadium
1.32
pg/L
0.767
04/21/202319:10
6020E
Zinc
14.2
pg/L
4.67
04/21/2023 05:09
8260D
1,4-Dichlorobenzene
0.470
pg/L
0.210
04/20/2023 20:42
8260D
1,1-Dichloroethane
0.745
pg/L
0.240
04/20/2023 20:42
8260D
cis- 1,2-Dichloroethene
8.80
pg/L
0.200
04/20/2023 20:42
8260D SIM
1,4-Dioxane
8.68
pg/L
0.139
04/19/2023 00:36
MW-15
V 93760
6020E
Arsenic
0.377
pg/L
0.297
04/21/2023 05:13
6020E
Barium
95.1
pg/L
0.453
04/21/2023 05:13
6020E
Beryllium
0.679
pg/L
0.102
04/21/2023 05:13
6020E
Chromium
9.50
pg/L
0.346
04/21/2023 05:13
6020E
Cobalt
3.64
pg/L
0.060
04/21/2023 05:13
6020E
Copper
4.34
pg/L
0.489
04/21/2023 05:13
6020E
Lead
3.19
pg/L
0.264
04/21/2023 05:13
6020E
Nickel
5.33
pg/L
0.182
04/21/2023 05:13
6020E
Thallium
0.220
pg/L
0.0610
04/21/202319:14
6020E
Vanadium
13.3
pg/L
0.767
04/21/202319:14
6020E
Zinc
34.7
pg/L
4.67
04/21/2023 05:13
8260D
Benzene
0.350
pg/L
0.180
04/20/2023 21:07
8260D
Chlorobenzene
4.21
pg/L
0.190
04/20/2023 21:07
8260D
1,2-Dichlorobenzene
0.359
pg/L
0.220
04/20/2023 21:07
Qualifiers
Il
Il
0
I
Il
Il
Il
Il
0
0
Page 7 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Waypoint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica Isom
Summary of Detected Analytes
Project: Surry County MSW
Report Number: 23-104-0101
Client Sample ID
Method
Lab Sample ID
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
MW-15
V 93760
8260D
1,4-Dichlorobenzene
6.26
pg/L
0.210
04/20/2023 21:07
8260D
1,1-Dichloroethane
5.70
pg/L
0.240
04/20/2023 21:07
8260D
cis- 1,2-Dichloroethene
29.3
pg/L
0.200
04/20/2023 21:07
8260D
trans- 1,2-Dichloroethene
0.542
pg/L
0.180
04/20/2023 21:07
8260D
1,2-Dichloropropane
0.324
pg/L
0.190
04/20/2023 21:07
J
8260D
Trichloroethene
2.70
pg/L
0.180
04/20/2023 21:07
8260D
Vinyl Chloride
3.74
pg/L
0.170
04/20/2023 21:07
MW-7
V 93761
6020E
Arsenic
0.346
pg/L
0.297
04/21/2023 05:17
J
6020E
Barium
56.8
pg/L
0.453
04/21/2023 05:17
6020E
Chromium
0.407
pg/L
0.346
04/21/2023 05:17
J
6020E
Cobalt
86.4
pg/L
0.060
04/21/2023 05:17
6020E
Copper
0.699
pg/L
0.489
04/21/2023 05:17
J
6020E
Nickel
2.83
pg/L
0.182
04/21/2023 05:17
6020E
Thallium
0.251
pg/L
0.0610
04/21/202319:49
J
6020E
Zinc
12.5
pg/L
4.67
04/21/2023 05:17
8260D
Chlorobenzene
4.01
pg/L
0.190
04/20/2023 21:31
8260D
1,4-Dichlorobenzene
1.48
pg/L
0.210
04/20/2023 21:31
8260D
cis- 1,2-Dichloroethene
0.232
pg/L
0.200
04/20/2023 21:31
J
8260D
Tetrahydrofuran
1.73
pg/L
1.50
04/20/2023 21:31
J
8260D SIM
1,4-Dioxane
2.69
pg/L
0.139
04/19/2023 01:26
MW-6
V 93762
6020E
Arsenic
0.906
pg/L
0.297
04/21/2023 21:07
J
6020E
Barium
59.1
pg/L
0.453
04/21/2023 21:07
6020E
Beryllium
0.244
pg/L
0.102
04/21/2023 21:07
J
6020E
Cobalt
23.9
pg/L
0.060
04/21/2023 21:07
6020E
Copper
0.999
pg/L
0.489
04/21/2023 21:07
J
6020E
Nickel
2.01
pg/L
0.182
04/21/2023 21:07
6020E
Selenium
0.823
pg/L
0.703
04/21/2023 21:07
J
6020E
Thallium
0.120
pg/L
0.0610
04/21/2023 21:07
J
6020E
Zinc
13.7
pg/L
4.67
04/21/2023 21:07
SW-1
V 93763
6020B
Barium
22.3
pg/L
0.453
04/21/2023 21:19
6020B
Chromium
0.471
pg/L
0.346
04/21/2023 21:19
J
6020B
Cobalt
0.525
pg/L
0.060
04/21/2023 21:19
J
Page 8 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Waypoint.
449 Springbrook
Rd, Charlotte, NC
28217
Main 704.529.6364
ANALYTICAL
www.waypointanalytica Isom
Summary of Detected Analytes
Project:
Surry County MSW
Report Number:
23-104-0101
Client Sample ID
Lab Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
SW-1
V 93763
6020B
Copper
0.653
pg/L
0.489
04/21/2023 21:19
J
6020B
Nickel
0.229
pg/L
0.182
04/21/2023 21:19
J
6020B
Zinc
13.4
pg/L
4.67
04/21/2023 21:19
MW-16
V 93764
6020E
Arsenic
5.50
pg/L
2.97
04/21/2023 21:04
J
6020E
Barium
127
pg/L
4.53
04/21/2023 21:04
6020E
Beryllium
3.58
pg/L
1.02
04/21/2023 21:04
J
6020E
Cobalt
296
pg/L
0.600
04/21/2023 21:04
6020E
Copper
49.4
pg/L
4.89
04/21/2023 21:04
6020E
Nickel
15.3
pg/L
1.82
04/21/2023 21:04
6020E
Selenium
8.60
pg/L
7.03
04/21/2023 21:04
J
6020E
Thallium
1.08
pg/L
0.610
04/21/2023 21:04
J
8260D
Chlorobenzene
2.00
pg/L
0.380
04/21/202319:17
8260D
1,2-Dichlorobenzene
0.560
pg/L
0.440
04/21/202319:17
J
8260D
1,4-Dichlorobenzene
4.93
pg/L
0.420
04/21/202319:17
8260D
cis- 1,2-Dichloroethene
3.27
pg/L
0.400
04/21/202319:17
8260D
Vinyl Chloride
0.586
pg/L
0.340
04/21/2023 19:17
J
8260D SIM
1,4-Dioxane
1.07
pg/L
0.139
04/19/2023 02:41
J
MW-19
V 93765
6020E
Arsenic
0.366
pg/L
0.297
04/21/2023 21:23
J
6020E
Barium
65.3
pg/L
0.453
04/21/2023 21:23
6020E
Beryllium
0.421
pg/L
0.102
04/21/2023 21:23
J
6020E
Chromium
3.55
pg/L
0.346
04/21/2023 21:23
6020E
Cobalt
1.88
pg/L
0.060
04/21/2023 21:23
6020E
Copper
3.53
pg/L
0.489
04/21/2023 21:23
6020E
Lead
2.53
pg/L
0.264
04/21/2023 21:23
6020E
Nickel
2.06
pg/L
0.182
04/21/2023 21:23
6020E
Thallium
0.0854
pg/L
0.0610
04/21/2023 21:23
J
6020E
Vanadium
6.13
pg/L
0.767
04/21/2023 21:23
6020E
Zinc
18.3
pg/L
4.67
04/21/2023 21:23
8260D
1,1-Dichloroethane
0.240
pg/L
0.240
04/20/2023 22:46
J
8260D
cis- 1,2-Dichloroethene
0.373
pg/L
0.200
04/20/2023 22:46
J
MW-22
V 93766
6020B
Barium
45.2
pg/L
0.453
04/21/2023 21:27
6020B
Chromium
0.394
pg/L
0.346
04/21/2023 21:27
J
Page 9 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Waypoint.(D
449 Springbrook
Rd, Charlotte, NC
28217
Main 704.529.6364
ANALYTICAL
www.waypointanalytica l.com
Summary of Detected Analytes
Project:
Surry County MSW
Report Number:
23-104-0101
Client Sample ID
Lab Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
MW-22
V 93766
6020B
Cobalt
5.30
pg/L
0.060
04/21/2023 21:27
6020E
Copper
0.558
pg/L
0.489
04/21/2023 21:27
J
6020E
Nickel
2.00
pg/L
0.182
04/21/2023 21:27
6020E
Thallium
0.0944
pg/L
0.0610
04/21/2023 21:27
J
6020E
Vanadium
1.10
pg/L
0.767
04/21/2023 21:27
J
6020E
Zinc
6.08
pg/L
4.67
04/21/2023 21:27
J
8260D
1,4-Dichlorobenzene
0.289
pg/L
0.210
04/20/2023 23:10
J
8260D
cis- 1,2-Dichloroethene
0.299
pg/L
0.200
04/20/2023 23:10
J
MW-17
V 93767
6020E
Barium
30.3
pg/L
0.453
04/21/2023 21:31
6020E
Beryllium
0.133
pg/L
0.102
04/21/2023 21:31
J
6020E
Chromium
0.898
pg/L
0.346
04/21/2023 21:31
J
6020E
Cobalt
2.88
pg/L
0.060
04/21/2023 21:31
6020E
Copper
0.906
pg/L
0.489
04/21/2023 21:31
J
6020E
Lead
0.279
pg/L
0.264
04/21/2023 21:31
J
6020E
Nickel
4.49
pg/L
0.182
04/21/2023 21:31
6020E
Vanadium
1.88
pg/L
0.767
04/21/2023 21:31
J
6020E
Zinc
14.2
pg/L
4.67
04/21/2023 21:31
8260D SIM
1,4-Dioxane
18.8
pg/L
0.139
04/19/2023 12:36
MW-14
V 93768
6020E
Arsenic
0.447
pg/L
0.297
04/21/2023 21:35
J
6020E
Barium
29.9
pg/L
0.453
04/21/2023 21:35
6020E
Beryllium
0.199
pg/L
0.102
04/21/2023 21:35
J
6020E
Chromium
2.05
pg/L
0.346
04/21/2023 21:35
6020E
Cobalt
2.86
pg/L
0.060
04/21/2023 21:35
6020E
Copper
2.17
pg/L
0.489
04/21/2023 21:35
6020E
Lead
0.750
pg/L
0.264
04/21/2023 21:35
J
6020E
Nickel
2.37
pg/L
0.182
04/21/2023 21:35
6020E
Silver
0.320
pg/L
0.0570
04/21/2023 21:35
J
6020E
Thallium
0.0659
pg/L
0.0610
04/21/2023 21:35
J
6020E
Vanadium
4.01
pg/L
0.767
04/21/2023 21:35
J
6020E
Zinc
21.6
pg/L
4.67
04/21/2023 21:35
8260D
1,1-Dichloroethane
1.76
pg/L
0.240
04/21/2023 00:00
8260D
cis- 1,2-Dichloroethene
4.37
pg/L
0.200
04/21/2023 00:00
8260D
Tetrachloroethene
0.247
pg/L
0.220
04/21/2023 00:00
J
Page 10 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
Waypoint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica l.com
Summary of Detected Analytes
Project: Surry County MSW
Report Number: 23-104-0101
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
MW-14
V 93768
8260D
Trichloroethene
0.530
pq/L
0.180
04/21/2023 00:00
MW-21
V 93769
6020E
Barium
52.2
pg/L
0.453
04/21/2023 21:39
6020E
Beryllium
0.135
pg/L
0.102
04/21/2023 21:39
6020E
Chromium
1.35
pg/L
0.346
04/21/2023 21:39
6020E
Cobalt
4.34
pg/L
0.060
04/21/2023 21:39
6020E
Copper
1.61
pg/L
0.489
04/21/2023 21:39
6020E
Lead
0.535
pg/L
0.264
04/21/2023 21:39
6020E
Nickel
1.91
pg/L
0.182
04/21/2023 21:39
6020E
Vanadium
4.24
pg/L
0.767
04/21/2023 21:39
6020E
Zinc
9.26
pg/L
4.67
04/21/2023 21:39
8260D
1,1-Dichloroethane
0.872
pg/L
0.240
04/21/2023 00:24
8260D
cis- 1,2-Dichloroethene
8.19
pg/L
0.200
04/21/2023 00:24
8260D
Trichloroethene
0.443
pg/L
0.180
04/21/2023 00:24
8260D SIM
1,4-Dioxane
6.74
pg/L
0.139
04/19/2023 13:26
MW-23
V 93770
6020B
Barium
33.8
pg/L
0.453
04/21/2023 21:43
6020E
Chromium
1.49
pg/L
0.346
04/21/2023 21:43
6020E
Cobalt
0.405
pg/L
0.060
04/21/2023 21:43
6020E
Copper
0.903
pg/L
0.489
04/21/2023 21:43
6020E
Lead
0.447
pg/L
0.264
04/21/2023 21:43
6020E
Nickel
0.693
pg/L
0.182
04/21/2023 21:43
6020B
Vanadium
2.79
pg/L
0.767
04/21/2023 21:43
6020B
Zinc
16.8
pg/L
4.67
04/21/2023 21:43
8260D
cis- 1,2-Dichloroethene
0.433
pg/L
0.200
04/21/2023 00:49
MW-1
V 93771
6020B
Barium
14.2
pg/L
0.453
04/21/2023 21:46
6020E
Cobalt
0.603
pg/L
0.060
04/21/2023 21:46
6020B
Nickel
0.346
pg/L
0.182
04/21/2023 21:46
6020B
Zinc
10.9
pg/L
4.67
04/21/2023 21:46
MW-11
V 93772
6020B
Barium
32.9
Ng/L
0.453
04/21/2023 21:50
6020B
Chromium
0.530
pg/L
0.346
04/21/2023 21:50
6020B
Cobalt
23.6
Ng/L
0.060
04/21/2023 21:50
I
I
t
J
I
I
Page 11 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
(2)
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Summary of Detected Analytes
Project:
Surry County MSW
Report Number:
23-104-0101
Client Sample ID
Lab Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
MW-11
V 93772
6020B
Copper
1.36
pq/L
0.489
04/21/2023
21:50
6020B
Lead
0.352
pg/L
0.264
04/21/2023
21:50
J
6020B
Nickel
1.96
pq/L
0.182
04/21/2023
21:50
6020B
Vanadium
1.04
pg/L
0.767
04/21/2023
21:50
J
6020B
Zinc
15.4
pq/L
4.67
04/21/2023
21:50
8260D
Benzene
0.333
pg/L
0.180
04/26/2023
22:09
J
8260D
Chlorobenzene
1.44
pq/L
0.190
04/26/2023
22:09
8260D
1,4-Dichlorobenzene
2.03
pg/L
0.210
04/26/2023
22:09
8260D
1,1-Dichloroethane
0.348
pq/L
0.240
04/26/2023
22:09
J
8260D
cis-1,2-Dichloroethene
0.602
pg/L
0.200
04/26/2023
22:09
8260D
1,2-Dichloropropane
0.614
pg/L
0.190
04/26/2023
22:09
MW-18
V 93773
6020B
Barium
65.8
pg/L
0.453
04/21/2023
21:54
6020B
Beryllium
0.190
pq/L
0.102
04/21/2023
21:54
J
6020B
Chromium
3.96
pg/L
0.346
04/21/2023
21:54
6020B
Cobalt
1.70
pq/L
0.060
04/21/2023
21:54
6020B
Copper
1.76
pg/L
0.489
04/21/2023
21:54
6020B
Lead
1.47
pq/L
0.264
04/21/2023
21:54
6020B
Nickel
2.41
pg/L
0.182
04/21/2023
21:54
6020B
Thallium
0.116
pq/L
0.0610
04/21/2023
21:54
J
6020B
Vanadium
6.63
pg/L
0.767
04/21/2023
21:54
6020B
Zinc
19.0
pq/L
4.67
04/21/2023
21:54
WSW-2
V 93927
6020B
Barium
2.51
pg/L
0.453
04/21/2023
23:24
6020B
Copper
19.1
pq/L
0.489
04/21/2023
23:24
6020B
Lead
0.499
pg/L
0.264
04/21/2023
23:24
J
6020B
Nickel
1.04
pq/L
0.182
04/21/2023
23:24
6020B
Zinc
62.5
pg/L
4.67
04/21/2023
23:24
8260D
Methyl Ethyl Ketone (MEK)
1.22
pq/L
0.710
04/21/2023
15:34
J
TRIP BLANKS
V 93928
8260D Methyl Ethyl Ketone (MEK) 1.34 pg/L 0.710 04/21/2023 13:30 J
Page 12 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client: Smith & Gardner, Inc.
Project: Surry County MSW
Lab Report Number: 23-104-0101
Date: 4/27/2023
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
CASE NARRATIVE
Metals Analyses Method 6020B
Sample 93764 (MW-16)
QC Batch No: L677775/L677119
Based on sample screening, a dilution was performed due to high levels of target and/or non -target analytes.
Reporting limits have been adjusted accordingly.
Volatile Organic Compounds - GC/MS Method 8260D
Analyte: Bromomethane
QC Batch No: V32207/V32206
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: Vinyl acetate
QC Batch No: V32207/V32206
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Sample 93764 (MW-16)
QC Batch No: V32281 /V32280
The sample was diluted due to the nature of the sample matrix. Reporting limits have been adjusted accordingly.
Page 13 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93753
Sample ID: SW-2
Matrix: Aqueous
Sampled: 4/10/2023 14:45
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/18/23 22:05
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 04:36
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 04:36
CPW
6020E
Barium
21.4
u9/L
0.453
1.00
1
04/21/23 04:36
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 04:36
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 04:36
CPW
6020B
Chromium
0.3853
Ng/L
0.346
1.00
1
04/21/23 04:36
CPW
6020B
Cobalt
23.3
u9/L
0.060
1.00
1
04/21/23 04:36
CPW
6020B
Copper
<0.489
Ng/L
0.489
1.00
1
04/21/23 04:36
CPW
6020B
Lead
<0.264
u9/L
0.264
1.00
1
04/21/23 04:36
CPW
6020B
Nickel
0.6193
Ng/L
0.182
1.00
1
04/21/23 04:36
CPW
6020B
Selenium
<0.703
pg/L
0.703
1.00
1
04/21/23 04:36
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 04:36
CPW
6020B
Thallium
<1.00
u9/L
0.0610
1.00
1
04/21/23 04:36
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
04/21/2318:39
CPW
6020B
Zinc
12.9
u9/L
4.67
10.0
1
04/21/23 04:36
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 14 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93753
Matrix: Aqueous
Sample ID: SW-2
Sampled:
4/10/2023
14:45
Analytical Method: 8260D
Prep Batch(es):
V32206
04/19/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/20/23 10:04
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 10:04
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 10:04
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 10:04
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 10:04
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 10:04
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 10:04
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 10:04
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 10:04
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 10:04
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 10:04
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 10:04
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 10:04
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 10:04
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 10:04
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 10:04
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 10:04
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 10:04
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 10:04
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 10:04
ENM
V32207
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/20/23 10:04
ENM
V32207
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 10:04
ENM
V32207
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 15 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93753
Matrix: Aqueous
Sample ID: SW-2
Sampled:
4/10/2023
14:45
Analytical Method: 8260D
Prep Batch(es):
V32206
04/19/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/20/23 10:04
ENM
V32207
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 10:04
ENM
V32207
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 10:04
ENM
V32207
cis- 1,2-Dich loroethene
1.39
ug/L
0.200
0.500
1
04/20/23 10:04
ENM
V32207
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 10:04
ENM
V32207
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 10:04
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 10:04
ENM
V32207
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 10:04
ENM
V32207
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 10:04
ENM
V32207
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 10:04
ENM
V32207
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 10:04
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 10:04
ENM
V32207
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 10:04
ENM
V32207
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 10:04
ENM
V32207
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 10:04
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 10:04
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 10:04
ENM
V32207
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 10:04
ENM
V32207
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/20/23 10:04
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 10:04
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 10:04
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 10:04
ENM
V32207
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 16 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93753
Sample ID: SW-2
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/10/2023 14:45
Analytical Method: 8260D
Prep Batch(es):
V32206
04/19/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 10:04 ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 10:04 ENM
V32207
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 10:04 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 10:04 ENM
V32207
Vinyl Chloride
0.3003
Ng/L
0.170
0.500
1
04/20/23 10:04 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 10:04 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 10:04 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 10:04
V32207
Surrogate:4-Bromofluorobenzene
96.4
Limits:80-124%
1 04/20/23 10:04 ENM
V32207
Surrogate: Dibromofluoromethane
97.0
Limits:
75-129%
1 04/20/23 10:04 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
93.4
Limits:
63-136%
1 04/20/23 10:04 ENM
V32207
Surrogate: Toluene-d8
100
Limits:
77-123%
1 04/20/23 10:04 ENM
V32207
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 17 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93754
Sample ID: SW-3
Matrix: Aqueous
Sampled: 4/10/2023 15:00
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
4.56
Ng/L
0.139
2.00
1
04/18/23 22:30
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
04/21/23 04:40
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 04:40
CPW
6020B
Barium
47.7
ug/L
0.453
1.00
1
04/21/23 04:40
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 04:40
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
04/21/23 04:40
CPW
6020B
Chromium
<0.346
Ng/L
0.346
1.00
1
04/21/23 04:40
CPW
6020B
Cobalt
29.0
ug/L
0.060
1.00
1
04/21/23 04:40
CPW
6020B
Copper
<0.489
Ng/L
0.489
1.00
1
04/21/23 04:40
CPW
6020B
Lead
<0.264
ug/L
0.264
1.00
1
04/21/23 04:40
CPW
6020B
Nickel
1.95
Ng/L
0.182
1.00
1
04/21/23 04:40
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
04/21/23 04:40
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 04:40
CPW
6020B
Thallium
0.1513
ug/L
0.0610
1.00
1
04/21/2318:43
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
04/21/2318:43
CPW
6020B
Zinc
14.8
ug/L
4.67
10.0
1
04/21/23 04:40
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 18 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93754
Matrix: Aqueous
Sample ID: SW-3
Sampled:
4/10/2023
15:00
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
1.823
Ng/L
1.80
5.00
1
04/20/23 18:39
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 18:39
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 18:39
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 18:39
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 18:39
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 18:39
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 18:39
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 18:39
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 18:39
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 18:39
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 18:39
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 18:39
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 18:39
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 18:39
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 18:39
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 18:39
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 18:39
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 18:39
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 18:39
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 18:39
MSA
V32261
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/20/23 18:39
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 18:39
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 19 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93754
Matrix: Aqueous
Sample ID: SW-3
Sampled:
4/10/2023
15:00
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/20/23 18:39
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 18:39
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 18:39
MSA
V32261
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/20/23 18:39
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 18:39
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 18:39
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 18:39
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 18:39
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 18:39
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 18:39
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 18:39
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 18:39
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 18:39
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 18:39
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 18:39
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 18:39
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 18:39
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 18:39
MSA
V32261
Tetrahydrofuran
1.533
Ng/L
1.50
10.0
1
04/20/23 18:39
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 18:39
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 18:39
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 18:39
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 20 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93754
Sample ID: SW-3
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/10/2023 15:00
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 18:39 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 18:39 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 18:39 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 18:39 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 18:39 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 18:39 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 18:39 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 18:39
V32261
Surrogate:4-Bromofluorobenzene
97.8
Limits:80-124%
1 04/20/23 18:39 MSA
V32261
Surrogate: Dibromofluoromethane
98.0
Limits:
75-129%
1 04/20/23 18:39 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
94.4
Limits:
63-136%
1 04/20/23 18:39 MSA
V32261
Surrogate: Toluene-d8
100
Limits:
77-123%
1 04/20/23 18:39 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 21 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 937SS
Sample ID: SW-4
Matrix: Aqueous
Sampled: 4/10/2023 15:20
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/18/23 22:56
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 04:45
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 04:45
CPW
6020E
Barium
18.9
u9/L
0.453
1.00
1
04/21/23 04:45
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 04:45
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 04:45
CPW
6020B
Chromium
1.02
Ng/L
0.346
1.00
1
04/21/23 04:45
CPW
6020B
Cobalt
1.66
u9/L
0.060
1.00
1
04/21/23 04:45
CPW
6020B
Copper
2.93
Ng/L
0.489
1.00
1
04/21/23 04:45
CPW
6020B
Lead
0.4643
u9/L
0.264
1.00
1
04/21/23 04:45
CPW
6020B
Nickel
0.7533
Ng/L
0.182
1.00
1
04/21/23 04:45
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 04:45
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 04:45
CPW
6020B
Thallium
<1.00
u9/L
0.0610
1.00
1
04/21/23 04:45
CPW
6020B
Vanadium
1.383
Ng/L
0.767
5.00
1
04/21/23 18:47
CPW
6020B
Zinc
16.4
ug/L
4.67
10.0
1
04/21/23 04:45
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 22 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 937SS
Matrix: Aqueous
Sample ID: SW-4
Sampled:
4/10/2023
15:20
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/20/23 19:03
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 19:03
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 19:03
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 19:03
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 19:03
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 19:03
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 19:03
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 19:03
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 19:03
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 19:03
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 19:03
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 19:03
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 19:03
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 19:03
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 19:03
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 19:03
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 19:03
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 19:03
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 19:03
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 19:03
MSA
V32261
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/20/23 19:03
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 19:03
MSA
V32261
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions MQL Method Quantitation Limit
Page 23 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 937SS
Matrix: Aqueous
Sample ID: SW-4
Sampled:
4/10/2023
15:20
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/20/23 19:03
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 19:03
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 19:03
MSA
V32261
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/20/23 19:03
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 19:03
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 19:03
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 19:03
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 19:03
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 19:03
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 19:03
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 19:03
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 19:03
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 19:03
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 19:03
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 19:03
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 19:03
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 19:03
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 19:03
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/20/23 19:03
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 19:03
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 19:03
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 19:03
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 24 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 937SS
Sample ID: SW-4
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/10/2023 15:20
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 19:03 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 19:03 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 19:03 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 19:03 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 19:03 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 19:03 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 19:03 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 19:03
V32261
Surrogate:4-Bromofluorobenzene
97.2
Limits:80-124%
1 04/20/23 19:03 MSA
V32261
Surrogate: Dibromofluoromethane
98.4
Limits:
75-129%
1 04/20/23 19:03 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
95.8
Limits:
63-136%
1 04/20/23 19:03 MSA
V32261
Surrogate: Toluene-d8
96.6
Limits:
77-123%
1 04/20/23 19:03 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 25 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93756
Sample ID: MW-12S
Matrix: Aqueous
Sampled: 4/11/2023 9:30
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/18/23 23:21
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 04:56
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 04:56
CPW
6020E
Barium
13.5
u9/L
0.453
1.00
1
04/21/23 04:56
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 04:56
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 04:56
CPW
6020B
Chromium
1.55
Ng/L
0.346
1.00
1
04/21/23 04:56
CPW
6020B
Cobalt
1.21
u9/L
0.060
1.00
1
04/21/23 04:56
CPW
6020B
Copper
1.60
Ng/L
0.489
1.00
1
04/21/23 04:56
CPW
6020B
Lead
0.5873
u9/L
0.264
1.00
1
04/21/23 04:56
CPW
6020B
Nickel
1.62
Ng/L
0.182
1.00
1
04/21/23 04:56
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 04:56
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 04:56
CPW
6020B
Thallium
<1.00
u9/L
0.0610
1.00
1
04/21/23 04:56
CPW
6020B
Vanadium
1.773
Ng/L
0.767
5.00
1
04/21/23 18:58
CPW
6020B
Zinc
12.3
u9/L
4.67
10.0
1
04/21/23 04:56
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 26 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93756
Matrix: Aqueous
Sample ID: MW-12S
Sampled:
4/11/2023
9:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/20/23 19:28
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 19:28
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 19:28
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 19:28
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 19:28
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 19:28
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 19:28
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 19:28
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 19:28
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 19:28
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 19:28
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 19:28
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 19:28
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 19:28
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 19:28
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 19:28
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 19:28
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 19:28
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 19:28
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 19:28
MSA
V32261
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/20/23 19:28
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 19:28
MSA
V32261
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions MQL Method Quantitation Limit
Page 27 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93756
Matrix: Aqueous
Sample ID: MW-12S
Sampled:
4/11/2023
9:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/20/23 19:28
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 19:28
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 19:28
MSA
V32261
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/20/23 19:28
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 19:28
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 19:28
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 19:28
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 19:28
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 19:28
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 19:28
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 19:28
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 19:28
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 19:28
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 19:28
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 19:28
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 19:28
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 19:28
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 19:28
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/20/23 19:28
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 19:28
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 19:28
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 19:28
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 28 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93756
Sample ID: MW-12S
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 9:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 19:28 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 19:28 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 19:28 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 19:28 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 19:28 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 19:28 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 19:28 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 19:28
V32261
Surrogate:4-Bromofluorobenzene
96.0
Limits:80-124%
1 04/20/23 19:28 MSA
V32261
Surrogate: Dibromofluoromethane
96.2
Limits:
75-129%
1 04/20/23 19:28 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
91.4
Limits:
63-136%
1 04/20/23 19:28 MSA
V32261
Surrogate: Toluene-d8
97.8
Limits:
77-123%
1 04/20/23 19:28 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 29 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93757
Sample ID: MW-20
Matrix: Aqueous
Sampled: 4/11/2023 10:10
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
2.14
Ng/L
0.139
2.00
1
04/18/23 23:46
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
04/21/23 05:00
CPW
6020B
Arsenic
2.01
Ng/L
0.297
1.00
1
04/21/23 05:00
CPW
6020B
Barium
53.0
ug/L
0.453
1.00
1
04/21/23 05:00
CPW
6020B
Beryllium
0.6183
Ng/L
0.102
1.00
1
04/21/23 05:00
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
04/21/23 05:00
CPW
6020B
Chromium
3.37
Ng/L
0.346
1.00
1
04/21/23 05:00
CPW
6020B
Cobalt
181
ug/L
0.060
1.00
1
04/21/23 05:00
CPW
6020B
Copper
4.45
Ng/L
0.489
1.00
1
04/21/23 05:00
CPW
6020B
Lead
3.16
ug/L
0.264
1.00
1
04/21/23 05:00
CPW
6020B
Nickel
9.58
Ng/L
0.182
1.00
1
04/21/23 05:00
CPW
6020B
Selenium
2.13
ug/L
0.703
1.00
1
04/21/23 05:00
CPW
6020B
Silver
0.5173
Ng/L
0.0570
1.00
1
04/21/23 05:00
CPW
6020B
Thallium
1.33
ug/L
0.0610
1.00
1
04/21/2319:02
CPW
6020B
Vanadium
3.733
Ng/L
0.767
5.00
1
04/21/23 19:02
CPW
6020B
Zinc
39.3
ug/L
4.67
10.0
1
04/21/23 05:00
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 30 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93757
Matrix: Aqueous
Sample ID: MW-20
Sampled:
4/11/2023
10:10
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
2.403
Ng/L
1.80
5.00
1
04/20/23 19:53
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 19:53
MSA
V32261
Benzene
1.59
Ng/L
0.180
0.500
1
04/20/23 19:53
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 19:53
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 19:53
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 19:53
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 19:53
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 19:53
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 19:53
MSA
V32261
Chlorobenzene
1.83
ug/L
0.190
0.500
1
04/20/23 19:53
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 19:53
MSA
V32261
Chloroethane
1.65
ug/L
0.430
1.00
1
04/20/23 19:53
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 19:53
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 19:53
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 19:53
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 19:53
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 19:53
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 19:53
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 19:53
MSA
V32261
1,2-Dichlorobenzene
1.88
ug/L
0.220
0.500
1
04/20/23 19:53
MSA
V32261
1,4-Dichlorobenzene
4.50
Ng/L
0.210
0.500
1
04/20/23 19:53
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 19:53
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 31 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93757
Matrix: Aqueous
Sample ID: MW-20
Sampled:
4/11/2023
10:10
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
1.51
Ng/L
0.240
0.500
1
04/20/23 19:53
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 19:53
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 19:53
MSA
V32261
cis- 1,2-Dich loroethene
13.2
ug/L
0.200
0.500
1
04/20/23 19:53
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 19:53
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 19:53
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 19:53
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 19:53
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 19:53
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 19:53
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 19:53
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 19:53
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 19:53
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 19:53
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 19:53
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 19:53
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 19:53
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 19:53
MSA
V32261
Tetrahydrofuran
8.263
Ng/L
1.50
10.0
1
04/20/23 19:53
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 19:53
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 19:53
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 19:53
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 32 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93757
Sample ID: MW-20
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 10:10
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 19:53 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 19:53 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 19:53 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 19:53 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 19:53 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 19:53 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 19:53 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 19:53
V32261
Surrogate:4-Bromofluorobenzene
98.6
Limits:80-124%
1 04/20/23 19:53 MSA
V32261
Surrogate: Dibromofluoromethane
95.8
Limits:
75-129%
1 04/20/23 19:53 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
93.2
Limits:
63-136%
1 04/20/23 19:53 MSA
V32261
Surrogate: Toluene-d8
96.4
Limits:
77-123%
1 04/20/23 19:53 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 33 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93758
Sample ID: MW-9
Matrix: Aqueous
Sampled: 4/11/2023 10:30
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
3.47
Ng/L
0.139
2.00
1
04/19/23 00:11
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
04/21/23 05:04
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 05:04
CPW
6020B
Barium
56.8
ug/L
0.453
1.00
1
04/21/23 05:04
CPW
6020B
Beryllium
0.1253
Ng/L
0.102
1.00
1
04/21/23 05:04
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
04/21/23 05:04
CPW
6020B
Chromium
0.6653
Ng/L
0.346
1.00
1
04/21/23 05:04
CPW
6020B
Cobalt
168
ug/L
0.060
1.00
1
04/21/23 05:04
CPW
6020B
Copper
0.9743
Ng/L
0.489
1.00
1
04/21/23 05:04
CPW
6020B
Lead
0.4663
ug/L
0.264
1.00
1
04/21/23 05:04
CPW
6020B
Nickel
6.04
Ng/L
0.182
1.00
1
04/21/23 05:04
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
04/21/23 05:04
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 05:04
CPW
6020B
Thallium
0.3783
ug/L
0.0610
1.00
1
04/21/23 19:06
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
04/21/2319:06
CPW
6020B
Zinc
87.3
ug/L
4.67
10.0
1
04/21/23 05:04
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 34 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93758
Matrix: Aqueous
Sample ID: MW-9
Sampled:
4/11/2023
10:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/20/23 20:17
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 20:17
MSA
V32261
Benzene
3.23
Ng/L
0.180
0.500
1
04/20/23 20:17
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 20:17
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 20:17
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 20:17
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 20:17
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 20:17
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 20:17
MSA
V32261
Chlorobenzene
3.33
ug/L
0.190
0.500
1
04/20/23 20:17
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 20:17
MSA
V32261
Chloroethane
2.47
ug/L
0.430
1.00
1
04/20/23 20:17
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 20:17
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 20:17
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 20:17
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 20:17
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 20:17
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 20:17
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 20:17
MSA
V32261
1,2-Dichlorobenzene
3.33
ug/L
0.220
0.500
1
04/20/23 20:17
MSA
V32261
1,4-Dichlorobenzene
8.57
Ng/L
0.210
0.500
1
04/20/23 20:17
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 20:17
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 35 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93758
Matrix: Aqueous
Sample ID: MW-9
Sampled:
4/11/2023
10:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
1.88
Ng/L
0.240
0.500
1
04/20/23 20:17
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 20:17
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 20:17
MSA
V32261
cis- 1,2-Dich loroethene
25.6
ug/L
0.200
0.500
1
04/20/23 20:17
MSA
V32261
trans-1,2-Dichloroethene
0.2413
Ng/L
0.180
0.500
1
04/20/23 20:17
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 20:17
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 20:17
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 20:17
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 20:17
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 20:17
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 20:17
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 20:17
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 20:17
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 20:17
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 20:17
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 20:17
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 20:17
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 20:17
MSA
V32261
Tetrahydrofuran
12.9
Ng/L
1.50
10.0
1
04/20/23 20:17
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 20:17
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 20:17
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 20:17
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 36 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93758
Sample ID: MW-9
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 10:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 20:17 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 20:17 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 20:17 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 20:17 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 20:17 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 20:17 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 20:17 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 20:17
V32261
Surrogate: 4-Bromofluorobenzene
98.2
Limits:
80-124%
1 04/20/23 20:17 MSA
V32261
Surrogate: Dibromofluoromethane
96.2
Limits:
75-129%
1 04/20/23 20:17 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
90.8
Limits:
63-136%
1 04/20/23 20:17 MSA
V32261
Surrogate: Toluene-d8
100
Limits:
77-123%
1 04/20/23 20:17 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 37 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93759
Sample ID: MW-13
Matrix: Aqueous
Sampled: 4/11/2023 10:50
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
8.68
Ng/L
0.139
2.00
1
04/19/23 00:36
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
04/21/23 05:09
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 05:09
CPW
6020B
Barium
65.6
ug/L
0.453
1.00
1
04/21/23 05:09
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 05:09
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
04/21/23 05:09
CPW
6020B
Chromium
0.9673
Ng/L
0.346
1.00
1
04/21/23 05:09
CPW
6020B
Cobalt
14.9
ug/L
0.060
1.00
1
04/21/23 05:09
CPW
6020B
Copper
0.8313
Ng/L
0.489
1.00
1
04/21/23 05:09
CPW
6020B
Lead
0.4953
ug/L
0.264
1.00
1
04/21/23 05:09
CPW
6020B
Nickel
2.16
Ng/L
0.182
1.00
1
04/21/23 05:09
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
04/21/23 05:09
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 05:09
CPW
6020B
Thallium
0.100 J
ug/L
0.0610
1.00
1
04/21/23 19:10
CPW
6020B
Vanadium
1.323
Ng/L
0.767
5.00
1
04/21/23 19:10
CPW
6020B
Zinc
14.2
ug/L
4.67
10.0
1
04/21/23 05:09
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 38 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93759
Matrix: Aqueous
Sample ID: MW-13
Sampled:
4/11/2023
10:50
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/20/23 20:42
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 20:42
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 20:42
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 20:42
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 20:42
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 20:42
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 20:42
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 20:42
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 20:42
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 20:42
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 20:42
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 20:42
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 20:42
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 20:42
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 20:42
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 20:42
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 20:42
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 20:42
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 20:42
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 20:42
MSA
V32261
1,4-Dichlorobenzene
0.4703
Ng/L
0.210
0.500
1
04/20/23 20:42
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 20:42
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 39 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93759
Matrix: Aqueous
Sample ID: MW-13
Sampled:
4/11/2023
10:50
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
0.745
Ng/L
0.240
0.500
1
04/20/23 20:42
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 20:42
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 20:42
MSA
V32261
cis- 1,2-Dich loroethene
8.80
ug/L
0.200
0.500
1
04/20/23 20:42
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 20:42
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 20:42
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 20:42
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 20:42
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 20:42
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 20:42
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 20:42
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 20:42
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 20:42
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 20:42
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 20:42
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 20:42
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 20:42
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 20:42
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/20/23 20:42
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 20:42
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 20:42
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 20:42
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 40 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93759
Sample ID: MW-13
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 10:50
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 20:42 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 20:42 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 20:42 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 20:42 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 20:42 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 20:42 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 20:42 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 20:42
V32261
Surrogate: 4-Bromofluorobenzene
96.8
Limits:
80-124%
1 04/20/23 20:42 MSA
V32261
Surrogate: Dibromofluoromethane
97.4
Limits:
75-129%
1 04/20/23 20:42 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
92.4
Limits:
63-136%
1 04/20/23 20:42 MSA
V32261
Surrogate: Toluene-d8
99.2
Limits:
77-123%
1 04/20/23 20:42 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 41 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93760
Sample ID: MW-15
Matrix: Aqueous
Sampled: 4/11/2023 11:15
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/19/23 01:01
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 05:13
CPW
6020B
Arsenic
0.3773
Ng/L
0.297
1.00
1
04/21/23 05:13
CPW
6020E
Barium
95.1
u9/L
0.453
1.00
1
04/21/23 05:13
CPW
6020B
Beryllium
0.6793
Ng/L
0.102
1.00
1
04/21/23 05:13
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 05:13
CPW
6020B
Chromium
9.50
Ng/L
0.346
1.00
1
04/21/23 05:13
CPW
6020B
Cobalt
3.64
u9/L
0.060
1.00
1
04/21/23 05:13
CPW
6020B
Copper
4.34
Ng/L
0.489
1.00
1
04/21/23 05:13
CPW
6020B
Lead
3.19
u9/L
0.264
1.00
1
04/21/23 05:13
CPW
6020B
Nickel
5.33
Ng/L
0.182
1.00
1
04/21/23 05:13
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 05:13
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 05:13
CPW
6020B
Thallium
0.220 J
u9/L
0.0610
1.00
1
04/21/23 19:14
CPW
6020B
Vanadium
13.3
Ng/L
0.767
5.00
1
04/21/2319:14
CPW
6020B
Zinc
34.7
u9/L
4.67
10.0
1
04/21/23 05:13
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 42 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93760
Matrix: Aqueous
Sample ID: MW-15
Sampled:
4/11/2023
11:15
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/20/23 21:07
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 21:07
MSA
V32261
Benzene
0.3503
Ng/L
0.180
0.500
1
04/20/23 21:07
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 21:07
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 21:07
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 21:07
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 21:07
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 21:07
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 21:07
MSA
V32261
Chlorobenzene
4.21
ug/L
0.190
0.500
1
04/20/23 21:07
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 21:07
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 21:07
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 21:07
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 21:07
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 21:07
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 21:07
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 21:07
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 21:07
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 21:07
MSA
V32261
1,2-Dichlorobenzene
0.359 J
ug/L
0.220
0.500
1
04/20/23 21:07
MSA
V32261
1,4-Dichlorobenzene
6.26
Ng/L
0.210
0.500
1
04/20/23 21:07
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 21:07
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 43 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93760
Matrix: Aqueous
Sample ID: MW-15
Sampled:
4/11/2023
11:15
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
5.70
Ng/L
0.240
0.500
1
04/20/23 21:07
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 21:07
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 21:07
MSA
V32261
cis- 1,2-Dich loroethene
29.3
ug/L
0.200
0.500
1
04/20/23 21:07
MSA
V32261
trans-1,2-Dichloroethene
0.542
Ng/L
0.180
0.500
1
04/20/23 21:07
MSA
V32261
1,2-Dichloropropane
0.3243
ug/L
0.190
0.500
1
04/20/23 21:07
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 21:07
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 21:07
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 21:07
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 21:07
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 21:07
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 21:07
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 21:07
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 21:07
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 21:07
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 21:07
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 21:07
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 21:07
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/20/23 21:07
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 21:07
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 21:07
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 21:07
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 44 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93760
Sample ID: MW-15
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 11:15
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
2.70
Ng/L
0.180
0.500
1
04/20/23 21:07 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 21:07 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 21:07 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 21:07 MSA
V32261
Vinyl Chloride
3.74
Ng/L
0.170
0.500
1
04/20/23 21:07 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 21:07 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 21:07 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 21:07
V32261
Surrogate: 4-Bromofluorobenzene
97.8
Limits:
80-124%
1 04/20/23 21:07 MSA
V32261
Surrogate: Dibromofluoromethane
97.8
Limits:
75-129%
1 04/20/23 21:07 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
93.4
Limits:
63-136%
1 04/20/23 21:07 MSA
V32261
Surrogate: Toluene-d8
98.8
Limits:
77-123%
1 04/20/23 21:07 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 45 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93761
Sample ID: MW-7
Matrix: Aqueous
Sampled: 4/11/2023 12:40
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
2.69
Ng/L
0.139
2.00
1
04/19/23 01:26
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
04/21/23 05:17
CPW
6020B
Arsenic
0.3463
Ng/L
0.297
1.00
1
04/21/23 05:17
CPW
6020B
Barium
56.8
ug/L
0.453
1.00
1
04/21/23 05:17
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 05:17
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
04/21/23 05:17
CPW
6020B
Chromium
0.4073
Ng/L
0.346
1.00
1
04/21/23 05:17
CPW
6020B
Cobalt
86.4
ug/L
0.060
1.00
1
04/21/23 05:17
CPW
6020B
Copper
0.6993
Ng/L
0.489
1.00
1
04/21/23 05:17
CPW
6020B
Lead
<0.264
ug/L
0.264
1.00
1
04/21/23 05:17
CPW
6020B
Nickel
2.83
Ng/L
0.182
1.00
1
04/21/23 05:17
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
04/21/23 05:17
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 05:17
CPW
6020B
Thallium
0.251 J
ug/L
0.0610
1.00
1
04/21/23 19:49
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
04/21/2319:49
CPW
6020B
Zinc
12.5
ug/L
4.67
10.0
1
04/21/23 05:17
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 46 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93761
Matrix: Aqueous
Sample ID: MW-7
Sampled:
4/11/2023
12:40
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/20/23 21:31
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 21:31
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 21:31
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 21:31
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 21:31
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 21:31
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 21:31
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 21:31
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 21:31
MSA
V32261
Chlorobenzene
4.01
ug/L
0.190
0.500
1
04/20/23 21:31
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 21:31
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 21:31
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 21:31
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 21:31
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 21:31
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 21:31
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 21:31
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 21:31
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 21:31
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 21:31
MSA
V32261
1,4-Dichlorobenzene
1.48
Ng/L
0.210
0.500
1
04/20/23 21:31
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 21:31
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 47 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93761
Matrix: Aqueous
Sample ID: MW-7
Sampled:
4/11/2023
12:40
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/20/23 21:31
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 21:31
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 21:31
MSA
V32261
cis- 1,2-Dich loroethene
0.2323
ug/L
0.200
0.500
1
04/20/23 21:31
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 21:31
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 21:31
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 21:31
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 21:31
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 21:31
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 21:31
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 21:31
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 21:31
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 21:31
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 21:31
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 21:31
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 21:31
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 21:31
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 21:31
MSA
V32261
Tetrahydrofuran
1.733
Ng/L
1.50
10.0
1
04/20/23 21:31
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 21:31
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 21:31
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 21:31
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 48 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93761
Sample ID: MW-7
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 12:40
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 21:31 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 21:31 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 21:31 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 21:31 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 21:31 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 21:31 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 21:31 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 21:31
V32261
Surrogate: 4-Bromofluorobenzene
98.4
Limits:
80-124%
1 04/20/23 21:31 MSA
V32261
Surrogate: Dibromofluoromethane
97.6
Limits:
75-129%
1 04/20/23 21:31 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
91.8
Limits:
63-136%
1 04/20/23 21:31 MSA
V32261
Surrogate: Toluene-d8
99.8
Limits:
77-123%
1 04/20/23 21:31 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 49 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93762
Sample ID: MW-6
Matrix: Aqueous
Sampled: 4/11/2023 13:00
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/19/23 01:51
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 21:07
CPW
6020B
Arsenic
0.9063
Ng/L
0.297
1.00
1
04/21/23 21:07
CPW
6020E
Barium
59.1
u9/L
0.453
1.00
1
04/21/23 21:07
CPW
6020B
Beryllium
0.2443
Ng/L
0.102
1.00
1
04/21/23 21:07
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 21:07
CPW
6020B
Chromium
<0.346
Ng/L
0.346
1.00
1
04/21/23 21:07
CPW
6020B
Cobalt
23.9
u9/L
0.060
1.00
1
04/21/23 21:07
CPW
6020B
Copper
0.9993
Ng/L
0.489
1.00
1
04/21/23 21:07
CPW
6020B
Lead
<0.264
u9/L
0.264
1.00
1
04/21/23 21:07
CPW
6020B
Nickel
2.01
Ng/L
0.182
1.00
1
04/21/23 21:07
CPW
6020B
Selenium
0.8233
u9/L
0.703
1.00
1
04/21/23 21:07
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 21:07
CPW
6020B
Thallium
0.1203
u9/L
0.0610
1.00
1
04/21/23 21:07
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
04/21/23 21:07
CPW
6020B
Zinc
13.7
ug/L
4.67
10.0
1
04/21/23 21:07
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 50 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93762
Matrix: Aqueous
Sample ID: MW-6
Sampled:
4/11/2023
13:00
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/20/23 21:56
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 21:56
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 21:56
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 21:56
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 21:56
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 21:56
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 21:56
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 21:56
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 21:56
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 21:56
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 21:56
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 21:56
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 21:56
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 21:56
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 21:56
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 21:56
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 21:56
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 21:56
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 21:56
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 21:56
MSA
V32261
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/20/23 21:56
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 21:56
MSA
V32261
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions MQL Method Quantitation Limit
Page 51 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93762
Matrix: Aqueous
Sample ID: MW-6
Sampled:
4/11/2023
13:00
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/20/23 21:56
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 21:56
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 21:56
MSA
V32261
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/20/23 21:56
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 21:56
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 21:56
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 21:56
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 21:56
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 21:56
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 21:56
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 21:56
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 21:56
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 21:56
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 21:56
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 21:56
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 21:56
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 21:56
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 21:56
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/20/23 21:56
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 21:56
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 21:56
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 21:56
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 52 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93762
Sample ID: MW-6
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 13:00
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 21:56 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 21:56 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 21:56 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 21:56 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 21:56 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 21:56 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 21:56 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 21:56
V32261
Surrogate: 4-Bromofluorobenzene
99.8
Limits:
80-124%
1 04/20/23 21:56 MSA
V32261
Surrogate: Dibromofluoromethane
97.8
Limits:
75-129%
1 04/20/23 21:56 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
92.4
Limits:
63-136%
1 04/20/23 21:56 MSA
V32261
Surrogate: Toluene-d8
99.2
Limits:
77-123%
1 04/20/23 21:56 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 53 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93763
Sample ID: SW-1
Matrix: Aqueous
Sampled: 4/12/2023 9:30
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/19/23 02:16
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 21:19
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 21:19
CPW
6020E
Barium
22.3
u9/L
0.453
1.00
1
04/21/23 21:19
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 21:19
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 21:19
CPW
6020B
Chromium
0.4713
Ng/L
0.346
1.00
1
04/21/23 21:19
CPW
6020B
Cobalt
0.5253
pg/L
0.060
1.00
1
04/21/23 21:19
CPW
6020B
Copper
0.6533
Ng/L
0.489
1.00
1
04/21/23 21:19
CPW
6020B
Lead
<0.264
pg/L
0.264
1.00
1
04/21/23 21:19
CPW
6020B
Nickel
0.2293
Ng/L
0.182
1.00
1
04/21/23 21:19
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 21:19
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 21:19
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 21:19
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
04/21/23 21:19
CPW
6020B
Zinc
13.4
ug/L
4.67
10.0
1
04/21/23 21:19
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 54 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93763
Matrix: Aqueous
Sample ID: SW-1
Sampled:
4/12/2023
9:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/20/23 22:21
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 22:21
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 22:21
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 22:21
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 22:21
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 22:21
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 22:21
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 22:21
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 22:21
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 22:21
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 22:21
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 22:21
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 22:21
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 22:21
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 22:21
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 22:21
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 22:21
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 22:21
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 22:21
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 22:21
MSA
V32261
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/20/23 22:21
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 22:21
MSA
V32261
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions MQL Method Quantitation Limit
Page 55 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93763
Matrix: Aqueous
Sample ID: SW-1
Sampled:
4/12/2023
9:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/20/23 22:21
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 22:21
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 22:21
MSA
V32261
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/20/23 22:21
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 22:21
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 22:21
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 22:21
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 22:21
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 22:21
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 22:21
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 22:21
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 22:21
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 22:21
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 22:21
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 22:21
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 22:21
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 22:21
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 22:21
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/20/23 22:21
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 22:21
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 22:21
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 22:21
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 56 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93763
Sample ID: SW-1
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 9:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 22:21 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 22:21 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 22:21 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 22:21 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 22:21 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 22:21 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 22:21 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 22:21
V32261
Surrogate: 4-Bromofluorobenzene
96.4
Limits:
80-124%
1 04/20/23 22:21 MSA
V32261
Surrogate: Dibromofluoromethane
97.8
Limits:
75-129%
1 04/20/23 22:21 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
92.8
Limits:
63-136%
1 04/20/23 22:21 MSA
V32261
Surrogate: Toluene-d8
99.4
Limits:
77-123%
1 04/20/23 22:21 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 57 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93764
Sample ID: MW-16
Matrix: Aqueous
Sampled: 4/12/2023 10:00
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
1.073
Ng/L
0.139
2.00
1
04/19/23 02:41
TBL
8260D SIM
Antimony
<6.18
ug/L
6.18
10.0
10
04/21/23 21:04
CPW
6020B
Arsenic
5.503
Ng/L
2.97
10.0
10
04/21/23 21:04
CPW
6020B
Barium
127
ug/L
4.53
10.0
10
04/21/23 21:04
CPW
6020B
Beryllium
3.583
Ng/L
1.02
10.0
10
04/21/23 21:04
CPW
6020B
Cadmium
<3.50
ug/L
3.50
10.0
10
04/21/23 21:04
CPW
6020B
Chromium
<3.46
Ng/L
3.46
10.0
10
04/21/23 21:04
CPW
6020B
Cobalt
296
ug/L
0.600
10.0
10
04/21/23 21:04
CPW
6020B
Copper
49.4
Ng/L
4.89
10.0
10
04/21/23 21:04
CPW
6020B
Lead
<2.64
ug/L
2.64
10.0
10
04/21/23 21:04
CPW
6020B
Nickel
15.3
Ng/L
1.82
10.0
10
04/21/23 21:04
CPW
6020E
Selenium
8.60 J
ug/L
7.03
10.0
10
04/21/23 21:04
CPW
6020B
Silver
<0.570
Ng/L
0.570
10.0
10
04/21/23 21:04
CPW
6020E
Thallium
1.08 J
ug/L
0.610
10.0
10
04/21/23 21:04
CPW
6020B
Vanadium
<7.67
Ng/L
7.67
50.0
10
04/21/23 21:04
CPW
6020B
Zinc
<46.7
ug/L
46.7
100
10
04/21/23 21:04
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 58 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93764
Matrix: Aqueous
Sample ID: MW-16
Sampled:
4/12/2023
10:00
Analytical Method: 8260D
Prep Batch(es):
V32280
04/21/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<3.60
Ng/L
3.60
10.0
2
04/21/23 19:17
MSA
V32281
Acrylonitrile
<0.460
ug/L
0.460
10.0
2
04/21/23 19:17
MSA
V32281
Benzene
<0.360
Ng/L
0.360
1.00
2
04/21/23 19:17
MSA
V32281
Bromochloromethane
<0.840
ug/L
0.840
2.00
2
04/21/23 19:17
MSA
V32281
Bromodichloromethane
<0.320
Ng/L
0.320
1.00
2
04/21/23 19:17
MSA
V32281
Bromoform
<3.00
ug/L
3.00
10.0
2
04/21/23 19:17
MSA
V32281
Bromomethane
<0.560
Ng/L
0.560
2.00
2
04/21/23 19:17
MSA
V32281
Carbon Disulfide
<0.300
ug/L
0.300
10.0
2
04/21/23 19:17
MSA
V32281
Carbon Tetrachloride
<0.360
Ng/L
0.360
1.00
2
04/21/23 19:17
MSA
V32281
Chlorobenzene
2.00
ug/L
0.380
1.00
2
04/21/23 19:17
MSA
V32281
Chlorodibromomethane
<0.380
Ng/L
0.380
1.00
2
04/21/23 19:17
MSA
V32281
Chloroethane
<0.860
ug/L
0.860
2.00
2
04/21/23 19:17
MSA
V32281
Chloroform
<0.440
Ng/L
0.440
1.00
2
04/21/23 19:17
MSA
V32281
Chloromethane
<0.440
ug/L
0.440
1.00
2
04/21/23 19:17
MSA
V32281
Di -Isopropyl Ether (DIPE)
<1.92
Ng/L
1.92
10.0
2
04/21/23 19:17
MSA
V32281
1,2-Dibromo-3-Chloropropane
<2.20
ug/L
2.20
4.00
2
04/21/23 19:17
MSA
V32281
1,2-Dibromoethane
<0.400
Ng/L
0.400
1.00
2
04/21/23 19:17
MSA
V32281
Dibromomethane
<0.460
ug/L
0.460
1.00
2
04/21/23 19:17
MSA
V32281
trans-1,4-Dichloro-2-butene
<2.60
Ng/L
2.60
20.0
2
04/21/23 19:17
MSA
V32281
1,2-Dichlorobenzene
0.560 J
ug/L
0.440
1.00
2
04/21/23 19:17
MSA
V32281
1,4-Dichlorobenzene
4.93
Ng/L
0.420
1.00
2
04/21/23 19:17
MSA
V32281
Dichlorodifluoromethane
<2.40
ug/L
2.40
10.0
2
04/21/23 19:17
MSA
V32281
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 59 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93764
Matrix: Aqueous
Sample ID: MW-16
Sampled:
4/12/2023
10:00
Analytical Method: 8260D
Prep Batch(es):
V32280
04/21/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.480
Ng/L
0.480
1.00
2
04/21/23 19:17
MSA
V32281
1,2-Dichloroethane
<0.300
ug/L
0.300
1.00
2
04/21/23 19:17
MSA
V32281
1,1-Dichloroethene
<0.300
Ng/L
0.300
1.00
2
04/21/23 19:17
MSA
V32281
cis- 1,2-Dich loroethene
3.27
ug/L
0.400
1.00
2
04/21/23 19:17
MSA
V32281
trans-1,2-Dichloroethene
<0.360
Ng/L
0.360
1.00
2
04/21/23 19:17
MSA
V32281
1,2-Dichloropropane
<0.380
ug/L
0.380
1.00
2
04/21/23 19:17
MSA
V32281
cis- 1,3-Dich loropropene
<0.420
Ng/L
0.420
1.00
2
04/21/23 19:17
MSA
V32281
trans-1,3-Dichloropropene
<0.300
ug/L
0.300
1.00
2
04/21/23 19:17
MSA
V32281
1,4-Dioxane
<32.0
Ng/L
32.0
300
2
04/21/23 19:17
MSA
V32281
Ethylbenzene
<0.340
ug/L
0.340
1.00
2
04/21/23 19:17
MSA
V32281
2-Hexanone
<0.760
Ng/L
0.760
10.0
2
04/21/23 19:17
MSA
V32281
Methyl Ethyl Ketone (MEK)
<1.42
ug/L
1.42
10.0
2
04/21/23 19:17
MSA
V32281
4-Methyl-2-Pentanone
<2.00
Ng/L
2.00
10.0
2
04/21/23 19:17
MSA
V32281
Methylene Chloride
<0.660
ug/L
0.660
2.00
2
04/21/23 19:17
MSA
V32281
Styrene
<0.440
Ng/L
0.440
1.00
2
04/21/23 19:17
MSA
V32281
1,1,1,2-Tetrachloroethane
<0.320
ug/L
0.320
1.00
2
04/21/23 19:17
MSA
V32281
1,1,2,2-Tetrachloroethane
<0.320
Ng/L
0.320
1.00
2
04/21/23 19:17
MSA
V32281
Tetrachloroethene
<0.440
ug/L
0.440
1.00
2
04/21/23 19:17
MSA
V32281
Tetrahydrofuran
<3.00
Ng/L
3.00
20.0
2
04/21/23 19:17
MSA
V32281
Toluene
<0.440
ug/L
0.440
1.00
2
04/21/23 19:17
MSA
V32281
1,1,1-Trichloroethane
<0.320
Ng/L
0.320
1.00
2
04/21/23 19:17
MSA
V32281
1,1,2-Trichloroethane
<0.192
ug/L
0.192
1.00
2
04/21/23 19:17
MSA
V32281
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 60 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93764
Sample ID: MW-16
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 10:00
Analytical Method: 8260D
Prep Batch(es):
V32280
04/21/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.360
Ng/L
0.360
1.00
2
04/21/23 19:17 MSA
V32281
Trichlorofluoromethane
<0.360
ug/L
0.360
1.00
2
04/21/23 19:17 MSA
V32281
1,2,3-Trichloropropane
<0.540
Ng/L
0.540
2.00
2
04/21/23 19:17 MSA
V32281
Vinyl Acetate
<2.00
ug/L
2.00
4.00
2
04/21/23 19:17 MSA
V32281
Vinyl Chloride
0.5863
Ng/L
0.340
1.00
2
04/21/23 19:17 MSA
V32281
o-Xylene
<0.420
ug/L
0.420
1.00
2
04/21/23 19:17 MSA
V32281
m,p-Xylene
<0.840
Ng/L
0.840
2.00
2
04/21/23 19:17 MSA
V32281
Xylene (Total)
<0.42
ug/L
0.420
1.00
2
04/21/23 19:17
V32281
Surrogate:4-Bromofluorobenzene
98.0
Limits:
80-124%
2 04/21/23 19:17 MSA
V32281
Surrogate: Dibromofluoromethane
96.6
Limits:
75-129%
2 04/21/23 19:17 MSA
V32281
Surrogate: 1,2-Dichloroethane - d4
93.2
Limits:
63-136%
2 04/21/23 19:17 MSA
V32281
Surrogate: Toluene-d8
95.8
Limits:
77-123%
2 04/21/23 19:17 MSA
V32281
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 61 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93765
Sample ID: MW-19
Matrix: Aqueous
Sampled: 4/12/2023 10:45
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/19/23 10:51
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 21:23
CPW
6020B
Arsenic
0.3663
Ng/L
0.297
1.00
1
04/21/23 21:23
CPW
6020E
Barium
65.3
u9/L
0.453
1.00
1
04/21/23 21:23
CPW
6020B
Beryllium
0.4213
Ng/L
0.102
1.00
1
04/21/23 21:23
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 21:23
CPW
6020B
Chromium
3.55
Ng/L
0.346
1.00
1
04/21/23 21:23
CPW
6020B
Cobalt
1.88
u9/L
0.060
1.00
1
04/21/23 21:23
CPW
6020B
Copper
3.53
Ng/L
0.489
1.00
1
04/21/23 21:23
CPW
6020B
Lead
2.53
u9/L
0.264
1.00
1
04/21/23 21:23
CPW
6020B
Nickel
2.06
Ng/L
0.182
1.00
1
04/21/23 21:23
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 21:23
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 21:23
CPW
6020B
Thallium
0.08543
u9/L
0.0610
1.00
1
04/21/23 21:23
CPW
6020B
Vanadium
6.13
Ng/L
0.767
5.00
1
04/21/23 21:23
CPW
6020B
Zinc
18.3
u9/L
4.67
10.0
1
04/21/23 21:23
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 62 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93765
Matrix: Aqueous
Sample ID: MW-19
Sampled:
4/12/2023
10:45
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/20/23 22:46
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 22:46
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 22:46
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 22:46
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 22:46
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 22:46
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 22:46
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 22:46
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 22:46
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 22:46
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 22:46
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 22:46
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 22:46
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 22:46
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 22:46
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 22:46
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 22:46
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 22:46
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 22:46
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 22:46
MSA
V32261
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/20/23 22:46
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 22:46
MSA
V32261
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions MQL Method Quantitation Limit
Page 63 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93765
Matrix: Aqueous
Sample ID: MW-19
Sampled:
4/12/2023
10:45
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
0.2403
Ng/L
0.240
0.500
1
04/20/23 22:46
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 22:46
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 22:46
MSA
V32261
cis- 1,2-Dich loroethene
0.3733
ug/L
0.200
0.500
1
04/20/23 22:46
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 22:46
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 22:46
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 22:46
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 22:46
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 22:46
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 22:46
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 22:46
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 22:46
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 22:46
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 22:46
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 22:46
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 22:46
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 22:46
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 22:46
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/20/23 22:46
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 22:46
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 22:46
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 22:46
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 64 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93765
Sample ID: MW-19
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 10:45
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 22:46 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 22:46 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 22:46 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 22:46 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 22:46 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 22:46 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 22:46 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 22:46
V32261
Surrogate: 4-Bromofluorobenzene
98.4
Limits:
80-124%
1 04/20/23 22:46 MSA
V32261
Surrogate: Dibromofluoromethane
97.2
Limits:
75-129%
1 04/20/23 22:46 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
95.6
Limits:
63-136%
1 04/20/23 22:46 MSA
V32261
Surrogate: Toluene-d8
100
Limits:
77-123%
1 04/20/23 22:46 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 65 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93766
Sample ID: MW-22
Matrix: Aqueous
Sampled: 4/12/2023 11:15
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/19/23 11:16
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 21:27
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 21:27
CPW
6020E
Barium
45.2
ug/L
0.453
1.00
1
04/21/23 21:27
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 21:27
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 21:27
CPW
6020B
Chromium
0.3943
Ng/L
0.346
1.00
1
04/21/23 21:27
CPW
6020B
Cobalt
5.30
u9/L
0.060
1.00
1
04/21/23 21:27
CPW
6020B
Copper
0.5583
Ng/L
0.489
1.00
1
04/21/23 21:27
CPW
6020B
Lead
<0.264
u9/L
0.264
1.00
1
04/21/23 21:27
CPW
6020B
Nickel
2.00
Ng/L
0.182
1.00
1
04/21/23 21:27
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 21:27
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 21:27
CPW
6020B
Thallium
0.09443
u9/L
0.0610
1.00
1
04/21/23 21:27
CPW
6020B
Vanadium
1.103
Ng/L
0.767
5.00
1
04/21/23 21:27
CPW
6020B
Zinc
6.08 J
u9/L
4.67
10.0
1
04/21/23 21:27
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 66 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93766
Matrix: Aqueous
Sample ID: MW-22
Sampled:
4/12/2023
11:15
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/20/23 23:10
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 23:10
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 23:10
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 23:10
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 23:10
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 23:10
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 23:10
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 23:10
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 23:10
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 23:10
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 23:10
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 23:10
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 23:10
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 23:10
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 23:10
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 23:10
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 23:10
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 23:10
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 23:10
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 23:10
MSA
V32261
1,4-Dichlorobenzene
0.2893
Ng/L
0.210
0.500
1
04/20/23 23:10
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 23:10
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 67 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93766
Matrix: Aqueous
Sample ID: MW-22
Sampled:
4/12/2023
11:15
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/20/23 23:10
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 23:10
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 23:10
MSA
V32261
cis- 1,2-Dich loroethene
0.2993
ug/L
0.200
0.500
1
04/20/23 23:10
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 23:10
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 23:10
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 23:10
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 23:10
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 23:10
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 23:10
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 23:10
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 23:10
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 23:10
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 23:10
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 23:10
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 23:10
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 23:10
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 23:10
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/20/23 23:10
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 23:10
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 23:10
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 23:10
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 68 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93766
Sample ID: MW-22
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 11:15
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 23:10 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 23:10 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 23:10 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 23:10 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 23:10 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 23:10 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 23:10 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 23:10
V32261
Surrogate: 4-Bromofluorobenzene
95.4
Limits:
80-124%
1 04/20/23 23:10 MSA
V32261
Surrogate: Dibromofluoromethane
98.8
Limits:
75-129%
1 04/20/23 23:10 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
92.2
Limits:
63-136%
1 04/20/23 23:10 MSA
V32261
Surrogate: Toluene-d8
98.0
Limits:
77-123%
1 04/20/23 23:10 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 69 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93767
Sample ID: MW-17
Matrix: Aqueous
Sampled: 4/12/2023 11:30
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
18.8
Ng/L
0.139
2.00
1
04/19/23 12:36
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
04/21/23 21:31
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 21:31
CPW
6020B
Barium
30.3
ug/L
0.453
1.00
1
04/21/23 21:31
CPW
6020B
Beryllium
0.1333
Ng/L
0.102
1.00
1
04/21/23 21:31
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
04/21/23 21:31
CPW
6020B
Chromium
0.8983
Ng/L
0.346
1.00
1
04/21/23 21:31
CPW
6020B
Cobalt
2.88
ug/L
0.060
1.00
1
04/21/23 21:31
CPW
6020B
Copper
0.9063
Ng/L
0.489
1.00
1
04/21/23 21:31
CPW
6020B
Lead
0.2793
ug/L
0.264
1.00
1
04/21/23 21:31
CPW
6020B
Nickel
4.49
Ng/L
0.182
1.00
1
04/21/23 21:31
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
04/21/23 21:31
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 21:31
CPW
6020B
Thallium
<0.0610
ug/L
0.0610
1.00
1
04/21/23 21:31
CPW
6020B
Vanadium
1.883
Ng/L
0.767
5.00
1
04/21/23 21:31
CPW
6020B
Zinc
14.2
ug/L
4.67
10.0
1
04/21/23 21:31
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 70 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93767
Matrix: Aqueous
Sample ID: MW-17
Sampled:
4/12/2023
11:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/20/23 23:35
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 23:35
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 23:35
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 23:35
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 23:35
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 23:35
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 23:35
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 23:35
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 23:35
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 23:35
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 23:35
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 23:35
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 23:35
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 23:35
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 23:35
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 23:35
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 23:35
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 23:35
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 23:35
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 23:35
MSA
V32261
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/20/23 23:35
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/20/23 23:35
MSA
V32261
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions MQL Method Quantitation Limit
Page 71 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93767
Matrix: Aqueous
Sample ID: MW-17
Sampled:
4/12/2023
11:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/20/23 23:35
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/20/23 23:35
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/20/23 23:35
MSA
V32261
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/20/23 23:35
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 23:35
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/20/23 23:35
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/20/23 23:35
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/20/23 23:35
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/20/23 23:35
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/20/23 23:35
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/20/23 23:35
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/20/23 23:35
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/20/23 23:35
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/20/23 23:35
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/20/23 23:35
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 23:35
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 23:35
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/20/23 23:35
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/20/23 23:35
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 23:35
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 23:35
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 23:35
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 72 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93767
Sample ID: MW-17
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 11:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 23:35 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 23:35 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 23:35 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 23:35 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 23:35 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 23:35 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 23:35 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 23:35
V32261
Surrogate: 4-Bromofluorobenzene
95.8
Limits:
80-124%
1 04/20/23 23:35 MSA
V32261
Surrogate: Dibromofluoromethane
96.4
Limits:
75-129%
1 04/20/23 23:35 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
93.8
Limits:
63-136%
1 04/20/23 23:35 MSA
V32261
Surrogate: Toluene-d8
99.0
Limits:
77-123%
1 04/20/23 23:35 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 73 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93768
Sample ID: MW-14
Matrix: Aqueous
Sampled: 4/12/2023 13:30
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/19/23 13:01
TBL
8260D SIM
Antimony
<0.618
pg/L
0.618
1.00
1
04/21/23 21:35
CPW
6020B
Arsenic
0.4473
Ng/L
0.297
1.00
1
04/21/23 21:35
CPW
6020E
Barium
29.9
pg/L
0.453
1.00
1
04/21/23 21:35
CPW
6020B
Beryllium
0.1993
Ng/L
0.102
1.00
1
04/21/23 21:35
CPW
6020B
Cadmium
<0.350
pg/L
0.350
1.00
1
04/21/23 21:35
CPW
6020B
Chromium
2.05
Ng/L
0.346
1.00
1
04/21/23 21:35
CPW
6020B
Cobalt
2.86
pg/L
0.060
1.00
1
04/21/23 21:35
CPW
6020B
Copper
2.17
Ng/L
0.489
1.00
1
04/21/23 21:35
CPW
6020B
Lead
0.750 J
pg/L
0.264
1.00
1
04/21/23 21:35
CPW
6020B
Nickel
2.37
Ng/L
0.182
1.00
1
04/21/23 21:35
CPW
6020B
Selenium
<0.703
pg/L
0.703
1.00
1
04/21/23 21:35
CPW
6020B
Silver
0.3203
Ng/L
0.0570
1.00
1
04/21/23 21:35
CPW
6020B
Thallium
0.06593
pg/L
0.0610
1.00
1
04/21/23 21:35
CPW
6020B
Vanadium
4.013
Ng/L
0.767
5.00
1
04/21/23 21:35
CPW
6020B
Zinc
21.6
u9/L
4.67
10.0
1
04/21/23 21:35
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 74 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93768
Matrix: Aqueous
Sample ID: MW-14
Sampled:
4/12/2023
13:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/21/23 00:00
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/21/23 00:00
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/21/23 00:00
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/21/23 00:00
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 00:00
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/21/23 00:00
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/21/23 00:00
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/21/23 00:00
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/21/23 00:00
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/21/23 00:00
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/21/23 00:00
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/21/23 00:00
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/21/23 00:00
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/21/23 00:00
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/21/23 00:00
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/21/23 00:00
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/21/23 00:00
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/21/23 00:00
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/21/23 00:00
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/21/23 00:00
MSA
V32261
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/21/23 00:00
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/21/23 00:00
MSA
V32261
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions MQL Method Quantitation Limit
Page 75 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93768
Matrix: Aqueous
Sample ID: MW-14
Sampled:
4/12/2023
13:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
1.76
Ng/L
0.240
0.500
1
04/21/23 00:00
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/21/23 00:00
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/21/23 00:00
MSA
V32261
cis- 1,2-Dich loroethene
4.37
ug/L
0.200
0.500
1
04/21/23 00:00
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/21/23 00:00
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/21/23 00:00
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/21/23 00:00
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/21/23 00:00
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/21/23 00:00
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/21/23 00:00
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/21/23 00:00
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/21/23 00:00
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/21/23 00:00
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/21/23 00:00
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/21/23 00:00
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/21/23 00:00
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 00:00
MSA
V32261
Tetrachloroethene
0.247 J
ug/L
0.220
0.500
1
04/21/23 00:00
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/21/23 00:00
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/21/23 00:00
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 00:00
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/21/23 00:00
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 76 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93768
Sample ID: MW-14
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 13:30
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
0.530
Ng/L
0.180
0.500
1
04/21/23 00:00 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/21/23 00:00 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/21/23 00:00 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/21/23 00:00 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/21/23 00:00 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/21/23 00:00 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/21/23 00:00 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/21/23 00:00
V32261
Surrogate: 4-Bromofluorobenzene
96.0
Limits:
80-124%
1 04/21/23 00:00 MSA
V32261
Surrogate: Dibromofluoromethane
98.0
Limits:
75-129%
1 04/21/23 00:00 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
92.2
Limits:
63-136%
1 04/21/23 00:00 MSA
V32261
Surrogate: Toluene-d8
101
Limits:
77-123%
1 04/21/23 00:00 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 77 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93769
Sample ID: MW-21
Matrix: Aqueous
Sampled: 4/12/2023 13:45
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
6.74
Ng/L
0.139
2.00
1
04/19/23 13:26
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
04/21/23 21:39
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 21:39
CPW
6020B
Barium
52.2
ug/L
0.453
1.00
1
04/21/23 21:39
CPW
6020B
Beryllium
0.1353
Ng/L
0.102
1.00
1
04/21/23 21:39
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
04/21/23 21:39
CPW
6020B
Chromium
1.35
Ng/L
0.346
1.00
1
04/21/23 21:39
CPW
6020B
Cobalt
4.34
ug/L
0.060
1.00
1
04/21/23 21:39
CPW
6020B
Copper
1.61
Ng/L
0.489
1.00
1
04/21/23 21:39
CPW
6020B
Lead
0.535 3
ug/L
0.264
1.00
1
04/21/23 21:39
CPW
6020B
Nickel
1.91
Ng/L
0.182
1.00
1
04/21/23 21:39
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
04/21/23 21:39
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 21:39
CPW
6020B
Thallium
<0.0610
ug/L
0.0610
1.00
1
04/21/23 21:39
CPW
6020B
Vanadium
4.243
Ng/L
0.767
5.00
1
04/21/23 21:39
CPW
6020B
Zinc
9.263
ug/L
4.67
10.0
1
04/21/23 21:39
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 78 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93769
Matrix: Aqueous
Sample ID: MW-21
Sampled:
4/12/2023
13:45
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/21/23 00:24
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/21/23 00:24
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/21/23 00:24
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/21/23 00:24
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 00:24
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/21/23 00:24
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/21/23 00:24
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/21/23 00:24
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/21/23 00:24
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/21/23 00:24
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/21/23 00:24
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/21/23 00:24
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/21/23 00:24
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/21/23 00:24
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/21/23 00:24
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/21/23 00:24
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/21/23 00:24
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/21/23 00:24
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/21/23 00:24
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/21/23 00:24
MSA
V32261
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/21/23 00:24
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/21/23 00:24
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 79 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93769
Matrix: Aqueous
Sample ID: MW-21
Sampled:
4/12/2023
13:45
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
0.872
Ng/L
0.240
0.500
1
04/21/23 00:24
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/21/23 00:24
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/21/23 00:24
MSA
V32261
cis- 1,2-Dich loroethene
8.19
ug/L
0.200
0.500
1
04/21/23 00:24
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/21/23 00:24
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/21/23 00:24
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/21/23 00:24
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/21/23 00:24
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/21/23 00:24
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/21/23 00:24
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/21/23 00:24
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/21/23 00:24
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/21/23 00:24
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/21/23 00:24
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/21/23 00:24
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/21/23 00:24
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 00:24
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/21/23 00:24
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/21/23 00:24
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/21/23 00:24
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 00:24
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/21/23 00:24
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 80 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93769
Sample ID: MW-21
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 13:45
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
0.4433
Ng/L
0.180
0.500
1
04/21/23 00:24 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/21/23 00:24 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/21/23 00:24 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/21/23 00:24 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/21/23 00:24 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/21/23 00:24 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/21/23 00:24 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/21/23 00:24
V32261
Surrogate: 4-Bromofluorobenzene
98.4
Limits:
80-124%
1 04/21/23 00:24 MSA
V32261
Surrogate: Dibromofluoromethane
95.6
Limits:
75-129%
1 04/21/23 00:24 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
90.2
Limits:
63-136%
1 04/21/23 00:24 MSA
V32261
Surrogate: Toluene-d8
95.8
Limits:
77-123%
1 04/21/23 00:24 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 81 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93770
Sample ID: MW-23
Matrix: Aqueous
Sampled: 4/12/2023 14:00
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/19/23 13:51
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 21:43
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 21:43
CPW
6020E
Barium
33.8
u9/L
0.453
1.00
1
04/21/23 21:43
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 21:43
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 21:43
CPW
6020B
Chromium
1.49
Ng/L
0.346
1.00
1
04/21/23 21:43
CPW
6020B
Cobalt
0.4053
u9/L
0.060
1.00
1
04/21/23 21:43
CPW
6020B
Copper
0.9033
Ng/L
0.489
1.00
1
04/21/23 21:43
CPW
6020B
Lead
0.4473
pg/L
0.264
1.00
1
04/21/23 21:43
CPW
6020B
Nickel
0.6933
Ng/L
0.182
1.00
1
04/21/23 21:43
CPW
6020E
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 21:43
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 21:43
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 21:43
CPW
6020B
Vanadium
2.793
Ng/L
0.767
5.00
1
04/21/23 21:43
CPW
6020B
Zinc
16.8
u9/L
4.67
10.0
1
04/21/23 21:43
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 82 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93770
Matrix: Aqueous
Sample ID: MW-23
Sampled:
4/12/2023
14:00
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/21/23 00:49
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/21/23 00:49
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/21/23 00:49
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/21/23 00:49
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 00:49
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/21/23 00:49
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/21/23 00:49
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/21/23 00:49
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/21/23 00:49
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/21/23 00:49
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/21/23 00:49
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/21/23 00:49
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/21/23 00:49
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/21/23 00:49
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/21/23 00:49
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/21/23 00:49
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/21/23 00:49
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/21/23 00:49
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/21/23 00:49
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/21/23 00:49
MSA
V32261
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/21/23 00:49
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/21/23 00:49
MSA
V32261
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions MQL Method Quantitation Limit
Page 83 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93770
Matrix: Aqueous
Sample ID: MW-23
Sampled:
4/12/2023
14:00
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/21/23 00:49
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/21/23 00:49
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/21/23 00:49
MSA
V32261
cis- 1,2-Dich loroethene
0.433 J
ug/L
0.200
0.500
1
04/21/23 00:49
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/21/23 00:49
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/21/23 00:49
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/21/23 00:49
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/21/23 00:49
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/21/23 00:49
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/21/23 00:49
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/21/23 00:49
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/21/23 00:49
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/21/23 00:49
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/21/23 00:49
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/21/23 00:49
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/21/23 00:49
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 00:49
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/21/23 00:49
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/21/23 00:49
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/21/23 00:49
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 00:49
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/21/23 00:49
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 84 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93770
Sample ID: MW-23
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 14:00
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/21/23 00:49 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/21/23 00:49 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/21/23 00:49 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/21/23 00:49 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/21/23 00:49 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/21/23 00:49 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/21/23 00:49 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/21/23 00:49
V32261
Surrogate: 4-Bromofluorobenzene
97.6
Limits:
80-124%
1 04/21/23 00:49 MSA
V32261
Surrogate: Dibromofluoromethane
97.2
Limits:
75-129%
1 04/21/23 00:49 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
91.8
Limits:
63-136%
1 04/21/23 00:49 MSA
V32261
Surrogate: Toluene-d8
96.8
Limits:
77-123%
1 04/21/23 00:49 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 85 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93771
Sample ID: MW-1
Matrix: Aqueous
Sampled: 4/12/2023 14:15
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/19/23 14:16
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 21:46
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 21:46
CPW
6020E
Barium
14.2
ug/L
0.453
1.00
1
04/21/23 21:46
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 21:46
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 21:46
CPW
6020B
Chromium
<0.346
Ng/L
0.346
1.00
1
04/21/23 21:46
CPW
6020B
Cobalt
0.603 J
pg/L
0.060
1.00
1
04/21/23 21:46
CPW
6020B
Copper
<0.489
Ng/L
0.489
1.00
1
04/21/23 21:46
CPW
6020B
Lead
<0.264
u9/L
0.264
1.00
1
04/21/23 21:46
CPW
6020B
Nickel
0.346 J
Ng/L
0.182
1.00
1
04/21/23 21:46
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 21:46
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 21:46
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 21:46
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
04/21/23 21:46
CPW
6020B
Zinc
10.9
ug/L
4.67
10.0
1
04/21/23 21:46
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 86 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93771
Matrix: Aqueous
Sample ID: MW-1
Sampled:
4/12/2023
14:15
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/21/23 01:14
MSA
V32261
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/21/23 01:14
MSA
V32261
Benzene
<0.180
Ng/L
0.180
0.500
1
04/21/23 01:14
MSA
V32261
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/21/23 01:14
MSA
V32261
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 01:14
MSA
V32261
Bromoform
<1.50
ug/L
1.50
5.00
1
04/21/23 01:14
MSA
V32261
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/21/23 01:14
MSA
V32261
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/21/23 01:14
MSA
V32261
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/21/23 01:14
MSA
V32261
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/21/23 01:14
MSA
V32261
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/21/23 01:14
MSA
V32261
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/21/23 01:14
MSA
V32261
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/21/23 01:14
MSA
V32261
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/21/23 01:14
MSA
V32261
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/21/23 01:14
MSA
V32261
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/21/23 01:14
MSA
V32261
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/21/23 01:14
MSA
V32261
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/21/23 01:14
MSA
V32261
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/21/23 01:14
MSA
V32261
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/21/23 01:14
MSA
V32261
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/21/23 01:14
MSA
V32261
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/21/23 01:14
MSA
V32261
Qualifiers/ DF Dilution Factor
3
Estimated value
Definitions MQL Method Quantitation Limit
Page 87 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93771
Matrix: Aqueous
Sample ID: MW-1
Sampled:
4/12/2023
14:15
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/21/23 01:14
MSA
V32261
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/21/23 01:14
MSA
V32261
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/21/23 01:14
MSA
V32261
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/21/23 01:14
MSA
V32261
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/21/23 01:14
MSA
V32261
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/21/23 01:14
MSA
V32261
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/21/23 01:14
MSA
V32261
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/21/23 01:14
MSA
V32261
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/21/23 01:14
MSA
V32261
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/21/23 01:14
MSA
V32261
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/21/23 01:14
MSA
V32261
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/21/23 01:14
MSA
V32261
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/21/23 01:14
MSA
V32261
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/21/23 01:14
MSA
V32261
Styrene
<0.220
Ng/L
0.220
0.500
1
04/21/23 01:14
MSA
V32261
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/21/23 01:14
MSA
V32261
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 01:14
MSA
V32261
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/21/23 01:14
MSA
V32261
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/21/23 01:14
MSA
V32261
Toluene
<0.220
ug/L
0.220
0.500
1
04/21/23 01:14
MSA
V32261
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 01:14
MSA
V32261
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/21/23 01:14
MSA
V32261
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 88 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93771
Sample ID: MW-1
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 14:15
Analytical Method: 8260D
Prep Batch(es):
V32260
04/20/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/21/23 01:14 MSA
V32261
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/21/23 01:14 MSA
V32261
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/21/23 01:14 MSA
V32261
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/21/23 01:14 MSA
V32261
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/21/23 01:14 MSA
V32261
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/21/23 01:14 MSA
V32261
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/21/23 01:14 MSA
V32261
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/21/23 01:14
V32261
Surrogate: 4-Bromofluorobenzene
97.2
Limits:
80-124%
1 04/21/23 01:14 MSA
V32261
Surrogate: Dibromofluoromethane
96.6
Limits:
75-129%
1 04/21/23 01:14 MSA
V32261
Surrogate: 1,2-Dichloroethane - d4
91.4
Limits:
63-136%
1 04/21/23 01:14 MSA
V32261
Surrogate: Toluene-d8
98.6
Limits:
77-123%
1 04/21/23 01:14 MSA
V32261
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 89 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93772
Sample ID: MW-11
Matrix: Aqueous
Sampled: 4/12/2023 14:45
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/19/23 14:42
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 21:50
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 21:50
CPW
6020E
Barium
32.9
u9/L
0.453
1.00
1
04/21/23 21:50
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 21:50
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 21:50
CPW
6020B
Chromium
0.5303
Ng/L
0.346
1.00
1
04/21/23 21:50
CPW
6020B
Cobalt
23.6
u9/L
0.060
1.00
1
04/21/23 21:50
CPW
6020B
Copper
1.36
Ng/L
0.489
1.00
1
04/21/23 21:50
CPW
6020B
Lead
0.3523
u9/L
0.264
1.00
1
04/21/23 21:50
CPW
6020B
Nickel
1.96
Ng/L
0.182
1.00
1
04/21/23 21:50
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 21:50
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 21:50
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 21:50
CPW
6020B
Vanadium
1.043
Ng/L
0.767
5.00
1
04/21/23 21:50
CPW
6020B
Zinc
15.4
ug/L
4.67
10.0
1
04/21/23 21:50
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 90 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93772
Matrix: Aqueous
Sample ID: MW-11
Sampled:
4/12/2023
14:45
Analytical Method: 8260D
Prep Batch(es):
V32482
04/26/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/26/23 22:09
MSA
V32483
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/26/23 22:09
MSA
V32483
Benzene
0.3333
Ng/L
0.180
0.500
1
04/26/23 22:09
MSA
V32483
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/26/23 22:09
MSA
V32483
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/26/23 22:09
MSA
V32483
Bromoform
<1.50
ug/L
1.50
5.00
1
04/26/23 22:09
MSA
V32483
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/26/23 22:09
MSA
V32483
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/26/23 22:09
MSA
V32483
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/26/23 22:09
MSA
V32483
Chlorobenzene
1.44
ug/L
0.190
0.500
1
04/26/23 22:09
MSA
V32483
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/26/23 22:09
MSA
V32483
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/26/23 22:09
MSA
V32483
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/26/23 22:09
MSA
V32483
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/26/23 22:09
MSA
V32483
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/26/23 22:09
MSA
V32483
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/26/23 22:09
MSA
V32483
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/26/23 22:09
MSA
V32483
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/26/23 22:09
MSA
V32483
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/26/23 22:09
MSA
V32483
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/26/23 22:09
MSA
V32483
1,4-Dichlorobenzene
2.03
Ng/L
0.210
0.500
1
04/26/23 22:09
MSA
V32483
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/26/23 22:09
MSA
V32483
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 91 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93772
Matrix: Aqueous
Sample ID: MW-11
Sampled:
4/12/2023
14:45
Analytical Method: 8260D
Prep Batch(es):
V32482
04/26/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
0.3483
Ng/L
0.240
0.500
1
04/26/23 22:09
MSA
V32483
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/26/23 22:09
MSA
V32483
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/26/23 22:09
MSA
V32483
cis- 1,2-Dich loroethene
0.602
ug/L
0.200
0.500
1
04/26/23 22:09
MSA
V32483
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/26/23 22:09
MSA
V32483
1,2-Dichloropropane
0.614
ug/L
0.190
0.500
1
04/26/23 22:09
MSA
V32483
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/26/23 22:09
MSA
V32483
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/26/23 22:09
MSA
V32483
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/26/23 22:09
MSA
V32483
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/26/23 22:09
MSA
V32483
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/26/23 22:09
MSA
V32483
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/26/23 22:09
MSA
V32483
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/26/23 22:09
MSA
V32483
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/26/23 22:09
MSA
V32483
Styrene
<0.220
Ng/L
0.220
0.500
1
04/26/23 22:09
MSA
V32483
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/26/23 22:09
MSA
V32483
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/26/23 22:09
MSA
V32483
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/26/23 22:09
MSA
V32483
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/26/23 22:09
MSA
V32483
Toluene
<0.220
ug/L
0.220
0.500
1
04/26/23 22:09
MSA
V32483
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/26/23 22:09
MSA
V32483
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/26/23 22:09
MSA
V32483
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 92 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93772
Sample ID: MW-11
Matrix: Aqueous
Sampled: 4/12/2023 14:45
Analytical Method: 8260D
Prep Batch(es):
V32482 04/26/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL MQL
DF Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180 0.500
1 04/26/23 22:09 MSA
V32483
Trichlorofluoromethane
<0.180
ug/L
0.180 0.500
1 04/26/23 22:09 MSA
V32483
1,2,3-Trichloropropane
<0.270
Ng/L
0.270 1.00
1 04/26/23 22:09 MSA
V32483
Vinyl Acetate
<1.00
ug/L
1.00 2.00
1 04/26/23 22:09 MSA
V32483
Vinyl Chloride
<0.170
Ng/L
0.170 0.500
1 04/26/23 22:09 MSA
V32483
o-Xylene
<0.210
ug/L
0.210 0.500
1 04/26/23 22:09 MSA
V32483
m,p-Xylene
<0.420
Ng/L
0.420 1.00
1 04/26/23 22:09 MSA
V32483
Xylene (Total)
<0.21
ug/L
0.210 0.500
1 04/26/23 22:09
V32483
Surrogate: 4-Bromofluorobenzene
99.8
Limits: 80-124%
1 04/26/23 22:09 MSA
V32483
Surrogate: Dibromofluoromethane
98.6
Limits: 75-129%
1 04/26/23 22:09 MSA
V32483
Surrogate: 1,2-Dichloroethane - d4
100
Limits: 63-136%
1 04/26/23 22:09 MSA
V32483
Surrogate: Toluene-d8
99.8
Limits: 77-123%
1 04/26/23 22:09 MSA
V32483
Surrogate: 4-Bromofluorobenzene
97.2
Limits: 80-124%
10 04/21/23 22:10 MSA
V32281
Surrogate: Dibromofluoromethane
97.0
Limits: 75-129%
10 04/21/23 22:10 MSA
V32281
Surrogate: 1,2-Dichloroethane - d4
94.0
Limits: 63-136%
10 04/21/23 22:10 MSA
V32281
Surrogate: Toluene-d8
97.8
Limits: 77-123%
10 04/21/23 22:10 MSA
V32281
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 93 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93773
Sample ID: MW-18
Matrix: Aqueous
Sampled: 4/12/2023 15:45
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/19/23 15:07
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 21:54
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 21:54
CPW
6020E
Barium
65.8
u9/L
0.453
1.00
1
04/21/23 21:54
CPW
6020B
Beryllium
0.1903
Ng/L
0.102
1.00
1
04/21/23 21:54
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 21:54
CPW
6020B
Chromium
3.96
Ng/L
0.346
1.00
1
04/21/23 21:54
CPW
6020B
Cobalt
1.70
u9/L
0.060
1.00
1
04/21/23 21:54
CPW
6020B
Copper
1.76
Ng/L
0.489
1.00
1
04/21/23 21:54
CPW
6020B
Lead
1.47
ug/L
0.264
1.00
1
04/21/23 21:54
CPW
6020B
Nickel
2.41
Ng/L
0.182
1.00
1
04/21/23 21:54
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 21:54
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 21:54
CPW
6020B
Thallium
0.116 J
u9/L
0.0610
1.00
1
04/21/23 21:54
CPW
6020B
Vanadium
6.63
Ng/L
0.767
5.00
1
04/21/23 21:54
CPW
6020B
Zinc
19.0
u9/L
4.67
10.0
1
04/21/23 21:54
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 94 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93773
Matrix: Aqueous
Sample ID: MW-18
Sampled:
4/12/2023
15:45
Analytical Method: 8260D
Prep Batch(es):
V32280
04/21/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/21/23 15:09
MSA
V32281
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/21/23 15:09
MSA
V32281
Benzene
<0.180
Ng/L
0.180
0.500
1
04/21/23 15:09
MSA
V32281
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/21/23 15:09
MSA
V32281
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 15:09
MSA
V32281
Bromoform
<1.50
ug/L
1.50
5.00
1
04/21/23 15:09
MSA
V32281
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/21/23 15:09
MSA
V32281
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/21/23 15:09
MSA
V32281
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/21/23 15:09
MSA
V32281
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/21/23 15:09
MSA
V32281
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/21/23 15:09
MSA
V32281
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/21/23 15:09
MSA
V32281
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/21/23 15:09
MSA
V32281
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/21/23 15:09
MSA
V32281
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/21/23 15:09
MSA
V32281
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/21/23 15:09
MSA
V32281
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/21/23 15:09
MSA
V32281
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/21/23 15:09
MSA
V32281
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/21/23 15:09
MSA
V32281
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/21/23 15:09
MSA
V32281
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/21/23 15:09
MSA
V32281
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/21/23 15:09
MSA
V32281
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 95 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93773
Matrix: Aqueous
Sample ID: MW-18
Sampled:
4/12/2023
15:45
Analytical Method: 8260D
Prep Batch(es):
V32280
04/21/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/21/23 15:09
MSA
V32281
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/21/23 15:09
MSA
V32281
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/21/23 15:09
MSA
V32281
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/21/23 15:09
MSA
V32281
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/21/23 15:09
MSA
V32281
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/21/23 15:09
MSA
V32281
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/21/23 15:09
MSA
V32281
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/21/23 15:09
MSA
V32281
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/21/23 15:09
MSA
V32281
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/21/23 15:09
MSA
V32281
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/21/23 15:09
MSA
V32281
Methyl Ethyl Ketone (MEK)
<0.710
ug/L
0.710
5.00
1
04/21/23 15:09
MSA
V32281
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/21/23 15:09
MSA
V32281
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/21/23 15:09
MSA
V32281
Styrene
<0.220
Ng/L
0.220
0.500
1
04/21/23 15:09
MSA
V32281
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/21/23 15:09
MSA
V32281
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 15:09
MSA
V32281
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/21/23 15:09
MSA
V32281
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/21/23 15:09
MSA
V32281
Toluene
<0.220
ug/L
0.220
0.500
1
04/21/23 15:09
MSA
V32281
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 15:09
MSA
V32281
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/21/23 15:09
MSA
V32281
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 96 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93773
Sample ID: MW-18
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 15:45
Analytical Method: 8260D
Prep Batch(es):
V32280
04/21/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/21/23 15:09 MSA
V32281
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/21/23 15:09 MSA
V32281
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/21/23 15:09 MSA
V32281
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/21/23 15:09 MSA
V32281
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/21/23 15:09 MSA
V32281
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/21/23 15:09 MSA
V32281
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/21/23 15:09 MSA
V32281
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/21/23 15:09
V32281
Surrogate:4-Bromofluorobenzene
97.4
Limits:80-124%
1 04/21/23 15:09 MSA
V32281
Surrogate: Dibromofluoromethane
97.2
Limits:
75-129%
1 04/21/23 15:09 MSA
V32281
Surrogate: 1,2-Dichloroethane - d4
91.2
Limits:
63-136%
1 04/21/23 15:09 MSA
V32281
Surrogate: Toluene-d8
99.4
Limits:
77-123%
1 04/21/23 15:09 MSA
V32281
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 97 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Report Date : 04/28/2023
Received : 04/14/2023
Lab No : 93927
Sample ID: WSW-2
Matrix: Aqueous
Sampled: 4/12/2023 15:00
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/19/23 15:32
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 23:24
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 23:24
CPW
6020E
Barium
2.51
u9/L
0.453
1.00
1
04/21/23 23:24
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 23:24
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 23:24
CPW
6020B
Chromium
<0.346
Ng/L
0.346
1.00
1
04/21/23 23:24
CPW
6020B
Cobalt
<0.060
pg/L
0.060
1.00
1
04/21/23 23:24
CPW
6020B
Copper
19.1
Ng/L
0.489
1.00
1
04/21/23 23:24
CPW
6020B
Lead
0.499 J
u9/L
0.264
1.00
1
04/21/23 23:24
CPW
6020B
Nickel
1.04
Ng/L
0.182
1.00
1
04/21/23 23:24
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 23:24
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 23:24
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 23:24
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
04/21/23 23:24
CPW
6020B
Zinc
62.5
u9/L
4.67
10.0
1
04/21/23 23:24
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 98 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93927
Matrix: Aqueous
Sample ID: WSW-2
Sampled:
4/12/2023
15:00
Analytical Method: 8260D
Prep Batch(es):
V32280
04/21/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/21/23 15:34
MSA
V32281
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/21/23 15:34
MSA
V32281
Benzene
<0.180
Ng/L
0.180
0.500
1
04/21/23 15:34
MSA
V32281
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/21/23 15:34
MSA
V32281
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 15:34
MSA
V32281
Bromoform
<1.50
ug/L
1.50
5.00
1
04/21/23 15:34
MSA
V32281
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/21/23 15:34
MSA
V32281
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/21/23 15:34
MSA
V32281
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/21/23 15:34
MSA
V32281
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/21/23 15:34
MSA
V32281
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/21/23 15:34
MSA
V32281
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/21/23 15:34
MSA
V32281
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/21/23 15:34
MSA
V32281
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/21/23 15:34
MSA
V32281
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/21/23 15:34
MSA
V32281
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/21/23 15:34
MSA
V32281
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/21/23 15:34
MSA
V32281
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/21/23 15:34
MSA
V32281
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/21/23 15:34
MSA
V32281
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/21/23 15:34
MSA
V32281
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/21/23 15:34
MSA
V32281
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/21/23 15:34
MSA
V32281
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 99 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93927
Matrix: Aqueous
Sample ID: WSW-2
Sampled:
4/12/2023
15:00
Analytical Method: 8260D
Prep Batch(es):
V32280
04/21/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/21/23 15:34
MSA
V32281
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/21/23 15:34
MSA
V32281
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/21/23 15:34
MSA
V32281
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/21/23 15:34
MSA
V32281
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/21/23 15:34
MSA
V32281
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/21/23 15:34
MSA
V32281
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/21/23 15:34
MSA
V32281
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/21/23 15:34
MSA
V32281
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/21/23 15:34
MSA
V32281
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/21/23 15:34
MSA
V32281
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/21/23 15:34
MSA
V32281
Methyl Ethyl Ketone (MEK)
1.22 J
ug/L
0.710
5.00
1
04/21/23 15:34
MSA
V32281
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/21/23 15:34
MSA
V32281
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/21/23 15:34
MSA
V32281
Styrene
<0.220
Ng/L
0.220
0.500
1
04/21/23 15:34
MSA
V32281
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/21/23 15:34
MSA
V32281
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 15:34
MSA
V32281
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/21/23 15:34
MSA
V32281
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/21/23 15:34
MSA
V32281
Toluene
<0.220
ug/L
0.220
0.500
1
04/21/23 15:34
MSA
V32281
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 15:34
MSA
V32281
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/21/23 15:34
MSA
V32281
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 100 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93927
Sample ID: WSW-2
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 15:00
Analytical Method: 8260D
Prep Batch(es):
V32280
04/21/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/21/23 15:34 MSA
V32281
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/21/23 15:34 MSA
V32281
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/21/23 15:34 MSA
V32281
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/21/23 15:34 MSA
V32281
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/21/23 15:34 MSA
V32281
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/21/23 15:34 MSA
V32281
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/21/23 15:34 MSA
V32281
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/21/23 15:34
V32281
Surrogate:4-Bromofluorobenzene
96.6
Limits:80-124%
1 04/21/23 15:34 MSA
V32281
Surrogate: Dibromofluoromethane
97.2
Limits:
75-129%
1 04/21/23 15:34 MSA
V32281
Surrogate: 1,2-Dichloroethane - d4
91.4
Limits:
63-136%
1 04/21/23 15:34 MSA
V32281
Surrogate: Toluene-d8
98.0
Limits:
77-123%
1 04/21/23 15:34 MSA
V32281
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
J Estimated value
Page 101 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
WavDdibnto
ANALYTICAL
01186
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh , NC 27603
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project Surry County MSW
Information :
Report Date : 04/28/2023
Received : 04/14/2023
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93928 Matrix: Aqueous
Sample ID: TRIP BLANKS Sampled: 4/12/2023 0:00
Test Results Units MDL MQL DF Date / Time By Analytical
Analyzed Method
1,4-Dioxane <0.139 Ng/L 0.139 2.00 1 04/19/23 10:26 TBL 8260D SIM
Surrogate:4-Bromofluorobenzene 115 Limits:70-130% 1 04/19/2310:26 TBL V32165
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
I Estimated value
Page 102 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93928
Matrix: Aqueous
Sample ID: TRIP BLANKS
Sampled:
4/12/2023
0:00
Analytical Method: 8260D
Prep Batch(es):
V32280
04/21/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<1.80
Ng/L
1.80
5.00
1
04/21/23 13:30
MSA
V32281
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/21/23 13:30
MSA
V32281
Benzene
<0.180
Ng/L
0.180
0.500
1
04/21/23 13:30
MSA
V32281
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/21/23 13:30
MSA
V32281
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 13:30
MSA
V32281
Bromoform
<1.50
ug/L
1.50
5.00
1
04/21/23 13:30
MSA
V32281
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/21/23 13:30
MSA
V32281
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/21/23 13:30
MSA
V32281
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/21/23 13:30
MSA
V32281
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/21/23 13:30
MSA
V32281
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/21/23 13:30
MSA
V32281
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/21/23 13:30
MSA
V32281
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/21/23 13:30
MSA
V32281
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/21/23 13:30
MSA
V32281
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/21/23 13:30
MSA
V32281
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/21/23 13:30
MSA
V32281
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/21/23 13:30
MSA
V32281
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/21/23 13:30
MSA
V32281
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/21/23 13:30
MSA
V32281
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/21/23 13:30
MSA
V32281
1,4-Dichlorobenzene
<0.210
Ng/L
0.210
0.500
1
04/21/23 13:30
MSA
V32281
Dichlorodifluoromethane
<1.20
ug/L
1.20
5.00
1
04/21/23 13:30
MSA
V32281
Qualifiers/ DF Dilution Factor
J
Estimated value
Definitions MQL Method Quantitation Limit
Page 103 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101 REPOR T OF A NA L YSIS
Lab No : 93928
Matrix: Aqueous
Sample ID: TRIP BLANKS
Sampled:
4/12/2023
0:00
Analytical Method: 8260D
Prep Batch(es):
V32280
04/21/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,1-Dichloroethane
<0.240
Ng/L
0.240
0.500
1
04/21/23 13:30
MSA
V32281
1,2-Dichloroethane
<0.150
ug/L
0.150
0.500
1
04/21/23 13:30
MSA
V32281
1,1-Dichloroethene
<0.150
Ng/L
0.150
0.500
1
04/21/23 13:30
MSA
V32281
cis- 1,2-Dich loroethene
<0.200
ug/L
0.200
0.500
1
04/21/23 13:30
MSA
V32281
trans-1,2-Dichloroethene
<0.180
Ng/L
0.180
0.500
1
04/21/23 13:30
MSA
V32281
1,2-Dichloropropane
<0.190
ug/L
0.190
0.500
1
04/21/23 13:30
MSA
V32281
cis- 1,3-Dich loropropene
<0.210
Ng/L
0.210
0.500
1
04/21/23 13:30
MSA
V32281
trans-1,3-Dichloropropene
<0.150
ug/L
0.150
0.500
1
04/21/23 13:30
MSA
V32281
1,4-Dioxane
<16.0
Ng/L
16.0
150
1
04/21/23 13:30
MSA
V32281
Ethylbenzene
<0.170
ug/L
0.170
0.500
1
04/21/23 13:30
MSA
V32281
2-Hexanone
<0.380
Ng/L
0.380
5.00
1
04/21/23 13:30
MSA
V32281
Methyl Ethyl Ketone (MEK)
1.343
ug/L
0.710
5.00
1
04/21/23 13:30
MSA
V32281
4-Methyl-2-Pentanone
<1.00
Ng/L
1.00
5.00
1
04/21/23 13:30
MSA
V32281
Methylene Chloride
<0.330
ug/L
0.330
1.00
1
04/21/23 13:30
MSA
V32281
Styrene
<0.220
Ng/L
0.220
0.500
1
04/21/23 13:30
MSA
V32281
1,1,1,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/21/23 13:30
MSA
V32281
1,1,2,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 13:30
MSA
V32281
Tetrachloroethene
<0.220
ug/L
0.220
0.500
1
04/21/23 13:30
MSA
V32281
Tetrahydrofuran
<1.50
Ng/L
1.50
10.0
1
04/21/23 13:30
MSA
V32281
Toluene
<0.220
ug/L
0.220
0.500
1
04/21/23 13:30
MSA
V32281
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/21/23 13:30
MSA
V32281
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/21/23 13:30
MSA
V32281
Qualifiers/ DF Dilution Factor
I
Estimated value
Definitions MQL Method Quantitation Limit
Page 104 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
•
Charlotte, NC 28217
Waypoint. 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
01186
Smith & Gardner, Inc. Project Surry County MSW
Seth C. Rickerts Report Date : 04/28/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0101
Lab No : 93928
Sample ID: TRIP BLANKS
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 0:00
Analytical Method: 8260D
Prep Batch(es):
V32280
04/21/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/21/23 13:30 MSA
V32281
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/21/23 13:30 MSA
V32281
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/21/23 13:30 MSA
V32281
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/21/23 13:30 MSA
V32281
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/21/23 13:30 MSA
V32281
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/21/23 13:30 MSA
V32281
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/21/23 13:30 MSA
V32281
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/21/23 13:30
V32281
Surrogate:4-Bromofluorobenzene
99.2
Limits:80-124%
1 04/21/23 13:30 MSA
V32281
Surrogate: Dibromofluoromethane
97.6
Limits:
75-129%
1 04/21/23 13:30 MSA
V32281
Surrogate: 1,2-Dichloroethane - d4
90.8
Limits:
63-136%
1 04/21/23 13:30 MSA
V32281
Surrogate: Toluene-d8
101
Limits:
77-123%
1 04/21/23 13:30 MSA
V32281
Qualifiers/ DF Dilution Factor
Definitions MQL Method Quantitation Limit
I Estimated value
Page 105 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep:
L677117
QC Analytical Batch(es): L677479,L677768
QC Prep Batch Method:
3005A
Analysis Method:
6020B
Analysis Description:
Metals Analyses
Lab Reagent Blank
LRB-L677117
Matrix: AQU
Associated Lab Samples:
93753, 93754, 93755,
93756,
93757, 93758, 93759, 93760, 93761
Blank
MDL
MQL
Analyzed
Parameter
Units
Result
Antimony
pg/L
<0.618
0.618
1.00
04/21/23 03:35
Arsenic
pg/L
<0.297
0.297
1.00
04/21/23 03:35
Barium
pg/L
<0.453
0.453
1.00
04/21/23 03:35
Beryllium
pg/L
<0.102
0.102
1.00
04/21/23 03:35
Cadmium
pg/L
<0.350
0.350
1.00
04/21/23 03:35
Chromium
pg/L
<0.346
0.346
1.00
04/21/23 03:35
Cobalt
pg/L
<0.060
0.060
1.00
04/21/23 03:35
Copper
pg/L
<0.489
0.489
1.00
04/21/23 03:35
Lead
pg/L
<0.264
0.264
1.00
04/21/23 03:35
Nickel
pg/L
<0.182
0.182
1.00
04/21/23 03:35
Selenium
pg/L
<0.703
0.703
1.00
04/21/23 03:35
Silver
pg/L
<0.0570
0.0570
1.00
04/21/23 03:35
Thallium
pg/L
<0.0610
0.0610
1.00
04/21/2318:11
Vanadium
pg/L
<0.767
0.767
5.00
04/21/23 18:11
Zinc
pg/L
<4.67
4.67
10.0
04/21/23 03:35
Laboratory Control Sample LCS-L677117
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Antimony
pg/L
100
92.4
92.0
80-120
Arsenic
pg/L
50.0
47.1
94.0
80-120
Barium
pg/L
100
88.2
88.0
80-120
Beryllium
pg/L
50.0
47.3
95.0
80-120
Cadmium
pg/L
10.0
9.83
98.0
80-120
Chromium
pg/L
100
95.1
95.0
80-120
Cobalt
pg/L
100
95.4
95.0
80-120
Copper
pg/L
50.0
48.0
96.0
80-120
Date: 04/28/2023 12:14 PM Page 1 of 31
Page 106 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: L677117 QC Analytical Batch(es): L677479,L677768
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Laboratory Control Sample LCS-1-677117
Parameter
Units
Spike
Conc.
LCS
Result
LCS %Rec
% Rec
Limits
Lead
pg/L
50.0
45.3
91.0
80-120
Nickel
pg/L
50.0
48.4
97.0
80-120
Selenium
pg/L
100
89.8
90.0
80-120
Silver
pg/L
10.0
9.43
94.0
80-120
Thallium
pg/L
10.0
9.04
90.0
80-120
Vanadium
pg/L
500
471
94.0
80-120
Zinc
pg/L
500
511
102
80-120
Matrix Spike & Matrix Spike Duplicate
Parameter Units
V 93761-MS-L677117
MS Spike
Result Conc.
V 93761-MSD-L677117
MSD MS Result MSD
Spike Result
Conc.
MS
%Rec
MSD
%Rec
%Rec
Limits
RPD
Max
RPD
Antimony
pg/L
< 0.618
100
100
89.6
89.9
90.0
90.0
75-125
0.3
20.0
Arsenic
pg/L
0.346
50.0
50.0
51.2
50.8
102
101
75-125
0.7
20.0
Barium
pg/L
56.8
100
100
140
143
83.0
86.0
75-125
2.1
20.0
Beryllium
pg/L
< 0.102
50.0
50.0
49.2
50.9
98.0
102
75-125
3.3
20.0
Cadmium
pg/L
< 0.350
10.0
10.0
10.5
10.3
105
103
75-125
1.9
20.0
Chromium
pg/L
0.407
100
100
97.0
98.6
97.0
98.0
75-125
1.6
20.0
Cobalt
pg/L
86.4
100
100
180
181
94.0
95.0
75-125
0.5
20.0
Copper
pg/L
0.699
50.0
50.0
49.6
49.6
98.0
98.0
75-125
0.0
20.0
Lead
pg/L
< 0.264
50.0
50.0
47.4
48.0
95.0
96.0
75-125
1.2
20.0
Nickel
pg/L
2.83
50.0
50.0
51.6
52.6
98.0
100
75-125
1.9
20.0
Selenium
pg/L
< 0.703
100
100
97.4
96.6
97.0
97.0
75-125
0.8
20.0
Silver
pg/L
< 0.0570
10.0
10.0
9.69
9.51
97.0
95.0
75-125
1.8
20.0
Thallium
pg/L
0.251
10.0
10.0
9.70
10.1
94.0
98.0
75-125
4.0
20.0
Vanadium
pg/L
< 0.767
500
500
472
492
94.0
98.0
75-125
4.1
20.0
Zinc
pg/L
12.5
500
500
525
532
103
104
75-125
1.3
20.0
Date: 04/28/2023 12:14 PM Page 2 of 31
Page 107 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: L677117 QC Analytical Batch(es): L677479,L677768
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Post Digestion Spike V 93761-PDS-L677117
Parameter
Units
PDS
Result
%
Recovery
Analyzed
Antimony
pg/L
45.8
92.0
04/21/23 05:29
Arsenic
pg/L
25.1
100
04/21/23 05:29
Barium
pg/L
76.8
98.0
04/21/23 05:29
Beryllium
pg/L
24.9
99.0
04/21/23 05:29
Cadmium
Ng/L
5.06
101
04/21/23 05:29
Chromium
pg/L
50.1
100
04/21/23 05:29
Cobalt
pg/L
94.7
102
04/21/23 05:29
Copper
pg/L
25.1
99.0
04/21/23 05:29
Lead
pg/L
24.1
97.0
04/21/23 05:29
Nickel
pg/L
26.4
100
04/21/23 05:29
Selenium
pg/L
49.2
98.0
04/21/23 05:29
Silver
pg/L
4.91
98.0
04/21/23 05:29
Thallium
Ng/L
5.05
99.0
04/21/23 20:01
Vanadium
pg/L
238
95.0
04/21/23 20:01
Zinc
pg/L
261
102
04/21/23 05:29
Date: 04/28/2023 12:14 PM Page 3 of 31
Page 108 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep:
L677119
QC Analytical Batch(es): L677775
QC Prep Batch Method:
3005A
Analysis Method:
6020B
Analysis Description:
Metals Analyses
Lab Reagent Blank
LRB-L677119
Matrix: AQU
Associated Lab Samples:
93762, 93763, 93764,
93765,
93766, 93767, 93768, 93769, 93770,
93771, 93772, 93773
Blank
MDL
MQL
Analyzed
Parameter
Units
Result
Antimony
pg/L
<0.618
0.618
1.00
04/21/23 20:56
Arsenic
pg/L
<0.297
0.297
1.00
04/21/23 20:56
Barium
pg/L
<0.453
0.453
1.00
04/21/23 20:56
Beryllium
pg/L
<0.102
0.102
1.00
04/21/23 20:56
Cadmium
pg/L
<0.350
0.350
1.00
04/21/23 20:56
Chromium
pg/L
<0.346
0.346
1.00
04/21/23 20:56
Cobalt
pg/L
<0.060
0.060
1.00
04/21/23 20:56
Copper
pg/L
<0.489
0.489
1.00
04/21/23 20:56
Lead
pg/L
<0.264
0.264
1.00
04/21/23 20:56
Nickel
pg/L
<0.182
0.182
1.00
04/21/23 20:56
Selenium
pg/L
<0.703
0.703
1.00
04/21/23 20:56
Silver
pg/L
<0.0570
0.0570
1.00
04/21/23 20:56
Thallium
pg/L
<0.0610
0.0610
1.00
04/21/23 20:56
Vanadium
pg/L
<0.767
0.767
5.00
04/21/23 20:56
Zinc
pg/L
<4.67
4.67
10.0
04/21/23 20:56
Laboratory Control Sample LCS-L677119
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Antimony
pg/L
100
101
101
80-120
Arsenic
pg/L
50.0
49.7
99.0
80-120
Barium
pg/L
100
96.0
96.0
80-120
Beryllium
pg/L
50.0
51.0
102
80-120
Cadmium
pg/L
10.0
9.55
96.0
80-120
Chromium
pg/L
100
98.9
99.0
80-120
Cobalt
pg/L
100
98.2
98.0
80-120
Copper
pg/L
50.0
51.2
102
80-120
Date: 04/28/2023 12:14 PM Page 4 of 31
Page 109 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: L677119 QC Analytical Batch(es): L677775
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Laboratory Control Sample LCS-1-677119
Parameter
Units
Spike
Conc.
LCS
Result
LCS %Rec
% Rec
Limits
Lead
pg/L
50.0
48.8
98.0
80-120
Nickel
pg/L
50.0
50.8
102
80-120
Selenium
pg/L
100
102
102
80-120
Silver
pg/L
10.0
9.68
97.0
80-120
Thallium
pg/L
10.0
9.47
95.0
80-120
Vanadium
pg/L
500
498
100
80-120
Zinc
pg/L
500
526
105
80-120
Matrix Spike & Matrix Spike Duplicate
Parameter Units
V 93781-MS-L677119
MS Spike
Result Conc.
V 93781-MSD-L677119
MSD MS Result MSD
Spike Result
Conc.
MS
%Rec
MSD
%Rec
%Rec
Limits
RPD
Max
RPD
Antimony
pg/L
< 0.618
100
100
99.2
100
99.0
100
75-125
0.8
20.0
Arsenic
pg/L
< 0.297
50.0
50.0
48.2
47.3
96.0
95.0
75-125
1.8
20.0
Barium
pg/L
71.9
100
100
165
163
93.0
91.0
75-125
1.2
20.0
Beryllium
pg/L
< 0.102
50.0
50.0
48.0
49.1
96.0
98.0
75-125
2.2
20.0
Cadmium
pg/L
< 0.350
10.0
10.0
9.32
9.05
93.0
91.0
75-125
2.9
20.0
Chromium
pg/L
0.615
100
100
90.6
89.8
90.0
89.0
75-125
0.8
20.0
Cobalt
pg/L
0.567
100
100
92.3
89.3
92.0
89.0
75-125
3.3
20.0
Copper
pg/L
1.14
50.0
50.0
48.1
46.3
94.0
90.0
75-125
3.8
20.0
Lead
pg/L
< 0.264
50.0
50.0
47.0
47.0
94.0
94.0
75-125
0.0
20.0
Nickel
pg/L
5.46
50.0
50.0
50.6
49.1
90.0
87.0
75-125
3.0
20.0
Selenium
pg/L
< 0.703
100
100
93.7
96.4
94.0
96.0
75-125
2.8
20.0
Silver
pg/L
< 0.0570
10.0
10.0
9.55
9.27
96.0
93.0
75-125
2.9
20.0
Thallium
pg/L
< 0.0610
10.0
10.0
9.33
9.57
93.0
96.0
75-125
2.5
20.0
Vanadium
pg/L
< 0.767
500
500
470
465
94.0
93.0
75-125
1.0
20.0
Zinc
pg/L
15.1
500
500
505
488
98.0
95.0
75-125
3.4
20.0
Date: 04/28/2023 12:14 PM Page 5 of 31
Page 110 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: L677119 QC Analytical Batch(es): L677775
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Post Digestion Spike V 93781-PDS-L677119
Parameter
Units
PDS
Result
%
Recovery
Analyzed
Antimony
pg/L
47.7
95.0
04/21/23 22:53
Arsenic
pg/L
24.0
96.0
04/21/23 22:53
Barium
pg/L
81.0
94.0
04/21/23 22:53
Beryllium
pg/L
24.4
97.0
04/21/23 22:53
Cadmium
pg/L
4.59
92.0
04/21/23 22:53
Chromium
pg/L
46.2
92.0
04/21/23 22:53
Cobalt
pg/L
46.9
93.0
04/21/23 22:53
Copper
pg/L
23.9
94.0
04/21/23 22:53
Lead
pg/L
23.3
93.0
04/21/23 22:53
Nickel
pg/L
26.1
94.0
04/21/23 22:53
Selenium
pg/L
47.1
94.0
04/21/23 22:53
Silver
pg/L
4.95
99.0
04/21/23 22:53
Thallium
pg/L
4.86
97.0
04/21/23 22:53
Vanadium
pg/L
241
96.0
04/21/23 22:53
Zinc
pg/L
243
94.0
04/21/23 22:53
Date: 04/28/2023 12:14 PM Page 6 of 31
Page 111 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: L677120 QC Analytical Batch(es): L677774
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Lab Reagent Blank LRB-1-677120 Matrix: AQU
Associated Lab Samples: 93927
Parameter
Units
Blank
Result
MDL
MQL
Analyzed
Antimony
pg/L
<0.618
0.618
1.00
04/21/23 23:01
Arsenic
pg/L
<0.297
0.297
1.00
04/21/23 23:01
Barium
pg/L
<0.453
0.453
1.00
04/21/23 23:01
Beryllium
pg/L
<0.102
0.102
1.00
04/21/23 23:01
Cadmium
pg/L
<0.350
0.350
1.00
04/21/23 23:01
Chromium
pg/L
<0.346
0.346
1.00
04/21/23 23:01
Cobalt
pg/L
<0.060
0.060
1.00
04/21/23 23:01
Copper
pg/L
<0.489
0.489
1.00
04/21/23 23:01
Lead
pg/L
<0.264
0.264
1.00
04/21/23 23:01
Nickel
pg/L
<0.182
0.182
1.00
04/21/23 23:01
Selenium
pg/L
<0.703
0.703
1.00
04/21/23 23:01
Silver
pg/L
<0.0570
0.0570
1.00
04/21/23 23:01
Thallium
pg/L
<0.0610
0.0610
1.00
04/21/23 23:01
Vanadium
pg/L
<0.767
0.767
5.00
04/21/23 23:01
Zinc
pg/L
<4.67
4.67
10.0
04/21/23 23:01
Laboratory Control Sample LCS-L677120
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Antimony
pg/L
100
101
101
80-120
Arsenic
pg/L
50.0
49.5
99.0
80-120
Barium
pg/L
100
93.5
94.0
80-120
Beryllium
pg/L
50.0
48.4
97.0
80-120
Cadmium
pg/L
10.0
9.33
93.0
80-120
Chromium
pg/L
100
95.5
96.0
80-120
Cobalt
pg/L
100
95.6
96.0
80-120
Copper
pg/L
50.0
49.9
100
80-120
Date: 04/28/2023 12:14 PM Page 7 of 31
Page 112 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: L677120 QC Analytical Batch(es): L677774
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Laboratory Control Sample LCS-1-677120
Parameter
Units
Spike
Conc.
LCS
Result
LCS %Rec
% Rec
Limits
Lead
pg/L
50.0
48.4
97.0
80-120
Nickel
pg/L
50.0
48.7
97.0
80-120
Selenium
pg/L
100
100
100
80-120
Silver
pg/L
10.0
9.76
98.0
80-120
Thallium
pg/L
10.0
9.57
96.0
80-120
Vanadium
pg/L
500
485
97.0
80-120
Zinc
pg/L
500
511
102
80-120
Matrix Spike & Matrix Spike Duplicate
Parameter Units
V 94079-MS-L677120
MS Spike
Result Conc.
V 94079-MSD-L677120
MSD MS Result MSD
Spike Result
Conc.
MS
%Rec
MSD
%Rec
%Rec
Limits
RPD
Max
RPD
Antimony
pg/L
< 0.618
100
100
98.5
102
99.0
102
75-125
3.4
20.0
Arsenic
pg/L
0.307
50.0
50.0
49.3
49.2
98.0
98.0
75-125
0.2
20.0
Barium
pg/L
20.4
100
100
111
116
91.0
96.0
75-125
4.4
20.0
Beryllium
pg/L
< 0.102
50.0
50.0
48.8
50.6
98.0
101
75-125
3.6
20.0
Cadmium
pg/L
< 0.350
10.0
10.0
9.59
9.73
96.0
97.0
75-125
1.4
20.0
Chromium
pg/L
1.25
100
100
94.0
96.4
93.0
95.0
75-125
2.5
20.0
Cobalt
pg/L
0.537
100
100
91.9
94.5
91.0
94.0
75-125
2.7
20.0
Copper
pg/L
2.36
50.0
50.0
50.7
50.0
97.0
95.0
75-125
1.3
20.0
Lead
pg/L
< 0.264
50.0
50.0
46.9
48.4
94.0
97.0
75-125
3.1
20.0
Nickel
pg/L
0.613
50.0
50.0
46.8
47.6
92.0
94.0
75-125
1.6
20.0
Selenium
pg/L
1.17
100
100
98.2
102
97.0
101
75-125
3.7
20.0
Silver
pg/L
< 0.0570
10.0
10.0
9.68
9.52
97.0
95.0
75-125
1.6
20.0
Thallium
pg/L
< 0.0610
10.0
10.0
9.33
9.50
93.0
95.0
75-125
1.8
20.0
Vanadium
pg/L
2.60
500
500
476
499
95.0
99.0
75-125
4.7
20.0
Zinc
pg/L
17.9
500
500
491
504
95.0
97.0
75-125
2.6
20.0
Date: 04/28/2023 12:14 PM Page 8 of 31
Page 113 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: L677120 QC Analytical Batch(es): L677774
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Post Digestion Spike V 94079-PDS-L677120
Parameter
Units
PDS
Result
%
Recovery
Analyzed
Antimony
pg/L
49.6
99.0
04/22/23 00:04
Arsenic
pg/L
24.1
96.0
04/22/23 00:04
Barium
pg/L
57.5
96.0
04/22/23 00:04
Beryllium
pg/L
24.4
98.0
04/22/23 00:04
Cadmium
pg/L
4.37
87.0
04/22/23 00:04
Chromium
pg/L
47.0
93.0
04/22/23 00:04
Cobalt
pg/L
46.6
93.0
04/22/23 00:04
Copper
pg/L
24.1
92.0
04/22/23 00:04
Lead
pg/L
24.1
96.0
04/22/23 00:04
Nickel
pg/L
23.6
93.0
04/22/23 00:04
Selenium
Ng/L
50.3
99.0
04/22/23 00:04
Silver
pg/L
4.78
96.0
04/22/23 00:04
Thallium
pg/L
4.94
99.0
04/22/23 00:04
Vanadium
pg/L
241
96.0
04/22/23 00:04
Zinc
pg/L
239
92.0
04/22/23 00:04
Date: 04/28/2023 12:14 PM Page 9 of 31
Page 114 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
w
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID:
Smith & Gardner, Inc.
Project Description:
Surry County MSW
Report No:
23-104-0101
QC Prep:
V32118
QC Analytical Batch(es): V32119
QC Prep Batch Method:
5030B
Analysis Method: 8260D SIM
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank
LRB-V32118
Matrix: AQU
Associated Lab Samples:
93753, 93754, 93755, 93756, 93757, 93758,
93759, 93760, 93761, 93762, 93763, 93764
Blank MDL
MQL Analyzed % % Rec
Parameter
Units Result
Recovery Limits
1,4-Dioxane
pg/L <0.139 0.139
2.00 04/18/23 20:24
4-Bromofluorobenzene (S)
04/18/23 20:24 112 70-130
Laboratory Control Sample LCS-V32118
Spike
LCS LCS %Rec % Rec
Parameter
Units Conc.
Result Limits
1,4-Dioxane pg/L
50.0 40.6
81.2
70-130
4-Bromofluorobenzene (S)
96.6
70-130
Matrix Spike & Matrix Spike Duplicate
V 93763-MS-V32118 V 93763-MSD-V32118
MS Spike MSD MS Result
MSD
MS MSD %Rec Max
Parameter Units
Result Conc. Spike
Result
%Rec %Rec Limits RPD RPD
Conc.
1,4-Dioxane pg/L < 0.139 50.0 50.0 43.4 42.6 86.8 85.2 70-130 1.8 20.0
4-Bromofluorobenzene (S) 90.6 108 70-130
Date: 04/28/2023 12:14 PM Page 10 of 31
Page 115 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
w
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID:
Smith & Gardner, Inc.
Project Description:
Surry County MSW
Report No:
23-104-0101
QC Prep:
V32164
QC Analytical Batch(es): V32165
QC Prep Batch Method:
5030B
Analysis Method: 8260D SIM
Analysis Description: Volatile Organic
Compounds - GC/MS
Lab Reagent Blank
LRB-V32164
Matrix: AQU
Associated Lab Samples:
93765, 93766, 93767, 93768, 93769, 93770,
93771, 93772, 93773, 93927, 93928
Blank MDL
MQL Analyzed
% % Rec
Parameter
Units Result
Recovery Limits
1,4-Dioxane
pg/L <0.139 0.139
2.00 04/19/2310:01
4-Bromofluorobenzene (S)
04/19/23 10:01
106 70-130
Laboratory Control Sample LCS-V32164
Spike
LCS LCS %Rec
% Rec
Parameter
Units Conc.
Result
Limits
1,4-Dioxane pg/L
50.0 43.2
86.4
70-130
4-Bromofluorobenzene (S)
116
70-130
Matrix Spike & Matrix Spike Duplicate
V 93782-MS-V32164 V 93782-MSD-V32164
MS Spike MSD MS Result
MSD
MS MSD %Rec Max
Parameter Units
Result Conc. Spike
Result
%Rec %Rec Limits RPD RPD
Conc.
1,4-Dioxane pg/L < 0.139 50.0 50.0 46.6 41.2 93.2 82.4 70-130 12.3 20.0
4-Bromofluorobenzene (S) 91.6 105 70-130
Date: 04/28/2023 12:14 PM Page 11 of 31
Page 116 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
QC Prep: V32206
QC Prep Batch Method: 5030B
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Analytical Batch(es): V32207
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V32206 Matrix: AQU
Associated Lab Samples: 93753
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/20/23 02:12
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/20/23 02:12
Benzene
pg/L
<0.180
0.180
0.500
04/20/23 02:12
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/20/23 02:12
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/20/23 02:12
Bromoform
pg/L
<1.50
1.50
5.00
04/20/23 02:12
Bromomethane
pg/L
<0.280
0.280
1.00
04/20/23 02:12
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/20/23 02:12
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/20/23 02:12
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/20/23 02:12
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/20/23 02:12
Chloroethane
pg/L
<0.430
0.430
1.00
04/20/23 02:12
Chloroform
pg/L
<0.220
0.220
0.500
04/20/23 02:12
Chloromethane
pg/L
<0.220
0.220
0.500
04/20/23 02:12
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/20/23 02:12
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
04/20/23 02:12
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/20/23 02:12
Dibromomethane
pg/L
<0.230
0.230
0.500
04/20/23 02:12
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/20/23 02:12
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/20/23 02:12
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/20/23 02:12
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/20/23 02:12
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/20/23 02:12
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/20/23 02:12
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/20/23 02:12
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/20/23 02:12
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/20/23 02:12
Date:
04/28/2023 12:14 PM
Page 12 of 31
Page 117 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V32206 QC Analytical Batch(es): V32207
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V32206 Matrix: AQU
Associated Lab Samples: 93753
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/20/23 02:12
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/20/23 02:12
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/20/23 02:12
1,4-Dioxane
pg/L
<16.0
16.0
150
04/20/23 02:12
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/20/23 02:12
2-Hexanone
pg/L
<0.380
0.380
5.00
04/20/23 02:12
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/20/23 02:12
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/20/23 02:12
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/20/23 02:12
Styrene
pg/L
<0.220
0.220
0.500
04/20/23 02:12
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/20/23 02:12
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/20/23 02:12
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/20/23 02:12
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/20/23 02:12
Toluene
pg/L
<0.220
0.220
0.500
04/20/23 02:12
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/20/23 02:12
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/20/23 02:12
Trichloroethene
pg/L
<0.180
0.180
0.500
04/20/23 02:12
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/20/23 02:12
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/20/23 02:12
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/20/23 02:12
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/20/23 02:12
o-Xylene
pg/L
<0.210
0.210
0.500
04/20/23 02:12
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/20/23 02:12
4-Bromofluorobenzene (S)
04/20/23 02:12
98.0 80-124
Dibromofluoromethane (S)
04/20/23 02:12
98.8 75-129
1,2-Dichloroethane - d4 (S)
04/20/23 02:12
94.8 63-136
Date:
04/28/2023 12:14 PM
Page 13 of 31
Page 118 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
w
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0101
QC Prep: V32206 QC Analytical Batch(es): V32207
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V32206 Matrix: AQU
Associated Lab Samples: 93753
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Toluene-d8 (S) 04/20/23 02:12 99.2 77-123
Laboratory Control Sample & LCSD LCS-V32206 LCSD-V32206
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec a/o Rec Limits
Acetone
pg/L
40.0
33.3
32.5
83.2
81.2
40-166
Acrylonitrile
pg/L
40.0
44.2
43.6
111
109
81-127
Benzene
pg/L
20.0
21.5
21.4
108
107
77-128
Bromochloromethane
pg/L
20.0
21.4
20.8
107
104
78-135
Bromodichloromethane
pg/L
20.0
21.0
20.9
105
105
76-138
Bromoform
pg/L
20.0
20.9
20.3
105
102
71-135
Bromomethane
pg/L
20.0
26.1
20.7
131
104
41-168
Carbon Disulfide
pg/L
20.0
22.2
22.2
111
111
59-135
Carbon Tetrachloride
pg/L
20.0
21.4
21.3
107
107
72-142
Chlorobenzene
pg/L
20.0
21.5
22.2
108
111
78-119
Chlorodibromomethane
pg/L
20.0
21.7
21.7
109
109
75-134
Chloroethane
pg/L
20.0
22.7
21.8
114
109
57-142
Chloroform
pg/L
20.0
21.4
21.2
107
106
77-130
Chloromethane
pg/L
20.0
23.2
23.9
116
120
47-145
Di -Isopropyl Ether (DIPE)
pg/L
20.0
21.7
21.7
109
109
60-154
1,2-Dibromo-3-Chloropropane
pg/L
20.0
21.9
23.0
110
115
63-134
1,2-Dibromoethane
pg/L
20.0
21.8
22.2
109
111
77-135
Dibromomethane
pg/L
20.0
20.6
20.6
103
103
76-138
trans-1,4-Dichloro-2-butene
pg/L
20.0
17.0
17.1
85.0
85.5
70-130
1,2-Dichlorobenzene
pg/L
20.0
21.2
22.0
106
110
78-128
1,4-Dichlorobenzene
pg/L
20.0
21.0
22.0
105
110
75-126
RPD Max
RPD
2.4 20.0
1.3 20.0
0.4 20.0
2.8 20.0
0.4 20.0
2.9 20.0
23.0* 20.0
0.0 20.0
0.4 20.0
3.2 20.0
0.0 20.0
4.0 20.0
0.9 20.0
2.9 20.0
0.0 20.0
4.8 20.0
1.8 20.0
0.0 20.0
0.5 20.0
3.7 20.0
4.6 20.0
* QC Fail Date: 04/28/2023 12:14 PM
Page 119 of 140
Page 14 of 31

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V32206 QC Analytical Batch(es): V32207
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V32206 LCSD-V32206
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dichlorodifluoromethane
pg/L
20.0
21.7
19.8
109
99.0
28-163
9.1
20.0
1,1-Dichloroethane
pg/L
20.0
21.6
21.5
108
108
70-130
0.4
20.0
1,2-Dichloroethane
pg/L
20.0
20.1
20.0
101
100
68-131
0.4
20.0
1,1-Dichloroethene
pg/L
20.0
21.2
21.8
106
109
70-154
2.7
20.0
cis-1,2-Dichloroethene
pg/L
20.0
20.3
18.7
102
93.5
76-141
8.2
20.0
trans-1,2-Dichloroethene
pg/L
20.0
21.5
21.5
108
108
76-135
0.0
20.0
1,2-Dichloropropane
pg/L
20.0
21.3
21.0
107
105
77-130
1.4
20.0
cis-1,3-Dichloropropene
pg/L
20.0
21.1
20.2
106
101
65-140
4.3
20.0
trans-1,3-Dichloropropene
pg/L
20.0
20.5
20.3
103
102
67-140
0.9
20.0
1,4-Dioxane
pg/L
200
204
214
102
107
70-130
4.7
20.0
Ethylbenzene
pg/L
20.0
20.5
20.9
103
105
80-127
1.9
20.0
2-Hexanone
pg/L
20.0
18.8
18.7
94.0
93.5
64-137
0.5
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
18.4
18.5
92.0
92.5
71-134
0.5
20.0
4-Methyl-2-Pentanone
pg/L
20.0
21.0
20.8
105
104
69-134
0.9
20.0
Methylene Chloride
pg/L
20.0
22.5
22.6
113
113
73-131
0.4
20.0
Styrene
pg/L
20.0
21.5
21.3
108
107
78-129
0.9
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
21.7
22.1
109
111
79-134
1.8
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
19.1
19.1
95.5
95.5
62-127
0.0
20.0
Tetrachloroethene
pg/L
20.0
20.7
21.1
104
106
80-129
1.9
20.0
Tetrahydrofuran
pg/L
20.0
21.0
20.5
105
103
70-130
2.4
20.0
Toluene
pg/L
20.0
21.4
21.2
107
106
76-131
0.9
20.0
1,1,1-Trichloroethane
pg/L
20.0
21.4
21.3
107
107
75-135
0.4
20.0
1,1,2-Trichloroethane
pg/L
20.0
21.7
21.2
109
106
70-140
2.3
20.0
Trichloroethene
pg/L
20.0
22.6
23.0
113
115
77-133
1.7
20.0
Trichlorofluoromethane
pg/L
20.0
21.4
21.3
107
107
62-148
0.4
20.0
1,2,3-Trichloropropane
pg/L
20.0
20.2
20.7
101
104
71-127
2.4
20.0
Date: 04/28/2023 12:14 PM Page 15 of 31
Page 120 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V32206
QC Analytical Batch(es): V32207
QC Prep Batch Method: 5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD
LCS-V32206
LCSD-V32206
Spike
LCS LCSD
LCS
LCSD
% Rec
Parameter Units
Conc.
Result Result
%Rec
% Rec
Limits
RPD
Max
RPD
Vinyl Acetate
pg/L
20.0
22.5 18.3
113
91.5
34-167
20.5*
20.0
Vinyl Chloride
pg/L
20.0
22.7 22.4
114
112
57-141
1.3
20.0
o-Xylene
pg/L
20.0
20.8 21.6
104
108
78-128
3.7
20.0
m,p-Xylene
pg/L
40.0
42.6 44.4
107
111
77-133
4.1
20.0
4-Bromofluorobenzene (S)
97.6
98.0
80-124
Dibromofluoromethane (S)
99.4
98.4
75-129
1,2-Dichloroethane - d4 (S)
94.8
94.2
63-136
Toluene-d8 (S)
97.2
98.6
77-123
* QC Fail Date: 04/28/2023 12:14 PM Page 16 of 31
Page 121 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
w
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0101
QC Prep: V32260 QC Analytical Batch(es): V32261
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V32260 Matrix: AQU
Associated Lab Samples: 93754, 93755, 93756, 93757, 93758, 93759, 93760, 93761, 93762, 93763, 93765, 93766, 93767, 93768, 93769,
93770, 93771
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/20/23 18:14
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/20/23 18:14
Benzene
pg/L
<0.180
0.180
0.500
04/20/23 18:14
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/20/23 18:14
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/20/23 18:14
Bromoform
pg/L
<1.50
1.50
5.00
04/20/23 18:14
Bromomethane
pg/L
<0.280
0.280
1.00
04/20/23 18:14
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/20/23 18:14
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/20/23 18:14
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/20/23 18:14
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/20/23 18:14
Chloroethane
pg/L
<0.430
0.430
1.00
04/20/23 18:14
Chloroform
pg/L
<0.220
0.220
0.500
04/20/23 18:14
Chloromethane
pg/L
<0.220
0.220
0.500
04/20/23 18:14
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/20/23 18:14
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
04/20/23 18:14
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/20/23 18:14
Dibromomethane
pg/L
<0.230
0.230
0.500
04/20/23 18:14
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/20/23 18:14
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/20/23 18:14
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/20/23 18:14
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/20/23 18:14
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/20/23 18:14
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/20/23 18:14
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/20/23 18:14
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/20/23 18:14
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/20/23 18:14
Date:
04/28/2023 12:14 PM
Page 17 of 31
Page 122 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
w
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID:
Smith & Gardner, Inc.
Project Description:
Surry County MSW
Report No:
23-104-0101
QC Prep:
V32260
QC Analytical Batch(es): V32261
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile Organic
Compounds - GC/MS
Lab Reagent Blank
LRB-V32260
Matrix: AQU
Associated Lab Samples:
93754, 93755, 93756, 93757,
93758,
93759, 93760, 93761, 93762,
93763, 93765,
93766, 93767, 93768, 93769,
93770, 93771
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/20/23 18:14
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/20/23 18:14
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/20/23 18:14
1,4-Dioxane
pg/L
<16.0
16.0
150
04/20/23 18:14
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/20/23 18:14
2-Hexanone
pg/L
<0.380
0.380
5.00
04/20/23 18:14
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/20/23 18:14
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/20/23 18:14
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/20/23 18:14
Styrene
pg/L
<0.220
0.220
0.500
04/20/23 18:14
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/20/23 18:14
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/20/23 18:14
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/20/23 18:14
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/20/23 18:14
Toluene
pg/L
<0.220
0.220
0.500
04/20/23 18:14
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/20/23 18:14
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/20/23 18:14
Trichloroethene
pg/L
<0.180
0.180
0.500
04/20/23 18:14
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/20/23 18:14
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/20/23 18:14
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/20/23 18:14
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/20/23 18:14
o-Xylene
pg/L
<0.210
0.210
0.500
04/20/23 18:14
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/20/23 18:14
4-Bromofluorobenzene (S)
04/20/23 18:14
99.0 80-124
Dibromofluoromethane (S)
04/20/23 18:14
97.2 75-129
1,2-Dichloroethane - d4 (S)
04/20/23 18:14
91.4 63-136
Date:
04/28/2023 12:14 PM
Page 18 of 31
Page 123 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
QC Prep: V32260
QC Prep Batch Method: 5030B
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Analytical Batch(es): V32261
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V32260 Matrix: AQU
Associated Lab Samples: 93754, 93755, 93756, 93757, 93758, 93759, 93760, 93761, 93762, 93763, 93765, 93766, 93767, 93768, 93769,
93770, 93771
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Toluene-d8 (S) 04/20/23 18:14 98.0 77-123
Laboratory Control Sample & LCSD
Parameter Units
LCS-V32260
Spike
Conc.
LCSD-V32260
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
a/o Rec
% Rec
Limits
RPD
Max
RPD
Acetone
pg/L
40.0
57.8
57.2
145
143
40-166
1.0
20.0
Acrylonitrile
pg/L
40.0
44.6
44.2
112
111
81-127
0.9
20.0
Benzene
pg/L
20.0
21.8
21.0
109
105
77-128
3.7
20.0
Bromochloromethane
pg/L
20.0
21.4
21.9
107
110
78-135
2.3
20.0
Bromodichloromethane
pg/L
20.0
21.5
21.8
108
109
76-138
1.3
20.0
Bromoform
pg/L
20.0
21.3
21.6
107
108
71-135
1.3
20.0
Bromomethane
pg/L
20.0
26.0
25.1
130
126
41-168
3.5
20.0
Carbon Disulfide
pg/L
20.0
21.8
20.2
109
101
59-135
7.6
20.0
Carbon Tetrachloride
pg/L
20.0
20.7
20.8
104
104
72-142
0.4
20.0
Chlorobenzene
pg/L
20.0
21.7
21.1
109
106
78-119
2.8
20.0
Chlorodibromomethane
pg/L
20.0
21.7
21.8
109
109
75-134
0.4
20.0
Chloroethane
pg/L
20.0
19.3
18.3
96.5
91.5
57-142
5.3
20.0
Chloroform
pg/L
20.0
21.5
20.6
108
103
77-130
4.2
20.0
Chloromethane
pg/L
20.0
23.6
22.8
118
114
47-145
3.4
20.0
Di -Isopropyl Ether (DIPE)
pg/L
20.0
23.3
22.5
117
113
60-154
3.4
20.0
1,2-Dibromo-3-Chloropropane
pg/L
20.0
19.9
21.9
99.5
110
63-134
9.5
20.0
1,2-Dibromoethane
pg/L
20.0
21.2
22.1
106
111
77-135
4.1
20.0
Dibromomethane
pg/L
20.0
21.0
21.6
105
108
76-138
2.8
20.0
trans-1,4-Dichloro-2-butene
pg/L
20.0
16.3
16.5
81.5
82.5
70-130
1.2
20.0
1,2-Dichlorobenzene
pg/L
20.0
21.3
21.6
107
108
78-128
1.3
20.0
1,4-Dichlorobenzene
pg/L
20.0
21.3
21.5
107
108
75-126
0.9
20.0
Date: 04/28/2023 12:14 PM Page 19 of 31
Page 124 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V32260 QC Analytical Batch(es): V32261
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V32260 LCSD-V32260
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dichlorodifluoromethane
pg/L
20.0
20.2
18.7
101
93.5
28-163
7.7
20.0
1,1-Dichloroethane
pg/L
20.0
21.5
20.2
108
101
70-130
6.2
20.0
1,2-Dichloroethane
pg/L
20.0
21.0
20.2
105
101
68-131
3.8
20.0
1,1-Dichloroethene
pg/L
20.0
19.6
18.9
98.0
94.5
70-154
3.6
20.0
cis-1,2-Dichloroethene
pg/L
20.0
19.2
18.5
96.0
92.5
76-141
3.7
20.0
trans-1,2-Dichloroethene
pg/L
20.0
21.5
20.0
108
100
76-135
7.2
20.0
1,2-Dichloropropane
pg/L
20.0
21.0
20.6
105
103
77-130
1.9
20.0
cis-1,3-Dichloropropene
pg/L
20.0
21.7
21.9
109
110
65-140
0.9
20.0
trans-1,3-Dichloropropene
pg/L
20.0
20.7
21.9
104
110
67-140
5.6
20.0
1,4-Dioxane
pg/L
200
219
234
110
117
70-130
6.6
20.0
Ethylbenzene
pg/L
20.0
21.0
19.7
105
98.5
80-127
6.3
20.0
2-Hexanone
pg/L
20.0
25.7
25.7
129
129
64-137
0.0
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
26.1
25.9
131
130
71-134
0.7
20.0
4-Methyl-2-Pentanone
pg/L
20.0
22.8
23.3
114
117
69-134
2.1
20.0
Methylene Chloride
pg/L
20.0
22.4
22.0
112
110
73-131
1.8
20.0
Styrene
pg/L
20.0
22.5
20.9
113
105
78-129
7.3
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
21.6
21.6
108
108
79-134
0.0
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
19.7
20.4
98.5
102
62-127
3.4
20.0
Tetrachloroethene
pg/L
20.0
19.8
20.3
99.0
102
80-129
2.4
20.0
Tetrahydrofuran
pg/L
20.0
19.6
20.5
98.0
103
70-130
4.4
20.0
Toluene
pg/L
20.0
21.4
21.5
107
108
76-131
0.4
20.0
1,1,1-Trichloroethane
pg/L
20.0
21.4
20.5
107
103
75-135
4.2
20.0
1,1,2-Trichloroethane
pg/L
20.0
21.7
22.3
109
112
70-140
2.7
20.0
Trichloroethene
pg/L
20.0
21.0
20.6
105
103
77-133
1.9
20.0
Trichlorofluoromethane
pg/L
20.0
17.7
16.5
88.5
82.5
62-148
7.0
20.0
1,2,3-Trichloropropane
pg/L
20.0
20.5
21.3
103
107
71-127
3.8
20.0
Date: 04/28/2023 12:14 PM Page 20 of 31
Page 125 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
w
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID:
Smith & Gardner, Inc.
Project Description:
Surry County MSW
Report No:
23-104-0101
QC Prep:
V32260
QC Analytical Batch(es): V32261
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile
Organic Compounds - GC/MS
Laboratory Control Sample
& LCSD
LCS-V32260
LCSD-V32260
Spike
LCS LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result Result
%Rec
% Rec
Limits
RPD
Max
RPD
Vinyl Acetate
pg/L
20.0
31.3 29.8
157
149
34-167
4.9
20.0
Vinyl Chloride
pg/L
20.0
19.3 17.9
96.5
89.5
57-141
7.5
20.0
o-Xylene
pg/L
20.0
21.9 20.5
110
103
78-128
6.6
20.0
m,p-Xylene
pg/L
40.0
44.1 41.8
110
105
77-133
5.3
20.0
4-Bromofluorobenzene (S)
95.8
96.0
80-124
Dibromofluoromethane (S)
98.0
98.2
75-129
1,2-Dichloroethane - d4 (S)
95.2
94.4
63-136
Toluene-d8(S)
94.4
98.6
77-123
Date: 04/28/2023 12:14 PM Page 21 of 31
Page 126 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
QC Prep: V32280
QC Prep Batch Method: 5030B
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Lab Reagent Blank LRB-V32280
Associated Lab Samples: 93764, 93773, 93927, 93928
QC Analytical Batch(es): V32281
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Matrix: AQU
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/21/23 13:05
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/21/23 13:05
Benzene
pg/L
<0.180
0.180
0.500
04/21/23 13:05
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/21/23 13:05
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/21/23 13:05
Bromoform
pg/L
<1.50
1.50
5.00
04/21/23 13:05
Bromomethane
pg/L
<0.280
0.280
1.00
04/21/23 13:05
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/21/23 13:05
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/21/23 13:05
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/21/23 13:05
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/21/23 13:05
Chloroethane
pg/L
<0.430
0.430
1.00
04/21/23 13:05
Chloroform
pg/L
<0.220
0.220
0.500
04/21/23 13:05
Chloromethane
pg/L
<0.220
0.220
0.500
04/21/23 13:05
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/21/23 13:05
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
04/21/23 13:05
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/21/23 13:05
Dibromomethane
pg/L
<0.230
0.230
0.500
04/21/23 13:05
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/21/23 13:05
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/21/23 13:05
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/21/23 13:05
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/21/23 13:05
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/21/23 13:05
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/21/23 13:05
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/21/23 13:05
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/21/23 13:05
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/21/23 13:05
Date:
04/28/2023 12:14 PM
Page 22 of 31
Page 127 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
QC Prep: V32280
QC Prep Batch Method: 5030B
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
Lab Reagent Blank LRB-V32280
Associated Lab Samples: 93764, 93773, 93927, 93928
QC Analytical Batch(es): V32281
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Matrix: AQU
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/21/23 13:05
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/21/23 13:05
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/21/23 13:05
1,4-Dioxane
pg/L
<16.0
16.0
150
04/21/23 13:05
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/21/23 13:05
2-Hexanone
pg/L
<0.380
0.380
5.00
04/21/23 13:05
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/21/23 13:05
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/21/23 13:05
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/21/23 13:05
Styrene
pg/L
<0.220
0.220
0.500
04/21/23 13:05
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/21/23 13:05
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/21/23 13:05
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/21/23 13:05
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/21/23 13:05
Toluene
pg/L
<0.220
0.220
0.500
04/21/23 13:05
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/21/23 13:05
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/21/23 13:05
Trichloroethene
pg/L
<0.180
0.180
0.500
04/21/23 13:05
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/21/23 13:05
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/21/23 13:05
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/21/23 13:05
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/21/23 13:05
o-Xylene
pg/L
<0.210
0.210
0.500
04/21/23 13:05
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/21/23 13:05
4-Bromofluorobenzene (S)
04/21/23 13:05
95.4 80-124
Dibromofluoromethane (S)
04/21/23 13:05
98.0 75-129
1,2-Dichloroethane - d4 (S)
04/21/23 13:05
93.8 63-136
Date:
04/28/2023 12:14 PM
Page 23 of 31
Page 128 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
w
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID:
Smith & Gardner, Inc.
Project Description:
Surry County MSW
Report No:
23-104-0101
QC Prep:
V32280
QC Analytical Batch(es): V32281
QC Prep Batch Method:
5030B
Analysis
Method:
8260D
Analysis Description:
Volatile
Organic Compounds - GC/MS
Lab Reagent Blank
LRB-V32280
Matrix: AQU
Associated Lab Samples:
93764, 93773, 93927, 93928
Blank MDL MQL
Analyzed
%
% Rec
Parameter
Units
Result
Recovery
Limits
Toluene-d8 (S)
04/21/23 13:05
98.4
77-123
Laboratory Control Sample
& LCSD
LCS-V32280
LCSD-V32280
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
%Rec
a/o Rec
Limits
RPD
Max
RPD
Acetone
pg/L
40.0
27.5
24.6
68.7
61.5
40-166
11.1
20.0
Acrylonitrile
pg/L
40.0
43.6
41.5
109
104
81-127
4.9
20.0
Benzene
pg/L
20.0
22.2
21.4
111
107
77-128
3.6
20.0
Bromochloromethane
pg/L
20.0
21.5
21.4
108
107
78-135
0.4
20.0
Bromodichloromethane
pg/L
20.0
21.3
20.6
107
103
76-138
3.3
20.0
Bromoform
pg/L
20.0
21.7
21.3
109
107
71-135
1.8
20.0
Bromomethane
pg/L
20.0
25.4
24.5
127
123
41-168
3.6
20.0
Carbon Disulfide
pg/L
20.0
23.0
21.0
115
105
59-135
9.0
20.0
Carbon Tetrachloride
pg/L
20.0
22.5
22.2
113
111
72-142
1.3
20.0
Chlorobenzene
pg/L
20.0
22.0
21.8
110
109
78-119
0.9
20.0
Chlorodibromomethane
pg/L
20.0
21.8
21.4
109
107
75-134
1.8
20.0
Chloroethane
pg/L
20.0
20.9
20.9
105
105
57-142
0.0
20.0
Chloroform
pg/L
20.0
21.9
21.3
110
107
77-130
2.7
20.0
Chloromethane
pg/L
20.0
25.9
25.8
130
129
47-145
0.3
20.0
Di -Isopropyl Ether (DIPE)
pg/L
20.0
22.9
22.2
115
111
60-154
3.1
20.0
1,2-Dibromo-3-Chloropropane pg/L
20.0
21.9
21.8
110
109
63-134
0.4
20.0
1,2-Dibromoethane
pg/L
20.0
22.2
21.5
111
108
77-135
3.2
20.0
Dibromomethane
pg/L
20.0
22.0
20.5
110
103
76-138
7.0
20.0
trans-1,4-Dichloro-2-butene
pg/L
20.0
17.1
16.0
85.5
80.0
70-130
6.6
20.0
1,2-Dichlorobenzene
pg/L
20.0
22.0
23.0
110
115
78-128
4.4
20.0
1,4-Dichlorobenzene
pg/L
20.0
21.5
22.0
108
110
75-126
2.2
20.0
Date: 04/28/2023 12:14 PM Page 24 of 31
Page 129 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V32280 QC Analytical Batch(es): V32281
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V32280 LCSD-V32280
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dichlorodifluoromethane
pg/L
20.0
28.1
27.4
141
137
28-163
2.5
20.0
1,1-Dichloroethane
pg/L
20.0
21.9
21.7
110
109
70-130
0.9
20.0
1,2-Dichloroethane
pg/L
20.0
21.1
20.1
106
101
68-131
4.8
20.0
1,1-Dichloroethene
pg/L
20.0
22.1
20.0
111
100
70-154
9.9
20.0
cis-1,2-Dichloroethene
pg/L
20.0
19.4
19.2
97.0
96.0
76-141
1.0
20.0
trans-1,2-Dichloroethene
pg/L
20.0
22.1
22.2
111
111
76-135
0.4
20.0
1,2-Dichloropropane
pg/L
20.0
21.5
20.9
108
105
77-130
2.8
20.0
cis-1,3-Dichloropropene
pg/L
20.0
21.9
21.0
110
105
65-140
4.1
20.0
trans-1,3-Dichloropropene
pg/L
20.0
21.8
20.2
109
101
67-140
7.6
20.0
1,4-Dioxane
pg/L
200
211
200
106
100
70-130
5.3
20.0
Ethylbenzene
pg/L
20.0
20.8
21.2
104
106
80-127
1.9
20.0
2-Hexanone
pg/L
20.0
19.0
17.7
95.0
88.5
64-137
7.0
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
16.5
17.0
82.5
85.0
71-134
2.9
20.0
4-Methyl-2-Pentanone
pg/L
20.0
22.7
19.9
114
99.5
69-134
13.1
20.0
Methylene Chloride
pg/L
20.0
22.8
22.1
114
111
73-131
3.1
20.0
Styrene
pg/L
20.0
22.2
22.6
111
113
78-129
1.7
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
21.9
22.1
110
111
79-134
0.9
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
20.2
20.7
101
104
62-127
2.4
20.0
Tetrachloroethene
pg/L
20.0
21.1
21.4
106
107
80-129
1.4
20.0
Tetrahydrofuran
pg/L
20.0
21.7
18.6
109
93.0
70-130
15.3
20.0
Toluene
pg/L
20.0
22.0
21.4
110
107
76-131
2.7
20.0
1,1,1-Trichloroethane
pg/L
20.0
22.0
21.8
110
109
75-135
0.9
20.0
1,1,2-Trichloroethane
pg/L
20.0
22.5
21.0
113
105
70-140
6.8
20.0
Trichloroethene
pg/L
20.0
22.0
21.9
110
110
77-133
0.4
20.0
Trichlorofluoromethane
pg/L
20.0
21.2
21.8
106
109
62-148
2.7
20.0
1,2,3-Trichloropropane
pg/L
20.0
20.7
19.6
104
98.0
71-127
5.4
20.0
Date: 04/28/2023 12:14 PM Page 25 of 31
Page 130 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
w
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID:
Smith & Gardner, Inc.
Project Description:
Surry County MSW
Report No:
23-104-0101
QC Prep:
V32280
QC Analytical Batch(es): V32281
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile
Organic Compounds - GC/MS
Laboratory Control Sample
& LCSD
LCS-V32280
LCSD-V32280
Spike
LCS LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result Result
%Rec
% Rec
Limits
RPD
Max
RPD
Vinyl Acetate
pg/L
20.0
32.1 31.3
161
157
34-167
2.5
20.0
Vinyl Chloride
pg/L
20.0
22.5 23.2
113
116
57-141
3.0
20.0
o-Xylene
pg/L
20.0
21.4 22.0
107
110
78-128
2.7
20.0
m,p-Xylene
pg/L
40.0
43.5 45.4
109
114
77-133
4.2
20.0
4-Bromofluorobenzene (S)
94.4
93.8
80-124
Dibromofluoromethane (S)
98.8
98.2
75-129
1,2-Dichloroethane - d4 (S)
96.2
92.0
63-136
Toluene-d8 (S)
95.2
95.8
77-123
Date: 04/28/2023 12:14 PM Page 26 of 31
Page 131 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
QC Prep: V32482
QC Prep Batch Method: 5030B
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Analytical Batch(es): V32483
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V32482 Matrix: AQU
Associated Lab Samples: 93772
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Acetone
pg/L
<1.80
1.80
5.00
04/26/23 21:45
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/26/23 21:45
Benzene
pg/L
<0.180
0.180
0.500
04/26/23 21:45
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/26/23 21:45
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/26/23 21:45
Bromoform
pg/L
<1.50
1.50
5.00
04/26/23 21:45
Bromomethane
pg/L
<0.280
0.280
1.00
04/26/23 21:45
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/26/23 21:45
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/26/23 21:45
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/26/23 21:45
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/26/23 21:45
Chloroethane
pg/L
<0.430
0.430
1.00
04/26/23 21:45
Chloroform
pg/L
<0.220
0.220
0.500
04/26/23 21:45
Chloromethane
pg/L
<0.220
0.220
0.500
04/26/23 21:45
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/26/23 21:45
1,2-Dibromo-3-Chloropropane
pg/L
<1.10
1.10
2.00
04/26/23 21:45
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/26/23 21:45
Dibromomethane
pg/L
<0.230
0.230
0.500
04/26/23 21:45
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/26/23 21:45
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/26/23 21:45
1,4-Dichlorobenzene
pg/L
<0.210
0.210
0.500
04/26/23 21:45
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/26/23 21:45
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/26/23 21:45
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/26/23 21:45
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/26/23 21:45
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/26/23 21:45
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/26/23 21:45
Date:
04/28/2023 12:14 PM
Page 27 of 31
Page 132 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V32482 QC Analytical Batch(es): V32483
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V32482 Matrix: AQU
Associated Lab Samples: 93772
Blank
MDL
MQL
Analyzed
% % Rec
Parameter
Units
Result
Recovery Limits
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/26/23 21:45
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/26/23 21:45
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/26/23 21:45
1,4-Dioxane
pg/L
<16.0
16.0
150
04/26/23 21:45
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/26/23 21:45
2-Hexanone
pg/L
<0.380
0.380
5.00
04/26/23 21:45
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/26/23 21:45
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/26/23 21:45
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/26/23 21:45
Styrene
pg/L
<0.220
0.220
0.500
04/26/23 21:45
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/26/23 21:45
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/26/23 21:45
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/26/23 21:45
Tetrahydrofuran
pg/L
<1.50
1.50
10.0
04/26/23 21:45
Toluene
pg/L
<0.220
0.220
0.500
04/26/23 21:45
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/26/23 21:45
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/26/23 21:45
Trichloroethene
pg/L
<0.180
0.180
0.500
04/26/23 21:45
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/26/23 21:45
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/26/23 21:45
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/26/23 21:45
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/26/23 21:45
o-Xylene
pg/L
<0.210
0.210
0.500
04/26/23 21:45
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/26/23 21:45
4-Bromofluorobenzene (S)
04/26/23 21:45
100 80-124
Dibromofluoromethane (S)
04/26/23 21:45
100 75-129
1,2-Dichloroethane - d4 (S)
04/26/23 21:45
96.2 63-136
Date:
04/28/2023 12:14 PM
Page 28 of 31
Page 133 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
w
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0101
QC Prep: V32482 QC Analytical Batch(es): V32483
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V32482 Matrix: AQU
Associated Lab Samples: 93772
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
Toluene-d8(S) 04/26/23 21:45 101 77-123
Laboratory Control Sample & LCSD LCS-V32482 LCSD-V32482
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec a/o Rec Limits
Acetone
pg/L
40.0
27.7
31.1
69.2
77.7
40-166
Acrylonitrile
pg/L
40.0
39.9
42.1
99.7
105
81-127
Benzene
pg/L
20.0
20.2
19.1
101
95.5
77-128
Bromochloromethane
pg/L
20.0
19.8
19.8
99.0
99.0
78-135
Bromodichloromethane
pg/L
20.0
19.9
19.2
99.5
96.0
76-138
Bromoform
pg/L
20.0
20.9
21.4
105
107
71-135
Bromomethane
pg/L
20.0
21.9
20.8
110
104
41-168
Carbon Disulfide
pg/L
20.0
19.9
19.0
99.5
95.0
59-135
Carbon Tetrachloride
pg/L
20.0
19.7
18.0
98.5
90.0
72-142
Chlorobenzene
pg/L
20.0
19.9
19.1
99.5
95.5
78-119
Chlorodibromomethane
pg/L
20.0
20.5
20.0
103
100
75-134
Chloroethane
pg/L
20.0
24.3
22.2
122
111
57-142
Chloroform
pg/L
20.0
19.7
18.8
98.5
94.0
77-130
Chloromethane
pg/L
20.0
20.3
18.4
102
92.0
47-145
Di -Isopropyl Ether (DIPE)
pg/L
20.0
19.8
19.1
99.0
95.5
60-154
1,2-Dibromo-3-Chloropropane
pg/L
20.0
22.2
25.3
111
127
63-134
1,2-Dibromoethane
pg/L
20.0
20.7
20.9
104
105
77-135
Dibromomethane
pg/L
20.0
19.6
20.7
98.0
104
76-138
trans-1,4-Dichloro-2-butene
pg/L
20.0
20.0
20.2
100
101
70-130
1,2-Dichlorobenzene
pg/L
20.0
20.6
20.2
103
101
78-128
1,4-Dichlorobenzene
pg/L
20.0
20.4
19.6
102
98.0
75-126
RPD Max
RPD
11.5 20.0
5.3 20.0
5.5 20.0
0.0 20.0
3.5 20.0
2.3 20.0
5.1 20.0
4.6 20.0
9.0 20.0
4.1 20.0
2.4 20.0
9.0 20.0
4.6 20.0
9.8 20.0
3.5 20.0
13.0 20.0
0.9 20.0
5.4 20.0
0.9 20.0
1.9 20.0
4.0 20.0
Date: 04/28/2023 12:14 PM
Page 134 of 140
Page 29 of 31

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0101
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V32482 QC Analytical Batch(es): V32483
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V32482 LCSD-V32482
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Dichlorodifluoromethane
pg/L
20.0
20.4
18.6
102
93.0
28-163
9.2
20.0
1,1-Dichloroethane
pg/L
20.0
20.8
19.2
104
96.0
70-130
8.0
20.0
1,2-Dichloroethane
pg/L
20.0
19.8
19.2
99.0
96.0
68-131
3.0
20.0
1,1-Dichloroethene
pg/L
20.0
21.2
19.6
106
98.0
70-154
7.8
20.0
cis-1,2-Dichloroethene
pg/L
20.0
20.5
19.3
103
96.5
76-141
6.0
20.0
trans-1,2-Dichloroethene
pg/L
20.0
20.8
19.6
104
98.0
76-135
5.9
20.0
1,2-Dichloropropane
pg/L
20.0
20.5
19.1
103
95.5
77-130
7.0
20.0
cis-1,3-Dichloropropene
pg/L
20.0
20.4
19.4
102
97.0
65-140
5.0
20.0
trans-1,3-Dichloropropene
pg/L
20.0
20.1
20.1
101
101
67-140
0.0
20.0
1,4-Dioxane
pg/L
200
197
231
98.5
116
70-130
15.8
20.0
Ethylbenzene
pg/L
20.0
19.8
18.7
99.0
93.5
80-127
5.7
20.0
2-Hexanone
pg/L
20.0
18.8
21.2
94.0
106
64-137
12.0
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
16.3
18.1
81.5
90.5
71-134
10.4
20.0
4-Methyl-2-Pentanone
pg/L
20.0
20.0
21.8
100
109
69-134
8.6
20.0
Methylene Chloride
pg/L
20.0
20.1
19.6
101
98.0
73-131
2.5
20.0
Styrene
pg/L
20.0
20.6
19.7
103
98.5
78-129
4.4
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
20.5
20.1
103
101
79-134
1.9
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
21.0
22.0
105
110
62-127
4.6
20.0
Tetrachloroethene
pg/L
20.0
20.8
19.3
104
96.5
80-129
7.4
20.0
Tetrahydrofuran
pg/L
20.0
20.2
23.4
101
117
70-130
14.6
20.0
Toluene
pg/L
20.0
20.2
18.9
101
94.5
76-131
6.6
20.0
1,1,1-Trichloroethane
pg/L
20.0
19.9
18.1
99.5
90.5
75-135
9.4
20.0
1,1,2-Trichloroethane
pg/L
20.0
20.1
20.4
101
102
70-140
1.4
20.0
Trichloroethene
pg/L
20.0
20.7
19.2
104
96.0
77-133
7.5
20.0
Trichlorofluoromethane
pg/L
20.0
20.6
19.8
103
99.0
62-148
3.9
20.0
1,2,3-Trichloropropane
pg/L
20.0
20.4
22.0
102
110
71-127
7.5
20.0
Date: 04/28/2023 12:14 PM Page 30 of 31
Page 135 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
w
Charlotte, NC 28217
Waypoint, 449 Springbrook Rd, Ch
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID:
Smith & Gardner, Inc.
Project Description:
Surry County MSW
Report No:
23-104-0101
QC Prep:
V32482
QC Analytical Batch(es): V32483
QC Prep Batch Method:
5030B
Analysis Method:
8260D
Analysis Description:
Volatile
Organic Compounds - GC/MS
Laboratory Control Sample
& LCSD
LCS-V32482
LCSD-V32482
Spike
LCS LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result Result
%Rec
% Rec
Limits
RPD
Max
RPD
Vinyl Acetate
pg/L
20.0
20.9 21.3
105
107
34-167
1.8
20.0
Vinyl Chloride
pg/L
20.0
21.3 19.9
107
99.5
57-141
6.7
20.0
o-Xylene
pg/L
20.0
20.3 19.3
102
96.5
78-128
5.0
20.0
m,p-Xylene
pg/L
40.0
42.0 39.3
105
98.2
77-133
6.6
20.0
4-Bromofluorobenzene (S)
100
98.2
80-124
Dibromofluoromethane (S)
100
100
75-129
1,2-Dichloroethane - d4 (S)
102
103
63-136
Toluene-d8(S)
99.8
100
77-123
Date: 04/28/2023 12:14 PM Page 31 of 31
Page 136 of 140

DocuSign Envelope ID: DD8D46B4-9108-45DC-B60E-F72332A4EF4F
(D
8217
WayPAoi n�. 449 Springhrook Rd, Charlotte, 70 5 .6364
Main 7p4.529.6364
N A LYT I C A L www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 01186
Customer Name: Smith & Gardner, Inc.
Report Number: 23-104-0101
Shipping Method
0 Fed Ex 0 US Postal # Lab
0 UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
IRT15 2.7C
Shipping container/cooler uncompromised?
0 Yes
0 No
Number of coolers/boxes received
F
Custody seals intact on shipping container/cooler?
0 Yes
0 No
# Not Present
Custody seals intact on sample bottles?
0 Yes
0 No
# Not Present
Chain of Custody (COC) present?
# Yes
0 No
COC agrees with sample Iabel(s)?
# Yes
0 No
COC properly completed
# Yes
0 No
Samples in proper containers?
U Yes
0 No
Sample containers intact?
0 Yes
0 No
Sufficient sample volume for indicated test(s)?
U Yes
0 No
All samples received within holding time?
# Yes
0 No
Cooler temperature in compliance?
0 Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
U Yes
0 No
Water - Sample containers properly preserved
0 Yes
0 No
0 N/A
Water - VOA vials free of headspace
0 Yes
0 No
0 N/A
Trip Blanks received with VOAs
0 Yes
0 No
0 N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
U N/A
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
F Low concentration EnCore samplers (48 hr)
Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included?
0 Yes
0 No
Comments:
Signature: ngela D Overcash Date & Time: 04/14/2023 17:49:18
Page 137 of 140

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