8606_Surry_Lined_MSWLF_April23GW_FID1818664_20231003

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 MSW Landfill 237 Landfill Road Mt. Airy, NC 27030 86-06 .1600 April 10-12, 2023
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
FacilityRe resenta} ve nlam2 /Print) Title (Area Code) Telephone Number
p DocuSWeabv: 9/20/2023 p
t_') _ Affix NC Licensed/ Professional Geologist Seal
Signature
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
Date
II! N F F fl J!/� J10
A CA
G NSFSEAL .
9/°20/S?023
3 2'758 -

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DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
April 2023 Semi -Annual Groundwater Monitoring Report
Surry County M SW Landfill Facility
Solid Waste Permit No. 86-06
Prepared for:
Surry County 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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DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
April 2023 Semi -Annual Groundwater Monitoring Report
Surry County MSW Landfill Facility
Solid Waste Permit No. 86-06
Prepared For:
Surry County MSW Landfill
Mt. Airy, North Carolina
S+G Project No. Surry 21-1
DocuSiigDgned by:
4& A04141�m
10B56EEF9EA34ED...
Kyle M. Bonnett
Environmental Technician
E
DocuSigned by:
G. iZ1e",
3B8305C978EA4E6...
Seth C. Rickerts, P.G.
Project Geologist
September 2023
��nntnrnrtpr r
`tea C A '•,,
SEAL
9/2b/2i23
q 2758
5V
A
NCLIC.NC.F-1a70 (ENGINEERING)
SMITH+GARONER
14 N. Boylan Avenue, Raleigh NC 27603 1 T9.828.0577

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Surry County 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
SAMPLING LOCATIONS...................................................................................................1
5.0
SAMPLING PROCEDURES...............................................................................................2
6.0
FIELD AND LABORATORY RESULTS................................................................................2
6.1 Field Results........................................................................................................... 2
6.2 Laboratory Analysis................................................................................................ 2
6.3 Laboratory Results................................................................................................. 3
6.3.1 Inorganic Constituents................................................................................ 3
6.3.2 Organic Constituents.................................................................................. 3
6.3.3 Surface Water Results................................................................................ 3
6.3.4 Leachate Analysis....................................................................................... 3
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
Leachate Summary
Table 5
Groundwater Velocity
APPENDICES
Appendix A Monitoring Well Information
Appendix B Laboratory Analytical Report
Surry County MSVV Landfill April 2023 Semi -Annual Groundwater Monitoring Report
September 2023 Table of Contents Page i

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Surry County MSVV Landfill April2023 Semi -Annual Groundwater Monitoring Report
September 2023 Table of Contents Page ii

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
1.0 INTRODUCTION
Smith Gardner, Inc. (S+G) is pleased to present the semi-annual sampling report for the Surry
County MSW Landfill facility, Solid Waste Permit #86-06. The Surry County MSW Subtitle D
Landfill facility consists of contiguous phases 1-4 and are treated as a single unit in this document.
The Surry County 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.
This report includes a potentiometric surface map, field procedure summary, and laboratory
analyses for the facility.
2.0 BACKGROUND
The Surry County MSW Landfill has had water quality monitoring performed semi-annually
since 1998. During the spring 2016 monitoring event, elevated concentrations of VOCs in
monitoring wells MW-2, MW-6R, and MW-9S initiated site wide assessment monitoring, this
assessment monitoring is ongoing.
An Alternative Source Demonstration Addendum (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).
3.0 SITE GEOLOGY
The Surry County 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 between the closed
C&D/MSW units (Permit #86-02) and the active MSW units before discharging into the Ararat
River.
4.0 SAMPLING LOCATIONS
The groundwater monitoring network comprises 20 well monitoring locations, three of which are
categorized as assessment well monitoring locations (MW-26 MW-6R, and MW-9S), eight surface
water locations (SW-1, SW-2, SW-3, SW-4, SW-N1, SW-N2, SW-C, and SW-D) located both up and
downstream from the landfill on Stoney Creek, and one leachate collection. Monitoring well MW-
1 serves as the background well for the site.
Surry County MSW Landfill April 2023 Semi -Annual Groundwater Monitoring Report
September 2023

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 on April 10-12, 2023 was
conducted in accordance with the approved site Water Quality Monitoring Plan'. Sampling
methods followed the protocol outlined in the North Carolina Water Quality Monitoring Guidance
Document2 for Solid Waste Facilities (NCDENR, DWM). The depth to water in each well was
gauged prior to purging and sampling. Groundwater elevation data is presented in Table 1.
Samples were collected in laboratory prepared containers for the specified analytical procedures.
Samples were collected by using 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. It should be noted that the following locations exhibited turbidities above 10 NTUS: MW-
4S, MW-8, MW-9D, MW-10, MW-27 and MW-28. This is consistent with previous events.
6.2 Laboratory Analysis
Collected samples were transported to Waypoint Laboratories, Inc., a North Carolina
certified laboratory (NC Certification #37735) located in Charlotte, NC for analysis. All
monitoring wells and surface water locations were analyzed for Appendix I metals, VOCs,
and 1,4 dioxane. Wells included in the assessment network were also analyzed for
Appendix II 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.
1 Water Quality Sampling and Analysis Plan, April 2019, MESCO FID1320110
2 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 MSW Landfill April2023 Semi -Annual Groundwater Monitoring Report
September 2023

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 (SMACs)3 and Federal Maximum
Contaminant Limits (MCL). Surface water results were compared with the NCAC 2B
Standard for Class C waters (213 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
One inorganic constituent was detected in collected samples above its 2L or GWP
Standard when analyzed for total metals this event.
• Cobalt (MW-1, MW-4S, MW-6R, MW-8, MW-9D, MW-9S and MW-28).
6.3.2 Organic Constituents
One volatile organic constituent was detected above its 2L Standard in samples
collected this event.
• Benzene (MW-6R).
6.3.3 Surface Water Results
No inorganic or organic constituents were detected in surface water samples
collected this event that exceeded NC213 standards.
Available analytical results are summarized in Table 3.
6.3.4 Leachate Analysis
One Leachate sample was collected from the leachate lagoon onsite. In addition to
Appendix I metals and VOCs the single Leachate sample was analyzed for pH,
sulfate, nitrate, BOD, COD, and total phosphorus. Analytical results are
summarized in Table 4.
3 Email from SWS to Jessica Montgomery Re: Alternative Source Demonstration -Addendum Total Metals,
04/07/2020 (FID 1395428)
Surry County MSW Landfill April2023 Semi -Annual Groundwater Monitoring Report
September 2023

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
7.0 GROUNDWATER CHARACTERIZATION
A potentiometric surface map was prepared from groundwater data collected during this event.
Data indicates groundwater is flowing generally to the 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 flow velocities during the sampling event were calculated for monitoring wells using
the equation:
V = KIM
where: K = hydraulic conductivity
i = groundwater gradient
n = porosity
Groundwater flow velocities average at 3.33x10-2 feet/day. These calculated flow velocities are
included in Table 5.
8.0 CONCLUSIONS
The Surry County Landfill shows generally stable groundwater quality with detections consistent
with historic results. The exceedances of cobalt may be due to the presence of metals occurring
naturally in North Carolina soil. We will continue to monitor these inorganic concentrations to
evaluate if additional action is necessary.
Benzene concentrations exceed standards in MW-6R this event. This is generally consistent with
previous sampling events; however, these parameters appear to be isolated near these wells as
benzene is not present downgradient in MW-8, SW-D, or SWN-2. We will continue to closely
monitor the organic detections onsite to further evaluate groundwater quality and to determine
if additional action is necessary.
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 MSW Landfill April 2023 Semi -Annual Groundwater Monitoring Report
September 2023

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
FIGURE
April 2023 Semi -Annual Monitoring Report
Surry County Landfill
NC Solid Waste Permit No. 86-06

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co
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
o
_
\\ \\ MW-1 MSW MONITORING WELL
SW-1 A SURFACE WATER MONITORING LOCATION
�j/�/ CDT 69.80\MW 4D* /} 11 �lI TOC TOP OF CASING ELEVATION U
M_W-1/ / /// 1\�\ J// GWE 1007.61-== \\ // = / I
i _ \ \ � �� J / / TOC-942.80
�TOC-1127.02 /�- //� II�1) �� (/% / / ////�/// / J I DTW DEPTH TO WATER MEASUREMENT Y
_ II( //�////\:DTW=9.42 m L
-DTW=63.24 -_ �/ /i//� +'' ( / o m
- ��� )1 III(///////// // � j � \GWE=933.38 / � /% „ � /■� z
GWE=1063.78 ���� %//�// / �� 1 / /- \l (/ l I IIIII//�/////��/ / / �, / ///////: GWE GROUNDWATER ELEVATION a V r
r
INDICATES NOT USED FOR CONTOURING
DTW-13.86 /l lI
/I I
\
// IIIII III GWE=922.821 z CD
#MW-3R
\Ld
D =10.00 / \ Z
si= _ - = = _ -_lily h� .IIII //
r { TOC=930.00 \\cn
MW-24*
r ;� 1 TOC=979.72
MW-27 III IIII\I r o,, DTW=DRY
TOC=1043.01�II IIII III III I\ \ ( B ?�`� GWE=NA + \\ �7`
/r DTW=32.57�I1
I
GWE=010.44 1l III IIII I�I
l
TOC=983.84
IIIII l�0 E=933.23 _DTW=4.94 \�\
GWE=925.06��\\\\
W=43.46 ����� \\\:
_WE=934.47\
OC=1004.75� �\ �� ���\\\\ N-2'
TW=66.06\
WE=938.69 �,ij �% )
DTW-DRY / % ,; '\ ��DTW=61.68
GWE=NA
%�// MW_9 D 4WGWE-909.35 /
�� /
iDTW=33.75 a
TOC=952.83
�: DTW=34.64
�'' GWE=918.19
M W-11 D PROPERTY LINE
i _
MW-26 -- / TOC=1021.13-
TOC=999.04 _ -MW-25 - - - = MW-12 DTW=47.85
MW-10
DTW=27.73 _ TOC=989.85 _ GWE=973.28
TOC-996 bb
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
S
© 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 Landfill
NC Solid Waste Permit No. 86-06

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SMITH GARDNER
ByIN
[he4/'UM
Well ID
Well
Installation
Date
Latitude
Longitude
Well
Diameter
(inches)
Total Well
Depth (ft.
bgs)
Ground
Surface
Elevation ation
TOC
Elevation
(ft. amsl)
Depth to
Water"
(ft.)
Groundwater
Elevation
(ft. amsl)
Screen
Interval (ft.
bgs)
Screen Geology
MW-1
1 08/14/98
36.434494
-80.577989
2
68.5
1124.23
1127.02
63.24
1063.78
53.5-68.5
Rock
MW-2
08/16/98
36.430833
-80.571161
2
23.5
933.91
936.68
13.86
922.82
8.5-23.5
Rock
MW-3R
2/12/98
36.430714
-80.571575
2
20.0
928.15
930.00
4.94
925.06
5-20
Rock
MW-4S
11/08/98
36.430853
-80.572400
2
20.0
940.31
943.23
10.00
933.23
5-20
Saprolite
MW-4D
11/08/98
36.430853
-80.572400
2
45.0
940.31
942.80
9.42
933.38
35-45
Rock
MW-5
8/18/98
36.430356
-80.572961
2
47.5
971.57
977.93
43.46
934.47
32.5-47.5
Rock
MW-6R
22/3/99
36.429958
-80.573508
2
79.0
1001.81
1004.75
66.06
938.69
64-79
Fractured Rock
MW-8
1/09/09
36.429283
-80.573453
2
70.8
968.35
971.03
61.68
909.35
55.75-70.75
Fractured Rock
MW-9S
6/16/06
36.429314
-80.574464
2
42.3
949.75
952.83
31.92
920.91
27.28-42.28
Fractured Rock
MW-9D
6/16/06
36.429314
-80.574464
2
65.5
949.49
952.47
33.75
918.72
55.54-65.54
Competent Rock
MW-10
6/16/06
36.429519
-80.575486
2
47.1
967.35
970.24
27.39
942.85
27.13-47.13
Fractured Rock
MW-11S
3/09/09
36.430197
-80.577131
2
46.1
965.95
969.09
DRY
NA
31.05-46.05
Competent Rock
MW-11D
3/09/09
36.430197
-80.577131
2
65.3
962.38
965.38
47.85
917.53
55.31-65.31
Competent Rock
MW-12
4/09/09
36.429831
-80.576750
2
65.0
993.71
996.66
52.74
943.92
50-65
Competent Rock
MW-13
3/09/09
36.430625
-80.578531
2
36.3
979.64
983.84
DRY
NA
21.31-36.31
Fractured Rock
MW-24
1/27/15
36.430707
-80.579134
2
38.78
976.72
979.72
DRY
NA
28.78-38.78
Competent Rock
MW-25
1/24/15
36.431058
-80.579869
2
71.00
986.85
989.85
29.33
960.52
56-71
Competent Rock
MW-26
1/25/15
36.431476
-80.580518
2
45.26
996.04
999.04
27.73
971.31
30.26-45.26
Competent Rock
MW-27
1/22/15
36.432314
-80.580081
2
53.07
1040.01
1043.01
32.57
1010.44
38.07-53.07
Competent Rock
MW-28
1/28/15
36.433712
-80.575106
2
80.48
1074.41
1077.41
69.80
1007.61
65.48-80.48
Competent Rock
Notes:
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
MRgedslGair%M1EtErItch#20arx4&dErlwxitcrirgRpots�arryCirt)�a,Qorg2M3arryQu-ty,'�nng2MT@de&As(

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SMITH GARDNER Ffdd
PaaTdErs
E�.0
Me4/'B'=
Well ID
pH (Std. Units)
Conductivity
(umhos)
Temperature
(Degrees C)
Turbidity (NTU)
M W-1
5.89
36.6
15.7
9.32
M W- 2
5.87
82.9
19.4
2.6
MW-3R
6.08
341.7
17.1
3.89
MW-4S
5.68
109.7
18.3
22.9
MW-4D
6.81
248
18.3
2.85
MW-5
5.91
120.9
17.2
5.03
M W- 6R
5.54
213.8
18.9
5.02
M W- 8
5.91
65.4
18.4
10.6
MW-9S
5.92
188.2
18
8.85
MW-9D
6.78
587
17
22
M W-10
5.96
160.8
16.8
39
MW-11S
-
-
-
-
M W-11 D
5.73
78.1
17
23.2
MW-12
7.36
304.3
18.4
5.93
M W-13
-
-
-
-
MW-24
-
-
-
-
M W- 25
7.69
176.7
18.8
8.76
MW-26
5.96
80.8
16.6
7.46
MW-27
7.23
138.8
15.9
58.6
MW-28
6.62
133.2
16.7
18.6
SW -Iv 1
8.29
43.2
13.5
4.13
SW-N2
8.01
57.4
13.8
6.18
Sw-C
7.20
56.7
16.4
4.57
SW-D
8.32
27.5
13.7
5.85
Data Col I ected by S+G personel
Bold indicates samples with turbidity>10 NTUs
MW-11S, MW-13, and MW-24 were dry and unable to be sampled this event.
MRgEds�c ard& taNa;tcinj2Girr dE K/ti;tairgRp ts�SnyaLrt�5.*rgMSnyauty*rg2MTaJ6&xd9c

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
This page intentionally left blank.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
SMITH GARNER
Monitoring Results
Tade3
"ybcd MritcnngF;tsJts
3nyQaxty36.06L-rdII
Aail1D-1ZM
W.im
LAeO1/27127Z-
Station Name
Units
NC2L
NC2B
NMB-P
MW-1
MW-2
MW-3R
MW-4D
MW-4S
MW-5
MW-6R
MW-8
MW-9D
MW-9S
MW-10
MW-11D
MW-12
Sample Date
4/10/2023
4/12/2023
4/12/2023
4/12/2023
4/12/2023
4/11/2023
4/12/2023
4/11/2023
4/11/2023
4/11/2023
4/12/2023
4/12/2023
4/12/2023
Metal s
Arsenic
ug/1
10
0.312 J
0.312 J
Barium
ug/1
700
21000
1 12.1
37.0
52.4
44.2
65.1
55.7
80.3
89.8
59.5
78.7
42.9
42.8
18.6
Beryllium
ug/1
4
0.152 J
0.170 J
0.152 J
0.182 J
0.117 J
Cadmium
ug/1
2
0.485 J
Chromium
ug/ 1
10
2.24
0.627 J
0.419 J
2.34
0.762 J
3.58
4.20
0.821 J
1.98
1.34
0.458 J
Cobalt
ug/1
1
4
2.05
0.090 J
0.1111
1.71
0.469 J
1.76
2.48
1.67
26.5
0.728 J
0.791 J
0.330 J
Copper
ug/1
1000
3.1
4.68
0.783 J
0.680 J
0.582 J
2.55
2.77
0.937 J
4.19
2.71
5.16
2.54
1.78
4.83
Lead
ug/1
15
0.588 J
0.336 J
0.643 J
1.16
0.535 J
0.430 J
1.04
0.492 J
Nickel
ug/1
100
88
4.33
0.412 J
3.31
0.253 J
2.02
0.738 J
3.27
3.07
4.05
4.74
2.49
2.34
0.853 J
Selenium
ug/1
20
Silver
ug/1
20
0.626 J
Thallium
ug/1
2
0.0869 J
0.0800 J
0.0824 J
0.127 J
0.313 J
0.0626 J
Vanadium
ug/1
7
1.69 J
1.02 J
1.21 J
3.22 J
1.70 J
5.18
3.08 J
0.794 J
3.08 J
1.19 J
Zinc
ug/1
1000
81
22.9
14.2
11.2
9.11 J
13.8
17.9
18.2
17.8
8.78 JB
19.1
8.26 JB
14.8 B
16.8 B
Other
1,1-Dichloroethane
ug/1
6
1.99
1.25
0.334 J
1,2-cis-Dichloroethylene
ug/1
70
2.02
1.88
0.843
0.610
9.46
0.646
2.24
0.484 J
1,2-trans-Dichloroethylene
ug/1
100
1.91
1,4-Dioxane
ug/1
3
1
1.38 J
2.10
Benzene
ug/1
1
3.09
0.323 J
0.372 J
m,p-Xylene
ug/1
0.624 J
Methyl Ethyl Ketone (2-Butanone)
ug/1
750000
Methylene chloride
u /1
5
0.945 J
o-Xylene
ug/1
0.285 J
Tetrachloroeth ene
ug/1
0.7
0.377 J
0.226 J
Trichloroethylene
ug/1
3
0.383 J
0.284 J
0.374 J
X lenes
ug/1
500
0.909 J
NOTES:
ug/L = micrograms per liter
BOLD = Constituent exceeds NCACO2L or GWP regulatory limits
BOLD = Constituent exceeds NCA002B or 2B Protection regulatory limits
J = Lab estimated concentration
BDL =constituent is below laboratory detection limits
NA = Not Analyzed
H:\Projects\Groundwater Monitoring\2. Groundwater Monitoring Reports\Surry County\5. Spring 2023\Surry County Spring 2023 Tables.xlsx

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
SMITH GARNER
Tade3
"ybcd MritcnngF;tsJts
3nyQaxty36.06L-rdII
,cril1D-1ZM
Monitoring Results
Station Name
Units
NC2L
NC2B
NMB-P
MW-25
MW-26
MW-27
MW-28
SW-C
SW-D
SW- N1
SW-N2
Sa m p I e Date
4/ 11 / 2023
4/ 11 / 2023
4/ 11 / 2023
4/ 11 / 2023
4/ 12/ 2023
4/ 10/ 2023
4/ 10/ 2023
4/ 10/ 2023
Metals
Arsenic
ug/1
10
0.386 J
0.302 J
Barium
ug/ 1
700
21000
1 10.2
16.1
8.21
17.6
14.7
14.2
13.3
14.5
Beryllium
ug/1
4
0.132 J
0.130 J
0.102 J
Cadmium
ug/1
2
Chromium
ug/ 1
10
1.76
0.480 J
1.38
1.63
0.424 J
0.446 J
0.387 J
0.542 J
Cobalt
ug/1
1
4
0.675 J
0.201 J
0.569 J
1.17
0.944 J
0.730 J
0.168 J
0.842 J
Copper
ug/1
1000
3.1
1.58
1.55
1.96
2.59
0.569 J
0.512 J
0.602 J
0.606 J
Lead
ug/1
15
0.528 J
0.326 J
0.894 J
0.784 J
Nickel
ug/1
100
88
1.06
1.05
0.942 J
2.11
0.350 J
0.268 J
0.301 J
0.318 J
Selenium
ug/1
20
0.787 J
Silver
ug/ 1
20
Thallium
ug/1
2
0.0878 J
Vanadium
ug/1
7
1.88 J
1.35 J
1.23 J
Zinc
ug/1
1000
81
17.9 B
16.1 B
33.3
13.9
18.9 B
6.65 JB
10.1 B
7.11 JB
Other
1,1-Dichloroethane
ug/1
6
1,2-cis- Dichl oroethyl ene
ug/1
70
1,2-trans-Dichloroethylene
ug/1
100
1,4- Dioxane
ug/1
3
Benzene
ug/1
1
m,p-Xylene
ug/1
Methyl Ethyl Ketone (2-Butanone)
ug/1
750000
1.05 J
Methylene chloride
u /1
5
o-Xyl ene
ug/1
Tetrachloroeth lene
ug/1
0.7
Trichl oroethyl ene
ug/1
3
X lenes
ug/1
500
NOTES:
ug/L = micrograms per I iter
BOLD = Constituent exceeds NCACO2L or GWP regulatory limits
BOLD = Constituent exceeds NCA002B or 2B Protection regulatory limits
J = Lab estimated concentration
BDL =constituent is below laboratory detection limits
NA= Not Analyzed
Bf.KA
DteO1/27127Z-
H:\Projects\Groundwater Monitoring\2. Groundwater Monitoring Reports\Surry County\5. Spring 2023\Surry County Spring 2023 Tables.xlsx

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
SMITH GARDNER
Monitoring Results
Tade4
LeahAeAdyticd Pes.lts
3nya^a&06Lexfill
/aril 1}?2,2M
Station Name
Units
NC2B
NC2B-P
Lagoon
Sample Date
4/12/2023
Metals
Arsenic
ug/I
150
3.45
Barium
ug/ 1
21000
173
Beryllium
ug/I
6.5
0.291 J
Chromium
ug/1
8.18
Cobalt
ug/1
4
25.6
Copper
ug/1
3.1
5.82
Lead
ug/I
25
3.41
Nickel
ug/1
88
21.2
Vanadium
ug/I
12.3
Zinc
ug/I
81
72.9
Other
1,4- Dioxane
ug/I
8.41
Acetone
ug/I
2000
6.74
Biochemical Oxygen Demand (BOD)
ug/1
28500
COD - Chemical Oxygen Demand
ug/I
2.22E+05
Sulfate
ug/ 1
24400
Nutrients
Nitrate (as N)
lug/1
158 J
Phosphorus
ug/I
680
NOTES:
ug/L =micrograms per liter
BOLD = Constituent exceeds NCACO2L or GWP regulatory limits
BOLD = Constituent exceeds NCACO2B or 2B Protection regulatory limits
J = Lab estimated concentration
BDL =constituent is below laboratory detection limits
NA = Not Analyzed
ByKA
D E05 V M-

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
SMITH GARDNER
Monitoring
Location
Water Table
Elevation (ft. amsl)
Hydraulic
Conductivity
Effective Porosity
Hydraulic Gradient
(ft./ft.)
Groundwater
Velocity (cm/sec)
Groundwater
Velocity (ft/day)
MW-1
1062.29
2.45E-04
3
0.2773
2.26E-05
6.42E-02
MW-2
922.83
3.20E-04
3
0.0402
4.29E-06
1.22E-02
MW-3R
925.06
3.20E-04
3
0.1265
1.35E-05
3.82E-02
MW-4S
NA
1.50E-04
3
NA
NA
NA
MW-41D
932.79
1.59E-04
3
0.0736
3.90E-06
1.11 E-02
MW-5
934.16
3.20E-04
3
0.1315
1.40E-05
3.98E-02
MW-6R
937.44
3.20E-04
3
0.2670
2.85E-05
8.07E-02
MW-8
908.95
1.08E-03
3
0.0819
2.95E-05
8.36E-02
MW-9S
918.19
7.45E-04
3
0.0362
8.99E-06
2.55E-02
MW-91D
916.99
1.07E-05
3
0.0256
9.13E-08
2.59E-04
MW-10
942.80
1.43E-04
3
0.0814
3.88E-06
1.10E-02
MW-11 S
NA
6.19E-05
3
NA
NA
NA
MW-12
945.30
1.91E-06
3
0.1568
9.98E-08
2.83E-04
Average: 3.33E-02
NOTE:
Val ues for hydrauI is conductivity and effective porosity determined via slug test by MESCO.
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.
NA= Not available/applicable
Velocity Calculated from \/--K*i/n
V = velocity
K = Hydraulic Conductivity
i = Gradient
n = Porosity
ByM
MRgedslGarLMErMntair#20arx&dErMntcrirgRpots�arryCirt)�a,QorgXMarryQuty$irgXMTedesdsx

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
This page intentionally left blank.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
Appendix A
Monitoring Well Information
April 2023 Semi -Annual Monitoring Report
Surry County Landfill
NC Solid Waste Permit No. 86-06

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
This page intentionally left blank.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
PROJECT. Surry Counter
TYPE: HSA SS AH
LL
w
Q
�
to
�
�
0
�
lLl
m
LOG OF BORING NO. MW-1
JOB NO.: 898036
LOCATION: Plate A
11TW90111211 Co] IE[41=Zr_.U48 Ell
20 SILT (ML); orange, medium Clense, with send, faint relict structure, micaceous
$� r I 1114 - brown. relict toliatior,, some coarse particles
19 -grades orange to pink and white. trace sand, relict structure
- 10
io —grades yellow with white Jayers, fine sand, black iron stains
2d
- 2�1
- - --------------------------------------------------------------
SAND�(SM); whiteTar�d yellow, relict stricture, relict garnet cryRtals, quartz fragments
2
CLAYEY SILT (ML), yellow to brawn, with rock fragments
- 52
----------------Y-------------------------- ----------------------------- ---- I
SILTY $AND (SM); Yellow tv red -brown, rack fragments, sctristase
- rei{5
COMPLETION DEPTH: 68.5 ft
DATE: 8/17/98
DEPTH TO WATER IN BORING: 82 it WD
SURFACE ELEVATION. ft
MUNICIPAL ENGINEERING SERVICES COMPANY. P.A_

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING NO. MR-1
PROJECT: Surry County JOS NO.: 6 SO33
TYPE: HA SS AH LOCATION: Plate A
_
v
F_
LL
ir
W
J
O
LU
CL
IL
DESCRIPTION OF MATERIAL
w
rn
—grades moist, rock fragments
feff6
=r
—grades brown to gray, weathered gneiss, Iron stained relict fractures
ref}$
50
-
Auger Refusal at 52D f !et
---------------------------------------------------------------------------------
GNEISS
SS
so
cs
End of Boring at ES-5 feet
7
7
&0
COMPLETION DEPTH: 1358.5 It DEPTH TO WATER IN BORING: 62 ft WE)
DATE: BlIT198 SURFACE ELEVATION: #t
MUNICIPAL ENGINEERING SERVICES COMPANY. P_A_

DocuSign Envelope ID; 9DE6076B-026BB-4EED-9978-OC7CE2EDA7C1
I
North CaruMna - Deper.t neoi. DI gRV1 unmen#, Health, aril Natural Resumes
Wbion 6f EWIronm r tel M&iagaunant - Grcund6ter Sedlon
P.0. 0ox 29va = FlaWgh, N.C. V62tx C578
Phone (919) 733,3221
;i EiLL `,
DAILUNGI COWRACTOR.-
DRILLER REW TRATION NUMBER.
1. WELL LOCATION;
NearEd Tows:
(Rood, 93nnrrwnily. or
2. OWNED' Suva
F-
rw sketch of ft location
il.eian and tat NO
U"nY .�
pram or ROLMO No.)
City or Town Stata
1 DATE DAILLMD 111USE OF WELL l
4. TOTAL DEPTH
5. CUTTIN Q-S COLLECTED. Y N071
6. DDF WELL REPLACE EXISTING WILL? YES[
T. STATIC A7FR LEVEL Belorir Top of Casing:
04ip "t h 11 Abmw Top C
B. TOP OF CASING IS Z,E FT. Above Ladd Si
* (;eridg raemtltiatu4 stiv belpri Jsnd suftoe is 111agW unless a t
In apcordanoa writ !&1 NCAC ZC .0174
9- YIELD Npra):- METHOD OF TEST A-
10. VVATEP ZONES (depth); EYA
STATE WILL NST-RUCT10N
PERMITl+�UmmA.
Gaunty-
ITb'lZIO jp
.NON
UdWW
V. U2/U2
I 11 MaLL'W'' ;Y:;4
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.:
`Q , r , S jy
DEPTH DFIiLL1.Nl
Fron+r To Forrrrolian daemon
1a {Slujsd ,
11- CHLORINATION.' Type O/A _Arnoutrt a1A
12- CASINGI11
Wall Th-p:* saw
{?e th vian-vt$r or WeiQ Ft. MatOrial
From� �� TQ , �
From To : Ft. -
From -To- Ft.
13. GROUT_
Depth Material Mathod
From To 1- 0 FL C-C`° f'°-M -
From 51.0 To Z'1p hi~r oua tausz
14. SCREEN-.
Depth Dia,rnater SJol Size Material
From Z,6 To Ft 7- In. .'710 in -�'Af1 ' ti
From -To To FL - In. in
From _ To _Ft. - in_ : Irt
15. SAN DrAFiAVEL PACK
Dew Size M tertal
From 5Z.b To (111 Ft, Ot443 yg.-r eL.
From To R. -
1t arddll`snnal space.ia needed ua4.beLck t'fv[rri
LOCATION! SK9TQ�J.._
(Show diredtlon and d0ance from at lAaAt+twe Sara'
„+
Foals. or other map reference points)
}t 5'
'
k'
' F 5
}'
Ny +I
F'
7
iC REMARKS:
y
II DO I E EI3Y CERTIFY THAT TH 15 WaL L WAS CON RUCTErD I N ACC ROMCE WffH 1 i5A NCAC 2 , �4£U,'
CONSTRUCTION $TANDARDS. AND THAT A GORY TMi RECORD HAS BEEN I AVADED TO THE WEIR 0+�1N1�#;,
$ubmh orVrpifl to Di iMon c. FnViFonrnomaT w3wagomant and oppy to- hi F�h o.W h6F.-
-1 RIB. 3 @ +
I

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
i LOG OF BORING NO. -
ROJECT: Surry County
YPE: }SSA, SS AH
JOB NO.: G98038
LOCATION. Plate A
w
Uj J SA
Uj {:} W
Y DESCRIPTION OF MATERIAL
0 0
J
m
13 AND (SM1; dark brawn to gray, rack fragments, trace mica
23 -grades with trace silt, relict structure
---Auger Refusal at 6.0 feet
GNEISS
End of Boring at 23.5 feet
30
COMPLETION DEPTH: 3.5 ft DEPTH TO WATER IN BORING: 18 ft WO
DATE: 8/17/98 SURFACE ELEVATION: ft
MUNICIPAL ENGINEERING SERVICES COMPANY. P.A.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1 U� i 1 Ia ti "+' k Uzi UZ
Narth Gonna - Depadment IEU Envu00ften1. H"fkh, W4 Natural Raj curs y
I Ivlslnrl of EF Mr 1eF Y MatrageI"'mC�
I Ca - mundry�ir {'w Secil�'�
.Q. 80A 20578 } N!I6 �, i 27626.0575
Phone (019) 71"221
•5 I�
DRILLING C40WRACTOIR:
1
STATE WIRE�4 q0.NMWT10x
DRILLED RruGTSTRATION I~ UM850? PERMIT I U(WBER: 4 r I ;
WELL U?CAT-IOM (Show sketch a1 the loon ltoR )
NewsO T"Wn: GCfYktj+ J
Q r• i''
' }
(RaRA Gavmmunay, or Subdl�i4n qnd Lot N491
DEPTH ri3 IF+i
s
2. OWNER- i-�V ( r
From TO FOrrri�lior`k
J� k''�k'� �'4
' (5tr,W or ftma No.)
OP,s tic 61
PAW-7—
•' -
My ar Town stta@ ZIP Cede
r ',
DATE EAILLED 112 USE: OF WELL P112I�I>�
.
4. TOTAL DEPTH
5. CUTT[N6S COLLECTED YES R1 NOD
-
S
6. DOES WELL RFPLA F EXISTI NG WELL? YES No
7. STATIO WATE13 LEVEL I3e10vr Fop Df Casing 17 PCf FT.
(Vbs '+' h Abova Top c I Cming)
Ur TOP OF CAS IN13 IS -' FT. Above LandSurface'
` alneg Tara• inntc4 avgr brelo* laii d *urlace la 111ni l uNwmi p I rMLarkno In I Kitrw i
in avoordarwr wdth ISA NCAC 20 011 a
---
9I YIELD [TI} ' - METHOD Or- TEST
10. WATER ZONES {depth -9 WA
I
11. CHLORINATION., Type ► IA Amou t T.rlA
gadditm9d speceis needed use lbeA ..AArAi
17.OASING
M '
,4
Depth Diainglor Ot WE'iph Fig Matwial
LOOATIDN SfKE�:CL _
{Shaw dlroulon and dislance frorn 4'"J�TAM 54atG'
-Z $r Z ' c
'4
From To Ft,
Raids. or dkher map roleronce pclrltf]
n
From To Ft.T.
'-
{`.
From —TO— Ftr
1S.GROUI_
MAtlp
Dep'lI Material Metnofj
From To '�° Ft GT.v�'s�€j'+
;
From 5,0 TO Ft, f�"'rp+ ou inn
14.SCREEN:
'
Depth Diameter Slot Size material
From To 23.5 _ r-I . in,in
From To . Ft_ in, in
From To -- Ft in- — in
15. SANDIGRAVEL PACK:
(Depth Size �Il tErl�l
: I r
From (,5 To 2,3 Fj. PC -
From To Ft.
16. REI MAR� S:
I DO HEREBY CERP FY THXT THIS Y4ELL WAS GONE RUCTED I N AG DANCE WITH I5A NGAC 2C, WELII,
GDNSTRUCT10N $TANDARM, ANO THAT A COPY Cf.TH RECORD HAS i9 EEN PSOVI DED TO TH E � E� LL O II=j
SIGNATURE QF C53r RAGYORORAGENT = QA
-
Submit orlgiral #o Divk9 n a% Enoranrr,arKnr MwLakp�ment afKJ 'Wy t[ ; III DV' ACEW.; t _
-

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1 {�
L06 OF BORING NO. MWA
PROJECT: Surry County JOB NO.: GOB038
TYPE: VISA S5 AH LOCATION: Plate A
LO
DESCRIPTION OF MATERIAL
o J
m
$ SILTY CLAY (CL): red to brown. possibly fill material, pebbles, trace organics.
at 3.� lest Auger ReitjseR _R___m.______________-.--
'-GNEISS
End of Boring at 23.0 feet
a0
COMPLETION DEPTH, 23 ft DEPTH TO WATER IN BORING: 13 ft WD
DATE: 81t7198 SURFACE ELEVATION: tt
MUNICIPAL ENGINEERING SERVICES COMPANY, P.A.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•r '
Norlh_C aiolii la - Dopsr.henl� bI` ErMrbmwd, H $alth, 80 N8ttlM Rearms
DIAsfan of ETiv1rPnMb aF Matiage4ngnt-Groundvratet Swum
P.b. Box 29 78 : Ra-_ h, NZl Z7626 WS
Phone (91 B) 733 -M I
WELL C
DRILLING GONTRACTOR:
5
DRILLER REG1 TRATION 1+UMBER: j -
1. WELL LOCA-PbN-
NsamM Town}
sketch or t�e to Lion be
uuL A++ nk V-41
STATE WELL CONSTRUCT Ok
County:
CANCh� V-1
(IRoAd+ cPMrrruq91y, c r$lbdF ;0fl Md Lot Noj
2. OWNER. -4uf-7-1 CcvNIY
ADDS MFb F-
(8wet or I was Mn.1
a l3sor} 11 .
761
CV or Tovm 8tato
5. OATE DRILLED USE OF WELL 6104u
Zrp Cod&
'TO KIP 6
4. TOTAL DEPTH
5. CU7TIN4bS OOLL£CTED YES R1 NOEJ
6. DOES WELL REPLACE EXISTING WILL? YES
-NO
7. STATIC WATER LEVEL Below Top of Caaing; b•
PT.
(Usa "+" d Abnve Tap
Offifi )
8. TOP CAP CASING IS FT. Above Land
dace*
* Calalro Tea} I Mated arror below long surfic& I* iiliep61 unim a i rarlanm
1a Isausd
1i iwar+danoe with 15A NCAC 90 .0119
9. YIELD (gpm)=- 4A—METHOD OF TEST
10. WATEPt 2ONE:S (depth),
11. CHLOFFMATION, Type sJ.1A _.Amoufltt +)/A
12- OASING- r
Wall Thaneas
Dept}
Dlarrw1w or 1WeTQ
r�
2
F'I. 1Mlal�i
From
To
F(,
From
To!
FL —
From
To
k.
13, GROUTS"
Depth
Mateflal
Method
From �
To 5'4'
R _cE-PTJy-"r_
From '4- To
Ft. �yITerotE__evR
?4. S REE1+k
"
Depth Diameter Slot Size
Material
FFOM -1-00
To i�A Ft
_Z in, r 010 in g
Ftorn
To - Fi
- in. -in,
Frorn
To - Ft
in- i
15, SAND/GRAVE1 PACK:
:
Depth
Size M terial
Prom 7•1
To . 7-10
FI, Nc�
From
To
Ft, �
16.
I DO HEREBY CERTIIF{ T# Pi T THIS WELL WAS
CONSTRUCTION STANOASDS, AND THAT 9
DEPTH
I-rm To Fprm*tlon
r i •,i
y�'rl
44Ldditlanal sFm m13needed taseb �it7am �
fK'.�.
LOCATION SICETCFI
' k
{$how dlreatlon "d dWanoe from all. lai# wo
Roads, yr other mip ref6reAoe point}
• yil
�_
jJy / y� 8���j �+yl,
+ LS+�." iRfrir��o
i
{, ,
" r ..
ii.
r I
1
INAOCORD,AN9EV'rrHi5A NQPQ2C,wELL- Ira
DORD HAS BEEN PROVIDED TO THS WELL- OWA
$lGNA7l1R'E 1�q-- GDNTPACTOR QR RGUNT - ' Q --
Suhrra adglro to CFvii*n ni E nAranrnemrd Mungyorr{urrt end c7px to Wr Q' &VW 1
GWA REV.3t8� `
{
I
I

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING NO, M - D
PROJECT: Surry County ,SOB. NO.: G98038
TYPE* HSA SS AH LOCATION: Plate A
u_
L4
CL (V GL DESCRIPTION DE MATERIAL
a
r,co
e 1 1-1 I-11yI SANDY SILT X); dark brown, some ruck fragments, rust staining
2
r
-gr@des With trace mica, rock tragmenfs, wet
—very moist, some; sa�ProCite
Auger Refusal at 17.0 feet
------------------------------------------------------------------------------
GNEISS
4
COMPLETION DEPTH: 45 ft
DATE' 8/10/98
DEPTH TO WATER IN BORING:8 ft W❑
SURFACE ELEVATION: it
MUNICIPAL FNfiINEERING SERVICES COMPANY, P.A.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
ROJECT: Sorry County
YPE. H A SS AH
LL
LL
u!
Ln
w
0
J
m
5
65
70
LOG OF BORING NO. W-4B
Brad of Bar irlg at 45.0 feet
COMPLETION DEPTH: 45 ft
DATE: 8I10198
JOB NO.: S98038
LOCATION. Plate A
DESCRIPTION OF MATERIAL
DEPTH TO WATER IN BORING: 8 ft WD
SURFACE EI-EVATION: ft
MUNICIPAL ENGINEERING SERVICES COMPANY, P.A.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
loli#a treraGrwa - De rlmen� 0 Erniron[nent, Healh a0 Natural Resouroav
Dik+€Wvra 6f Ewfrprxn62W ¢fia apsrlent - raurld'Gr err SeOW
PA RoX M78'-R36igh, N,C. 27620.0578
Pkno [phone]
DRUEA ROGISMATION w MBEift:
1. WELL LOCK
Nearaet Town:
2. OWNER'$OF-v-
AQDRS_U. L
R
Ir {Sli(m sketch of the location
Aim
RP
Or SLt4Asion and Eat No,)
[SUoe: ar Rma No,)
C.Ky Or I wn 19
3. DATE DRILLED ;/ USE OF WELL
4. -
S. OLfl7[NC COLLE'7rED YES R1 NOF-1
G. DOES KNELL REPLACE EXISTING WELL? YES
7. STA1.10 WATER LEVEL Bekny Top of Csslrg: &
(Use W M Above Tap i
a.. TOP OE ASINGi IS 7­5 FT. Above La rid S
• gpano.Teftirwod ewor bslo* land surf" Is llle'O unlvas �
19mowrdana4 wflh l3A HCAC ZC M1B
8. Y46 ) {gym}' tqA - Fht=THQb Or- TEST
10. WATER CONES (depth): __WA -
M CHLORINATION: Typo
12, CASING:`
flak *
Qeph
Diemeler or We47
l'rorn s
To r'
Ft.
Z,
From
T<> -
Ft.
—
From __L__To
Ft,
13- [, ROUT:
Depth
matedal
From O--
To 30.0
Ft
r=awe,•?
From 34.&
To 53'0
FL
C-FAON 1 .
14. SCREEN,
Depth Diameter Slot 37-e
From 00 To ' O Ft Irl.
From - To Ft— in, - it
From To l=t, — in, ar
15, SANDA3RAVrzN PACK -
Depth Size
From To ,49_,C FL 11 ZS—
From — — To FL
,;6. fiEMAIRKS:
1 DO HEFi1~RY CERTIFY THg THIS WELL WAS
C0N rR0 CTK)N $TANDARM, AND THAT A C
LA;L 14 Vf 0 44f
a t ,
F�EfsAyl 'as 1�'y.�
iow
f
a
STATE
yA WELL OONSTRVN
PERMIT NUMBER:
` -
_
DEPTH aRILLII +tQ;
FrDM To Fbrmil" Dbl�
ZgK1+16 -A01>
r�
ulsr�o. � I:gyp■d
-
`
- -
., ,
I(add4 oruhl space Is needad u `6 ,,OP rati � t =�
was
IFt, MWeriar
(Show dlreotlan and delay fr)mat lay w State
A04drrr ar ri#I1ar map refel�9nce
{Method
p
i
M�€arlal
� ` •
F.
i -
fterial
fFL
,
IN ACGOSDANCE VATH 1 SA NCAC 2C, WEl,.l.t'
:. AI) HAS BEEN PFLOVIDED To 7}{r: WELL gN&`� '
SIGKATUW OF OONTRACG i OR AGErrF r }
3Ubj r orlglnal to Dj�n V Envlranrne+Aes MmVLgertftnt and Ovy to tier oivn&
ow-1 REV, +
I
I
t-

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOB OF BORING NO. MW-4
ROJECT: Surry Counter JOB NO.: 698038
'ARE: HSA SS AH LOCATION: Plate A
DESCRIPTION OF MATERIAL
W
J
m
B 1 1-1 I-11yj SANDY SILT I; ), dark brown. some rock fragments, rust staining
01
17 J,J J,J JM —grades with trace mica, rack fragments, wet
28 —very mcist, some Saprofite
Aufer Refusal
GNEISS
End of Boring at 20,0 Feet
COMPLETION DEPTH: 20 fl DEPTH TO WATER IN BORING: 8 ft WD
BATE: 8I11198 SURFACE ELEVATION: it
MUNICIPAL L ENGINEERING SERVICES COMPANY, P.A.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
North. C=hnit - Dapartmmiof ErMro meat, HiMltk 80 Natural Reswr=
J7Eyision G� EFM.+fronm' �$�9e�al�# - Gf'Wlfld�4'St9i SEr:t
PA DcA 2957s = Aa6i'gh, KC. 27 •U578
6- ane (919) 733,M I
WELL C NrPTR J.OTION F
DRILLING CPINTRAOTOR. 6 gNmm x�
1. WELL L(�,QATIbN-
Nearest Tcwn.
2.
sketch of the location
+01,S
OWNER COM.Iny
(Road, Gpmmor tle, or SttKrmsion wd Lot No.)
AD0R0$ } f_dAM+5V RA _ _--
(Subat or Rooe No.)
Ij
C hY or T4wrr Week
'. DATE DRILLED USE OF WELL
4. TOTAL L1f PTH
S. CUTTINGS OOLLEOTEa YES M NO©
6. DOES WELL REPLACE EJIC# TJ MG WELL? YES[
7. STATiC WATER LEVEL Below Top or Gasing:
�IJSe "-O d Above Top t
a.. TOP OF CASING IS ZS FT. Above Land S
' CoWn Torminetvd oVor Wow ishd 4urfPfce Ie wepel unim a i
16 iK rdancaxTlh M NrAC 2C .01t8
9. Y4ELD m)- PJA - METKOD OF TEST
10. WATER ZONES (depth)- dA - -
M CKORINAMN: Type 10.18
12.OASINGF
WaIE Thk
��'
DW-h
'570
� 16r or wei4
From
To
FL
From
To—
Ft.-
_-_-^
From —To—
Fk
13. GROUT.'
DepthMaterialEfom?
To
.° . Ft.
C
From
To
Ft,
14. SCREEM
DWh Diameter
From -' o To LE- Ft 7• in.
From - -- To — Ft, . in.
From —To _FL. in_
15. S,AND/GkAVEL PACK-.
Depth Ste
.n . a c { y . i•,
- STATE WELL CONSTRUCTION
,Y
DEPTH DRILLING
.. �,
From To Frrritlon Dp1{an
'K
Code
`'.; �`- _
L
-NON
krkmes is Issued
ti K
i l i 5;
I
II $ddlIti4na# spraco,ls neel4ed U4Isack466AO' .
�ti•,?,
LocAI ON SKETCH,_
Ma10"
(Show dlwalon and d6tance it4rn of 1e4Sui;'two State'
——
Fiva4s, or other map raferencepol(4}':
I'
Method
'
r
Lo
Ir
Slot Size Ma erlal
�Il 0 41— =
From To 2-45-a Ft
From To Ft.
t DO HEREBY CERTIFY THAT THIS WELL WAS +
CON TFIOCTION STANDAS D$, AND THAT A COPY
Gtedal I F_
-
r9UY iI+1 ACGORD� W1TH 15A NCAC WELL;
T '
iT
Tht RECORD HAS BEEN PROVIDED TO THE WM'6wNEI `
l
SIG iA R7= OF CpNTAAC:(<)R CAR AGe_KT
Swbt* 43edrral to DMsion at FrArwur►srftf Managomer t arvd COPY to broil 13"
W-1 REV, qA]i&

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING NO. M-
PROJECT: Sorry County JOB NO.: 698038
TYPE: HA SS AH LOCATION: Plate A
r
OESCRIPTION OF MATERIAL
o ux c"
in
SILT (ML): tan to brawn, trace sand and clay. faint relict structure, dark staininW
18 1 1 1 1 11 I -grades brawr7 to fed, with sand, relict fciiatiori, weathered crystals, trace fine mica
- - SA14DY SILT (ML): tan to grey, #irke sand, trace clay, near vertical relict fracture with
iron stalning
Z3--------------------------------------------------------------, - ----
15 AND (SK gfay, with silk, relict gneissic banding
-tan to gray, rallct structure, relict fractures with iron skairlIng
21
20
Auger Refusal at 22.0 feet
Gros
25
30
COMPLETION DEPTH47.5 it DEPTH TO WATER IN BORING, 40 it WD
DATE: 8/18/98 SURFACE ELEVATION: ft
MUNICIPAL ENGINEERING SERVICES COMPANY, P.A.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING NO. MW-
OJECT: Sorry County
YPE. VISA SS AH
0
o `1 yr
J
cc
55
70
75
End of Boring a 4�.5 Peck
JOG NO.: G98088
LOCA7TON: Plate A
DESCRIPTION OF MATERIAL
COMPLETION DEPTH; 47.5 ft DEPTH TO WATER IN BORING* 40 ft WO
DATE: 6/18/98 SURFACE ELEVATION: ft
MUNICIPAL ENGINEERING SERVICES COMPANY, P.A.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
North -Carolina - Depsornenl� 9f ErMrbAmqnt. Health, a NaWral Raowrm
DI�Wan of EnArpnm ?'WNW04Beonent-Ground t Sedkn
PA Box 2� 7 __ Ra4iA h1.C. terp- &
MOM (919) 7 `U21
WELL OONSTRUCTION RE"
DRILLINGS CQNrR ICT0R.' �
DRILILIER ARG SMATION I'dUMSEA:2.
1. V 1. LP ATION! (Slow sketch of tfle kx aWn bi5
c� gyp+
(Aaad, 4 vrH tm 4y. or SubCfMoioe and Lot No.)
2. OWNER- RQ C
ADDRESS U4 dadgyE
ft4et or Rona No.)
ei3 c_ -
Cky ar Town 6190
3. DATE DAIL.LED` 171 USE OF WELL
4. TCTRL UiEPT I
5. CUTTINGS COLLECTED YESNJ N07
5- DOES WELL REPLACE E VSTiNG WML? YES l
7. STATIC WATER Ll=vEL Below lop of Oasfng; 31
MVs++'f" it Above Top �
.: Tor, OF CASING IS , FT. Above Land S
• "Ino Termina[ad auor below land aurleae is Iwgad u n1as is
17 apaordanoi *111 T6A N(-,AC;�d .1�1118
9. YIELD (gpm)- eJA � MCU141) OF TEST
10. WATERiONE (depth):_4A
STATE WE
PERMIT KUMBER:
UL6 14 jI CJ•tkl L . VZfUZ
DEPTH
L
-
r
FtMT1 TO
FOrmaUiari '
o ilx Cs G
w- 5
.::
140
FT.
It. CHLORWATiON: Type OJIJA _ _Amou t 4/h�
12. CASflw Gt -
w al INC*eS
s
Depth
Dhamalgr or W
. Me oOW
From
To
Ft.
--'#,
From --
_ To!
Ft
—
From —To
- --
FL
13. GROUT_
Depth
matedal
Method
From O
— To _7,7-
Ft
L• NZ
FavueD
From Z-ir TO I 6.
Ft.
? gWTff a2Kt
42.. _
14. SCREEN.
.
Depth
DkMeter Slat Size
Materla[
From 19` To f­f Ff 7- (a. .,010 _ injt:4- 90 11f�
From - — To —Ft.— in. —
From — To — Ft — — in. _
15, SANDlCRAVrmL PACK
Depth Size
From 1 ` �° To Ft-
From ' To Ft.
I& REMAFII' :
M
Ifaddit5onal space A!) noadedUae�ba koE rlr ;
'AT ION SKETCH..
(SMw dtrealon and diManae from al lea t.iwa 5Tate
F�oags. yr d#her rasp reiarAnb9 rpolnl�} ; ,"
:
S :
{
�r
I DO HEFr=RY CERTIFY TH1 6T THIS MILL WAS CONSFRUCTED IN ACCORDANCE WITH 15A NGAC 2O, WELL~- .
coNsTROcTIoN 5TANDARDS, AND THAT A T RECOA1) HAS VEEM1 PROVIDED TO THEr DELL OWI
r
i'
SK3 AN�TIJR� OF OOIwYI&ACTi]R OR A5E!WI t7I2 E ;
4SUbM odglnal to CiriS " of EnV[rolti*oe�raf MaruJgomank and ospy 10 i1 �Y4il
l Or, _
r
f
1

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1 LOG OF BO
ROJECT: Burry County
'YPE: MBA SS AH
T�l ILL
-- °C J w
� J
S tL en Q
W to
d J
N. M-
JOB NO.: S9803B
LOCATION: Plate A
DESCRIPTION OF #MATERIAL
SILT (AIL); red, rellct structure, trace organics
ig I I 1111 1 -grades pink and white, with sand, some rock fragments
Q I I 1111 I --grades brown and purple, relict foliation, trace rock fragments
SILTY SAND ( K white -ta tan, slightly moist, relict structure
12
15
19 -grades brown. moist
�0
SANDY SILT-(1140; white to-Ilght brown, feint relict structure, moist
27
211 I -grades brown, black iron stained layers
35 "1 1-111-1114 'grades white to dark browN damp
-------------------------------------------------
SILTY SAND (SM): dark gray and brown, roc ragmant s, r elic#foliation
ref 14 - -
OMPLETION DEPTH; 83.5 fit DEPTH TO WATER IN BORING: 71 ft IND
DATE: 811 198 SURFACE ELEVATION: ft
MUNICIPAL ENGINEERING SERVICES COMPANY, Y, P.A.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING NO. -8
PROJECT: Surry County JOB NO.: G08038
TYPE: H A SS AH LOCATION, Plate A
w
x
DESCRIPTION OF MATERIAL
ul
in
5'
45
-grades dark gray, rL-lict vertical foliation
45
,4
50l5
y.
—grades with fragments of gneiss and schist, damp
60
Auger Refusal at 53.0 feet
refl2--
---------------------------------y------____�-----------------
GNEIS
55
SO
e
70
7
so
COMPLETION DEPTH: 8395 ft DEPTH TO DATER IN BORING. 71 tt WD
DATE: 8/1 /98 SURFACE ELEVATION' tt
MUNICIPAL ENGINEERING ERVICE COMPANY, P.A,

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
I LOC OF BORING NO. MTV -
PROJECT: Sorry County JOB NO.: O080313
TYPE: H A SS AH LOCATION: Mate A
La
I
J
La
n-
DESCRIPTION OF MATERIAL
X
CJ
In
CJ
I
FF �Q
Ir
Ir
I
F
C
100
r
105
r P
115
i
120
COMPLETION DEPTH: 83-5 fit DEPTH TO WATER IN BORING_ 7t it wD
DATE: 811 198 SURFACE ELEVATION: #t
MUNICIPAL ENGINEERING SERVICES COMPANY, P.A.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
North Caichna - Department of Emmmnm ant, keglth, arl4 Plstufal Rpsaurws
Dia+ucn of Erq*nrffof�64 MaaWoneO - Groundwater Sedbin
S
P.O_ Boy 2'0�78 = F�aleigh N.C. 2762+:r[]578
Phone [phone]
WELL CONSTAI TIDH
DRILLINo Q0WrRACT0JR: 6 ZNMSTATE WELL CONSTRUM ON
DRILLER Rr;G5rMATi0N hWRIBER: PERMIT NUMBER: `'
k
1. WELL LOCATION- (show sketch of the IGO&Uvn
)
ie8[I'aBt Ta il'
Gaunty, 5LJRR
DEPTH H Q L1s G`
I r nvmunlh+r ar SubcMpWn and UA No
2. OWNS- 14YEILI COWEY
F[Str►'k T4 F.nrrrig0lfnn Fae�or�Ktblpl�
ADDR msy fL
jStrbi` t��or ROWEI N0,1
,: `
beg , 11106wG LACM i+ 4 W-6 77
i#fir.
r-fgr crTown
Zip Code
3. orATE D�ILLED OUJI USE OF WEt.L�r
4. TOTAL DEPTH "'
S. CUTTIN68 DOLLEcTEl7 YESW Now
6. DOFS WELL REPLACE EXI TING WELL? YES
'NO�
_ i �� �
'.r
7, sTATJC WATER LEVEL. Delon Tap o1 Cuzltig: 6t
FT.
R49 "f" if Above Tap c
CON)
'• "
S'' "
'
a, TIDP o% rAsi NG Is it `. FT. Above Land Surface
* CaUro Tae1 united 9 Wr ll to* Is id *wfs'w $a II1e901 un1ss4 a varlarim
Is Issued
r'
IRixfc�naawim I NCAC Zd .0I18
- .h
fo. YIELD Wpm)- PJA METHOD of TEST
K',,•
' f
+�
io. WATER 1 O ES (depth)-9
f 1. C14LORMIATION. Type 101A Arnau
k &IZAl(addikiarrril
space.ls needed uea!be, k +s onri` ; :�
' -:':
;
12_ V14SIIVi7F
Y +
Wall This
as
LIDGATlQN SKET9 r
Depth pfarnafer or Wefg
Fk. MBtaFlal
(Show dlracAnn and dislance from atleg_�t%ra
Frain' To Ft, art G
+AC
Rag' ar other m reference ini' s }
ap po ��
From. To- Ft.
-
4 L'
"
r. ,
From To- FL-
Depth material'
mn'h❑d
r
From To 51'4' FL G r
iouFte _
,; Z
ti
From 51" To 33 # Ft. SEAnyAM
Ca arz dTr
x,
74. SCREEN:
Depth Diameter Slat Skze
From 7-0 To 7Z'" Ft Z in, 401 in
From To - FL _____, in, in
From To Fr in- - in
35. SANDIGRAvr=L PACK
Depth Sire M
From •o TO I"t. lrr2
From . To Ft. - -.
16. REMARK$:
i DO HERESY CERTIFY THAT THIS WEIR, WAS
CONSTfiI "ON STANDARDS, AND THAT A 0
Ul: [ l D IN ACCORDANCE IPYtTH 1 5A NCA"+ 2C, WELL'
L
` r
'HII ECORD HAS 85-; i PROVIDED TO 7'Hr- WELL OV44EFL-,
Y
1
SlQt4ATUR€ QF comTOACTOR OR A%MNT . #
Subrrmj odginal to aivIam ei EnVk0nff*mW F+Ianagamen?l find OQ.y tD Well oivolir,� ,} '
G+hL-i RED+, 319tL
f

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING: MW-8
Surry County MSWLF, Phase 2
Project No. G05122
Drilling contractor: Well Drilling
Date started:
9/1/2009
Surface elevation:
968.35 ft (MSL)
Drill rig & method: 6" DTH Air
Date ended:
9/1/2009
Top of pipe elevation:
971.03 ft (MSL)
Logged by: J. Pfohl
Completion depth:
70.75 ft
Depth to water (TOB):
Dry
Stickup height:
2.68 ft
Depth to water (24hrs):
61.21 ft
a
n o
(D
Well Diagram
Description of Material &Remarks
o
ca
Y
U
Sandy Silt; moderate yellow brown to brown, micaceous, low to medium
dense schist layers
s
10
15
20
m
N
m
v
U
Saprolite of Sandy Silt; brown, micaceous, layers of PWR, moderately
o
dense, dry
t
U
25
N
30
35
-----------------------------------------------------
PWR; brown, layers of hard schist, moderately dense, micaceous, dry
40
45
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PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING: MW-8
Surry County MSWLF, Phase 2
Project No. G05122
Drilling contractor: Well Drilling
Date started:
9/1/2009
Surface elevation:
968.35 ft (MSL)
Drill rig & method: 6" DTH Air
Date ended:
9/1/2009
Top of pipe elevation:
971.03 ft (MSL)
Logged by: J. Pfohl
Completion depth:
70.75 ft
Depth to water (TOB):
Dry
Stickup height:
2.68 ft
Depth to water (24hrs):
61.21 ft
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Description of Material & Remarks
Well Diagram
50
55
60
65
70
75
80
85
90
-----------------------------------------------------
Top of Competent Rock (920.35 FTAMSL) Schist; brown, few soft
fractures, grey gneiss layers, moderately dense, dry
Fractured PWR to Saprolite 63'-64', dark brown, damp
Boring terminated at 70.8 feet
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Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 2 of 2
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING: MW-9S (was P2-14S)
Surry County Landfill, Phase 2 Project No. G05092.6
Drilling contractor: Well Drilling Date started: 6/16/2006 Surface elevation: 949.75 ft (MSL)
Drill rig & method: 8.0"D HSA,S.S,NQ cole,4"over ream Date ended: 6/16/2006 Top of pipe elevation: 952.83 ft (MSL)
Logged by: J. Pfohl Completion depth: 42.28 ft Depth to water JOB): 46.00 ft
Stickup height: 3.08 ft Depth to water (24hrs): 32.14 ft
a
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Diagram
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Description of Material & Remarks
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Description from adjacent P2-141D
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Clayey Silt; pale reddish brown, cohesive, slightly micaceous, moist
22
Sandy Silt; dark yellow brown, relict foliation, micaceous, very small
5
proportion of grain size sand, dry
-------------------------------------------------
Auger Refusal - Top of Competent Rock = 941.49 amsl Schist; brown,
10
fractured layers, lenses within saprolite layer
o
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15
m
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_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Moderaterly Weathered Rock; sandy silt, saprolite, dry
V
20
Moderaterly Weathered Rock; schist, brown
C
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25
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m
------------------------------------------------------
Run #1; (REC) 2.40'/4.60' = 52.2%, (RQD) 0.00'/4.60' = 0%,
30
(28.00'-32.60')
Gneiss; medium -dark grey, highly weathered, medium grained, highly
a
micaceous, schistose texture
Run #2; (REC) 3.6077.33' = 49.1%, (RQD) 1.07'/7.33' = 14.6%,
u°
(32.60-39.93) Gneiss; meduim brown grey, medium grained, moderately
s
35
weatherd, iron stains, schistose texture, some garnet, highly fractured
Cn
along foliation
a
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Run #3; (REC) 9.6071 0.00'= 96.0%, (RQD) 2.06/10.00' = 20.6%,
U
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(39.93'-49.93') Gneiss; medium grey brown, medium grained, schistose
texture, highly fractured along foliation, iron stains on fractures,
micaceous, quartz bands
45
Boring terminated at 42.3 feet
Municipal Engineering Services Company, P.A.
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PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING: MW-91) (was P2-14D)
Surry County Landfill, Phase 2
Project No. G05092.6
Drilling contractor: Well Drilling Date started:
6/16/2006
Surface elevation:
949.49 ft (MSL)
Drill rig & method: 8.0"D HSA,S.S,NQ core, over ream Date ended:
6/16/2006
Top of pipe elevation:
952.47 ft (MSL)
Logged by: J. Pfohl Completion depth:
65.54 ft
Depth to water JOB):
46.00 ft
Stickup height:
2.98 ft
Depth to water (24hrs):
32.14 ft
Q
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Description of Material & Remarks
Well Diagram
a
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5
10
15
20
25
30
35
40
45
22
Clayey Silt; pale reddish brown, cohesive, slightly micaceous, moist
Sandy Silt; dark yellow brown, relict foliation, micaceous, very small
proportion of grain size sand, dry
-----------------------------------------------------
Auger Refusal - Top of Competent Rock = 941.49 amsl Schist; brown,
fractured layers, lenses within saprolite layer
----------------------------------------------------
Moderately Weathered Rock; sandy silt; saprolite, dry
Moderately Weathered Rock; schist, brown
Run #1; (REC) 2.40'/4.60' = 52.2%, (RQD) 0.00'/4.60' = 0%,
(28.00'-32.60')
Gneiss; medium -dark grey, highly weathered, medium grained, highly
micaceous, schistose texture
Run #2; (REC) 3.6077.33' = 49.1%, (RQD) 1.07'/7.33' = 14.6%,
(32.60-39.93) Gneiss; medium brown grey, medium grained, moderately
weathered, iron stains, schistose texture, some garnet, highly fractured
along foliation
Run #3; (REC) 9.6071 0.00'= 96.0%, (RQD) 2.06/10.00' = 20.6%,
(39.93'-49.93') Gneiss; medium grey brown, medium grained, schistose
texture, highly fractured along foliation, iron stains on fractures,
micaceous, quartz bands
2
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Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 1 of 2
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING: MW-91) (was P2-14D)
Surry County Landfill, Phase 2
Project No. G05092.6
Drilling contractor: Well Drilling Date started:
6/16/2006
Surface elevation:
949.49 ft (MSL)
Drill rig & method: 8.0"D HSA,S.S,NQ core, over ream Date ended:
6/16/2006
Top of pipe elevation:
952.47 ft (MSL)
Logged by: J. Pfohl Completion depth:
65.54 ft
Depth to water JOB):
46.00 ft
Stickup height:
2.98 ft
Depth to water (24hrs):
32.14 ft
0
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Description of Material & Remarks
Well Diagram
50
55
60
65
70
75
80
85
90
Run #4; (REC) 3.35'/3.35' = 100%, (RQD) 1.32'/3.35' = 39.4%,
(49.93'-53.28') Gneiss; medium grey, medium grained, highly
micaceous, schistose texture, pyrite and garnet, fractures along
foliation, iron stains in fractures at top of run only
Run #5; (REC) 10.00'/10.00' = 100%, (RQD) 8.29'/10.00' = 82.9%,
(53.28'-63.28') Gneiss, medium grey, medium grained, micaceous, very
competent
Run #6; (REC) 2.12'/2.12' = 100%, (RQD) 0.48'/2.12' = 22.6%,
(63.28'-65.40') Gneiss; light grey, medium grained, fractured, garnets
present in schistose areas
2
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Boring terminated at 65.5 feet
Municipal Engineering Services Company, P.A.
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PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING: MW-10 (was P2-13)
Surry County Landfill, Phase 2
Project No. G05092.6
Drilling contractor: Well Drilling
Date started: 4/26/2006
Surface elevation:
967.35 ft (MSL)
Drill rig & method: 7.75" OD HSA, SS, 4" DTH
Date ended: 6/16/2006
Top of pipe elevation:
970.24 ft (MSL)
Logged by: J. Pfohl
Completion depth: 51.00 ft
Depth to water JOB):
dry
Stickup height: 2.89 ft
Depth to water (24hrs):
28.39 ft
Q
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Description of Material & Remarks
Well Diagram
a
Y
5
10
15
20
25
30
35
40
45
50
55
33
33
50/3"
50/2"
Clayey Silt; moderate red brown, faint relcit structure, root debris, moist
Sandy Silt; dark yellow brown, relict structure, black silt nodules and
white feldspar streaks, mottled saprolite, very dense, dry
Sandy Silt; same as above
Partially Weathered Rock - Sandy Silt; pale brown silt with black silt
partings and light brown fine grained sand striations, relict structure,
very dense, dry101/
Partially Weathered Rock - Sandy Silt; same as above
----------------------------------------------------
Auger Refusal - Top of Competent Rock = 945.85 asml Schist, light
brown, fractured layered with saprolite
Gneiss; grey, more competent and dense, dry
Boring terminated at 51.0 feet
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Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING: MW-11 D
Surry County MSWLF, Phase 2
Project No. G05122
Drilling contractor: Well Drilling
Date started: 9/3/2009
Surface elevation:
962.38 ft (MSL)
Drill rig & method: 6" Air
Date ended: 9/3/2009
Top of pipe elevation:
965.38 ft (MSL)
Logged by: J. Pfohl
Completion depth: 65.31 ft
Depth to water (TOB):
Dry
Stickup height: 3.00 ft
Depth to water (24hrs):
Dry
0
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Description of Material & Remarks
Well Diagram
5
10
15
20
25
30
35
40
45
50
55
60
65
Saprolite of Silty Sand; brown, root and wood debris, micaceous, dry
-----------------------------------------------------
Top of Competent Rock (950.38) Gneiss; grey, several large fractures,
dry
Boring terminated at 65.3 feet
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Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING: MW-11 S
Surry County MSWLF, Phase 2
Project No. G05122
Drilling contractor: Well Drilling
Date started:
9/3/2009
Surface elevation:
965.95 ft (MSL)
Drill rig & method: 6" DTH, Air
Date ended:
9/3/2009
Top of pipe elevation:
969.09 ft (MSL)
Logged by: J. Pfohl
Completion depth:
46.05 ft
Depth to water (TOB):
40.00 ft
Stickup height:
3.14 ft
Depth to water (24hrs):
27.40 ft
z
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Description of Material & Remarks
Well Diagram
a
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5
10
15
20
25
30
35
40
45
50
�
Saprolite; brown, few layers of PWR, dry
PWR; brown schist, moderately dense, dry
------------------------------------------------------
Top of Competent Rock: (943.95 ftamsl) Gneiss; grey, competent, dry
Large Fracture 40'-42', quartz fragments, damp
o
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Boring terminated at 46.0 feet
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING: MW-12
Surry County MSWLF, Phase 2
Project No. G05122
Drilling contractor: Well Drilling
Date started: 9/3/2009
Surface elevation:
993.71 ft (MSL)
Drill rig & method: 6" DTH, Air
Date ended: 9/4/2009
Top of pipe elevation:
996.66 ft (MSL)
Logged by: J. Pfohl
Completion depth: 65.00 ft
Depth to water (TOB):
Dry
Stickup height: 2.95 ft
Depth to water (24hrs):
44.23 ft
❑
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Description of Material & Remarks
Well Diagram
V
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Y
s
10
15
20
25
30
35
40
45
50
55
60
65
PWR; pale yellow brown, platy, micaceous, dry
-----------------------------------------------------
Saprolite of Sandy Silt; brown, increasing density with depth, relict
layers, micaceous, dry
----------------------------------------------------
PWR; pale yellow brown, platy, micaceous, dry
----------------------------------------------------
Schist; grey, soft, fractured, dry
Top of Competent Rock: (958.71) Gneiss; grey, very dense, extremely
slow penetration, micaceous, dry
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Boring terminated at 65.0 feet
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
LOG OF BORING: MW-13
Surry County MSWLF, Phase 2
Project No. G05122
Drilling contractor: Well Drilling
Date started:
9/3/2009
Surface elevation:
979.83 ft (MSL)
Drill rig & method: 6" OD DTH Air
Date ended:
9/3/2009
Top of pipe elevation:
983.13 ft (MSL)
Logged by: J. Pfohl
Completion depth:
36.31 ft
Depth to water (TOB):
27.00 ft
Stickup height:
3.30 ft
Depth to water (24hrs):
23.50 ft
0
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Description of Material & Remarks
Well Diagram
o
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10
15
20
25
30
35
40
45
Saprolite of Silty Sand; brown, low density, few thin PWR layers,
micaceous, dry
--------------------------------------------------
PWR; brown, moderately dense, micaceous, dry
----------------------------------------------------
Top of Competent Rock (943.53) Schist; brown, dry
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Boring terminated at 36.3 feet
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 1 of 1
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
M W-24
LOG OF BORING: OW4-1S
Surry County Landfill, Phase 4
Project No. G14120.6
Drilling contractor: Bluestone
Date started:
1/27/2015
Surface elevation:
976.72 ft (MSL)
Drill rig & method: 6" Air Rotary
Date ended:
1/27/2015
Top of pipe elevation:
979.72 ft (MSL)
Logged by: J.Pfohl
Completion depth:
39.00 ft
Depth to water (TOB):
32.00 ft
Stickup height:
3.00 ft
Depth to water (24hrs):
34.95 ft
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Well Diagram
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Description of Material & Remarks
0
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SAPROLITE; (SM) YELLOW ORANGE SILTY SAND.
s
SAPROLITE; (SM) DARK YELLOW BROWN SILTY SAND, micaceous,
few gravel sized PWR fragments, several roots, moderately dense, dry.
-----------------------------------------------------
WEATHERED ROCK; brown, sandy, angular fragments, micaceous,
coarse grained, more dense, dry.
10
WEATHERED ROCK; brown, sandy, angular fragments, micaceous,
coarse grained, more dense, dry.
Y
more dense.
2
m
a
15
WEATHERED ROCK; brown, sandy, angular fragments, micaceous,
coarse grained, more dense, dry.
softer layer.
N
20
WEATHERED ROCK; brown, sandy, angular fragments, micaceous,
coarse grained, more dense, dry.
25
----------------------------------------------------
(25') HSA Refusal in adjacent B4-1, brown.
m
30
BEDROCK; gray, gneiss, competent, dry.
Y
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(38') Silt seam in adjacent B4-1. Likely groundwater.
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Boring terminated at 39.0 feet
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 1 of 1
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DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
M W-24
(WAS OW4-1 S)
For Internal Use ONLY:
1. Well Contractor Information:
Jon Pfohl
Well Contractor Name
3301-A
NC Well Contractor Certification Number
Bluestone Environmental, LLC
Company Name
2. Well Construction Permit #:
List all applicable well permits (i.e. County, State, Variance, Injection, etc)
3. Well Use (check well use):
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
Non -Water Supply Well:
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Injection Well:
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (Heating/Cooling Return)
❑Other (explain under #21 Remarks)
4. Date Well(s) Completed:
1/27/15 Well ID# 0W4-1S
5a. Well Location:
Surry Co MSWLF, Ph 4 (proposed)
Facility/Owner Name Facility ID# (if applicable)
237 Landfill Rd Mount Airy NC 27030
Physical Address, City, and Zip
Surry 593800417344
County
Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
36.43075 N 80.57919 W
6. Is (are) the well(s): ❑Permanent or ©Temporary
7. Is this a repair to an existing well: ❑Yes or K]No
If this is a repair, fill out known well construction information and explain the nature of the
repair under 421 remarks .section or on the back of this form.
8. Number of wells constructed: 1
For multiple injection or non -water supply wells ONLY with the same construction, you can
submit one form.
9. Total well depth below land surface: Screen 38.78 (ft.)
For multiple wells list all depths ifdii ferent (example- 3@200' and 2@100')
10. Static water level below top of casing: 37.95' (24 hrs. after set) (ft.)
Ifwater level is above casing, use "+"
11. Borehole diameter: 6 (in.)
12. Well construction method: air rotary
(i.e. auger, rotary, cable, direct push, etc.)
14, WATER ZONES
FROM
TO
DESCRIPTION
34 It-
39 ft•
Very small fracture(s) in rock
ft.
I ft.
15, OUTER
CASING for
multi -cased wells OR L11YER if a licabie
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft,
ft.
in.
16, INNER
CASING OR
T INGfgeothormal
closed -loop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
+3 ft.
28.78 ft.
2 in.
Sch 40
PVC flush thread
ft.
ft.
in.
17, SCREEN
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
28.78ft.
38.78 ft,
2 in.
0.01"
Sch 40
PVC
ft.
ft,
'°
1/4" space
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT
METHOD & AMOUNT
0 ft.
3 ft,
Concrete
>95 lbs. solids
3 ft.
24 ft.
Bent. Grout
75 lbs./35gals water
24 ft.
27.5 ft.
Bent. Chips
28 lbs. hydrated
19, SAND/GRAVEL
PACT{
if applicable
FROM
TO
MATERIAL
EMPLACEMENT METHOD
27.5 ft.
39 ft.
#2 Silica Sand
Gravity
ft.
ft.
20. DRILLING
LOG attach
additional sheets if necessa
FROM
TO
DESCRIPTION color, hardness,
soil/rock type, grain size, etc.
0 ft.
12 ft.
SOIL; Silty Sand; Brown, dense, dry
12 ft.
24 ft,
PWR; Gray, Increased density with depth
ft.
ft.
Less weathering with depth, dry.
24 ft.
39 ft.
ROCK; Gray, competent
ft.
ft.
Extremely low water yield
ft.
ft.
4 dry boring attempts within 20 linear feet
ft,
ft.
2'X2' concrete pad with locked steel case
21, REMARKS
Observation well for hydrogeologic study for proposed Ph 4 LF
Shallower counterpart of nested pair with (OW4-1 D)
22, Certification:
" 2/15/15
Sign e e 'Ceni'ed Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells ONLY: In addition to sending the form to the address in
24a above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield m Method of test: 24c. For Water Supply & Injection Wells:
(gp ) Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed.
Form GW-I North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
MW-25
(Was OW4-2)
Surry County Landfill, Phase 4
Drilling contractor: Bluestone
Drill rig & method: 6" Rotary
Logged by: J.Pfohl
Date started:
1/24/2015
Date ended:
1/24/2015
Completion depth:
74.00 ft
Stickup height:
3.00 ft
LOG OF BORING: OW4-2
Project No. G14120.6
Surface elevation:
986.85 ft (MSL)
Top of pipe elevation:
989.85 ft (MSL)
Depth to water JOB):
60.00 ft
Depth to water (24hrs):
20.82 ft
Q
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Well Diagram
0
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10
15
20
25
30
35
40
SAPROLITE; brown, very dense, dry.
------------------------------------------------
WEATHERED ROCK;
WEATHERED ROCK; brown, angular fragments, very dense, dry.
----------------------------------------------------
BEDROCK; very dense, dusty, dry.
BEDROCK; gray, competent, dry.
(few fractures —11-12')
BEDROCK; gray, competent, dry.
BEDROCK; gray, competent, dry.
BEDROCK; gray, competent, dry.
BEDROCK; gray, competent, dry. (no fractures noticed, waited 15
minutes, pulled rods but dry, so advanced.)
BEDROCK; gray, competent, dry.
BEDROCK; gray, competent, dry. (waited ten minutes, no water, so
advanced.)
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Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 1 of 2
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
MW-25
Surry County Landfill, Phase 4
Drilling contractor: Bluestone
Drill rig & method: 6" Rotary
Logged by: J.Pfohl
Date started:
1/24/2015
Date ended:
1/24/2015
Completion depth:
74.00 ft
Stickup height:
3.00 ft
(Was OW4-2)
LOG OF BORING: OW4-2
Project No. G14120.6
Surface elevation:
986.85 ft (MSL)
Top of pipe elevation:
989.85 ft (MSL)
Depth to water JOB):
60.00 ft
Depth to water (24hrs):
20.82 ft
0
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Description of Material & Remarks
Well Diagram
45
50
55
60
65
70
75
80
BEDROCK; gray, no fractures, very dusty, very competent, dry. (waited
45 minutes, pulled rods & dry)
Waited for 10 minutes, dusty, dry.
Waited for 10 minutes, dusty, dry.
small fracture, maybe water bearing.
Waited for 10 minutes, dusty, dry.
Possible small fracture - 61'. slight drop & sound difference.
Depth to water 14 hours after drilling to 65'.
BEDROCK; gray Gneiss, very competent, no fractures noticed 65'-74'
No fractures (71-74')
Boring terminated at 74.0 feet
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Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 2 of 2
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
MW-25
(WAS OW4-2)
For Internal Use ONLY:
1. Well Contractor Information:
Jon Pfohl
Well Contractor Name
3301-A
NC Well Contractor Certification Number
Bluestone Environmental, LLC
Company Name
2. Well Construction Permit #:
List all applicable well permits (i.e. County, State, Variance, Injection, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
Non -Water Supply Well:
OMonitoring ❑Recovery
[]Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
❑Groundwater Remediation
❑Salinity Barrier
❑ Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 1
4. Date Well(s) Completed: 1 /24/15 Well ID# OW4-2
5a. Well Location:
Surry Co MSWLF, Ph 4 (future)
Facility/Owner Name Facility ID# (if applicable)
237 Landfill Rd Mount Airy NC 27030
Physical Address, City, and Zip
Surry 593800417344
County Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
36.43108 N 80.57993 W
6. Is (are) the well(s): ❑Permanent or ©Temporary
7, Is this a repair to an existing well: ❑Yes or ZNo
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back of this form.
8. Number of wells constructed: 1
For multiple injection or non -water supply wells ONLY with the same construction, you can
submit one form.
9. Total well depth below land surface: Screen 71.0 (ft.)
For multiple wells list all depths ifdierent (example- 3@200' and 2@I00')
10. Static water level below top of casing: 23.82 (24 hrs. after Set) (ft.)
If water level is above casing, use "+"
11. Borehole diameter: 6 (in.)
14, WATER ZONES
FROM
TO
DESCRIPTION
60.5 ft•
61.0 ft•
Very small fracture in rock
ft.
ft.
15, OUTER
CASING for
mule �cnsed wells)OR LINER if a `licable
FROM
TO
DIAMETER
THICKNESS
MATERIAL
It.
ft,
in.
16, INNER
CASING OR
TUBING eothermal
closed -loop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
+3 ft,
56.0 It-
2 in.
Sch 40
PVC flush thread
ft.
ft,
in.
17. SCREEN
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
71.0 It.
2 in.
0.011,
Sch 40
PVC
Poft.
ft.
i°
1/4" space
T
TO
MATERIAL
EMPLACEMENT
METHOD
& AMOUNT
3 ft.
Concrete
>95 lbs. solids
3 ft.
52.5 ft•
Bent. Grout
125lbs./60 gals. water
52.50 ft
54.75 ft-
Bent. Chips
33 lbs. hydrated
19. SAND/GRAVEL
PACK(if
;'applicable)
FROM
I TO
MATERIAL
EMPLACEMENT METHOD
54.75 ft
74.00 ft
#2 Silica Sand
Gravity
ft.
ft.
20, DRILLING
LOG attach
additional sheets ifaccessary)
FROM
TO
DESCRIPTION color, hardness,
soil/rock type, grain sim, etc.
0 ft.
3 ft.
SOIL; Silty Sand; Brown, dense, dry
3 ft.
8 It-
PWR; Brown, Increased density with depth
ft.
ft.
Less weathering with depth, dry.
8 ft,
>74 ft•
ROCK; Gneiss; gray, competent
ft.
ft.
ft.
ft.
Very low water yield
ft,
ft,
2'X2' concrete pad with locked steel case
21. REMARKS
Observation well for hydrogeologic study for proposed Ph 4 LF
22. Certifi tin:
2/15/15
Signa a ego Ai ed Well Contractor Date
By signing this form, I hereby certify that the wells) was (were) constructed in accordance
with 1 SA NCAC 02C .0100 or 15A NCAC 02C . 0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection Wells ONLY: In addition to sending the form to the address in
rotary 24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i.e. auger, rotary, cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
13a. Yield (gpm) Method of test: Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed.
Form GW-I North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
MW-26
LOG OF BORING: OW4-3
Surry County Landfill, Phase 4
Project No. G14120.6
Drilling contractor: Bluestone
Date started:
1/25/2015
Surface elevation:
996.04 ft (MSL)
Drill rig & method: 6" DTH
Date ended:
1/25/2015
Top of pipe elevation:
999.04 ft (MSL)
Logged by: J.Pfohl
Completion depth:
46.00 ft
Depth to water (TOB):
32.50 ft
Stickup height:
3.00 ft
Depth to water (24hrs):
28.23 ft
Q
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Description of Material & Remarks
Well Diagram
0
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10
15
20
25
SAPROLITE; (SM) YELLOW ORANGE SILTY SAND, moderately
dense, dry.
SAPROLITE; (SM) YELLOW ORANGE SILTY SAND, micaceous, few
partially weathered rock fragments, moderately dense, dry.
-----------------------------------------------------
WEATHERED ROCK; brown, very dense, dry.
-----------------------------------------------------
BEDROCK; gray, dense, dry.
BEDROCK; gray,very dense, no fractures noticed, dusty, dry.
BEDROCK; gray,very dense, competent, dusty, dry.
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Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 1 of 2
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
M W-26
LOG OF BORING: OW4-3
Surry County Landfill, Phase 4
Project No. G14120.6
Drilling contractor: Bluestone
Date started:
1/25/2015
Surface elevation:
996.04 ft (MSL)
Drill rig & method: 6" DTH
Date ended:
1/25/2015
Top of pipe elevation:
999.04 ft (MSL)
Logged by: J.Pfohl
Completion depth:
46.00 ft
Depth to water (TOB):
32.50 ft
Stickup height:
3.00 ft
Depth to water (24hrs):
28.23 ft
0
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Description of Material & Remarks
Well Diagram
30
35
40
45
50
BEDROCK; gray,very dense, no fractures noticed, dry.
BEDROCK; gray,very dense, no fractures noticed, dry.
Waited 25 minutes, pulled rods, dry.
(35.5') Large fracture, darker gray, likely water bearing.
Noticed water, likely from 35.5' fracture, gushing.
BEDROCK; gray, no fractures noticed (36.5-46')
2
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Boring terminated at 46.0 feet
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 2 of 2
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
M W-26
(WAS OW4-3)
For Internal Use ONLY:
1. Well Contractor Information:
Jon Pfohl
Well Contractor Name
3301-A
NC Well Contractor Certification Number
Bluestone Environmental, LLC
Company Name
2. Well Construction Permit #:
Gist all applicable well permits (i.e. County, State, Variance, Injection, etc.)
3. Well Use (check well use):
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Non -Water Supply Well:
I�Monitoring ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
❑Groundwater Remediation
❑Salinity Barrier
❑ Stormwater Drainage
El Subsidence Control
❑Tracer
❑Other (explain under 4211
4. Date Well(s) Completed: 1 /25/15 Well ID# OW4-3
5a. Well Location:
Surry Co MSWLF, Ph 4 (future)
Facility/Owner Name Facility ID# (if applicable)
237 Landfill Rd Mount Airy NC 27030
Physical Address, City, and Zip
Surry 593800417344
County Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
36.43148 N 80.58050 W
6. Is (are) the well(s): ❑Permanent or ©Temporary
7. Is this a repair to an existing well: ❑Yes or 9lNo
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back of this form.
8. Number of wells constructed: 1
For multiple injection or non -water supply wells ONLY with the same construction, you can
submit one form.
9. Total well depth below land surface: Screen 45.26 (ft.)
For multiple wells list all depths if different (example- 3@200' and 2@100')
10, Static water level below top of casing: 34.23 (24 hrs. after Set) (ft.)
Iflvater level is above casing, use "+"
It. Borehole diameter: 6 (in.)
14. WATER ZONES'
FROM
TO
DESCRIPTION
35.5 ft.
36.5 ff•
Small fractures in rock
ft.
ft.
15, OUTER
CASING for
mulri-cased wells OALINER if a applicable)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
ft.
ft.
I in.
16. INNER
CASINGOR
TUBING eothermal
closed -loop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
+3.00 ft.
30.26 ft.
2 in.
Sch 40
PVC flush thread
ft.
ft.
in.
17. SCREEN
FROM
TO
DIAMETER
SLOT SIZE
THICKNESS
MATERIAL
30.26ft•
45.26 ft.
2
in.
0.01"
Sch 40
PVC
ft.
ft.
i°
1 /4" space
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT METHOD & AMOUNT
0 It'
2 it.
Concrete
>95 lbs. solids
2 It-
26.75 ft-
Bent. Grout
80 lbs./36gals. water
26,75 ft.
29.00 ft,
Bent. Chips
-35 lbs. hydrated
19. SAND/GRAVEL
PACK
if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
29.00 ft•
46.00 ft.
#2 Silica Sand
Gravity
ft.
I ft.
Z0, DRILLING LOG Wineh
additional shoots if necessu
FROM
TO
DESCRIPTION color, hardness,
soil/rock type, grain size, etc.
0 ft,
9 ft.
SOIL; Saprolite; Brown, dense, dry
9 ft.
11 I
PWR; Brown, Increased density with depth,
ft,
ft.
Decreased weathering with depth, dry.
11 ft•
>46 ff.
ROCK; Gneiss; gray, competent
ft,
ft.
ft.
ft.
High water yield relative to others
ft.
ft.
2'X2' concrete pad with locked steel case
21. REMARKS
Observation well for hydrogeologic study for proposed Ph 4 LF
22. Certification:
° 2/15/15
Signatu ertfled Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection Wells ONLY: In addition to sending the form to the address in
rotary 24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i.e. auger, rotary, cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed.
Form GW-1 North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
MW-27
LOG OF BORING: OW4-4
Surry County Landfill, Phase 4
Project No. G14120.6
Drilling contractor: Bluestone
Date started:
1/22/2015
Surface elevation:
1040.01 ft (MSL)
Drill rig & method: 6" Rotary
Date ended:
1/22/2015
Top of pipe elevation:
1043.01 ft (MSL)
Logged by: J.Pfohl
Completion depth:
54.00 ft
Depth to water (TOB):
40.00 ft
Stickup height:
3.00 ft
Depth to water (24hrs):
31.23 ft
Q
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Description of Material & Remarks
Well Diagram
0
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15
20
25
30
35
SAPROLITE; brown, moderately dense, dry.
SAPROLITE; (SM) SILTY SAND, micaceous, moderately dense, dry.
-----------------------------------------------------
WEATHERED ROCK; gray, moderately dense, dry.
-----------------------------------------------------
BEDROCK; gray, competent, very dense, dusty, dry.
BEDROCK; gray, competent, very dense, dusty, dry.
BEDROCK; gray, competent, very dense, dusty, dry.
BEDROCK; gray, competent, very dense, dusty, dry.
BEDROCK; gray, competent, very dense, dusty, dry.
2
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Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 1 of 2
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
MW-27
LOG OF BORING: OW4-4
Surry County Landfill, Phase 4
Project No. G14120.6
Drilling contractor: Bluestone
Date started:
1/22/2015
Surface elevation:
1040.01 ft (MSL)
Drill rig & method: 6" Rotary
Date ended:
1/22/2015
Top of pipe elevation:
1043.01 ft (MSL)
Logged by: J.Pfohl
Completion depth:
54.00 ft
Depth to water JOB):
40.00 ft
Stickup height:
3.00 ft
Depth to water (24hrs):
31.23 ft
0
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Description of Material & Remarks
Well Diagram
45
50
55
60
65
70
75
80
BEDROCK; gray, competent, very dense, dusty, dry. (waited — 15
minutes, but dry)
Fracture zone (43-45'), no water observed during drilling.
BEDROCK; gray, competent, very dense, dry.
Boring terminated at 54.0 feet
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Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 2 of 2
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
MW-27
(WAS OW4-4)
For Internal Use ONLY:
1. Well Contractor Information:
Jon Pfohl
Well Contractor Name
3301-A
NC Well Contractor Certification Number
Bluestone Environmental, LLC
Company Name
2. Well Construction Permit #:
List all applicable well permits (i.e. County, State, Variance, Injection, etc.)
3. Well Use (check well use):
Water Supply Well:
❑ Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
Non -Water Supply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 4211
4. Date Well(s) Completed: 1 /22/15 Well ID# OW44
5a. Well Location:
Surry Cc MSWLF, Ph 4 (future)
Facility/Owner Name Facility ID# (if applicable)
237 Landfill Rd Mount Airy NC 27030
Physical Address, City, and Zip
Surry
County
593800417344
Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one fat/long is sufficient)
36.43458 N 80.57902 W
6. Is (are) the well(s): ❑Permanent or ©Temporary
7. Is this a repair to an existing well: ❑Yes or Z1No
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back of this form.
8. Number of wells constructed: 1
For multiple injection or non -water supply wells ONLY with the same construction, you can
submit one form.
9. Total well depth below land surface: Screen 53.07 (ft.)
For multiple wells list all depths if different (example- 3@200' and 2@100')
10. Static water level below top of casing: 33.24 (24 hrs. after set)
1f water level is above casing, use "+"
IL Borehole diameter: 6 (in.)
14. WATER ZONES
FROM
TO
DESCRIPTION
43 ft•
45 ft•
Small fractures in rock
ft.
It.
15. OUTER
CASING for
multi•cased wells OR LINER if a 'l cable
FROM
TO
DL4METER
THICKNESS
MATERIAL
ft,
I ft,
in.
16. INNER
CASINGOR
TLBING(geothermal
closed -too
FROM
TO
DIAMETER
THICKNESS
MATERIAL
+3.00 ft.
38.07 ft.
2 i°'
Sch 40
PVC flush thread
ft.
ft.
in.
17. SCREEN
FROM
TO
DIAMETER
SLOT
SIZE
THICKNESS
MATERIAL
38.07ft'
53.07 ft.
2 in.
0.01"
Sch 40
PVC
ft,
ft,
in
1/4" space
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT
METHOD & AMOUNT
0 ft'
3.00 ft,
Concrete
>95 lbs. solids
3.00 ft.
34.50 ft.
Bent. Grout
-75 lbs./35gals.water
34.50 ft,
37.00 ft.
Bent. Chips
35 lbs. hydrated
19. SAND/GRAVEL>PACK
if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
37 ft.
54 ft.
#2 Silica Sand
Gravity
ft,
ft.
2Q. DRILLING
LOG attach additional sheets if necessary)
FROM
TO
DESCRIPTION color, hardness,
soil/rock type, grain size, etc.
0 ft•
11 ft.
SOIL; Saprolite; Brown, dense, dry
11 ft•
17 ft,
PWR; Brown, More dense with depth, dry
17 ft.
>54 ft.
ROCK; Gneiss; gray, competent
ft.
ft,
Very low water yield
ft.
ft,
ft.
ft.
ft.
ft.
2'X2' concrete pad with locked steel case
21, REMARKS
Observation well for hydrogeologic study for proposed Ph 4 LF
22. Certif' ati
' I A- 2/15/15
Signah of ertified Well Contractor Date
By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection Wells ONLY: In addition to sending the form to the address in
rotary 24aabove, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i.e. auger, rotary, cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield m Method of test: 24c. For Water Supply & Injection Wells:
(gp ) Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed.
Form GW-I North Carolina Department of Environment and Natural Resources -Division of Water Resources Revised August 2013

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
MW-28
LOG OF BORING: OW4-9
Surry County Landfill, Phase 4
Project No. G14120.6
Drilling contractor: Bluestone Environmental
Date started:
1/28/2015
Surface elevation:
1074.41 ft (MSL)
Drill rig & method: 6" Rotary
Date ended:
1/29/2015
Top of pipe elevation:
1077.41 ft (MSL)
Logged by: J.Pfohl
Completion depth:
81.00 ft
Depth to water JOB):
70.00 ft
Stickup height:
3.00 ft
Depth to water (24hrs):
63.31 ft
a
n o
(D
Well Diagram
Q
E
E
Description of Material & Remarks
0
o
0-
i0
U
a
Y
U
SAPROLITE; YELLOW ORANGE CLAYEY SILT, moderately dense,
dry.
5
SAPROLITE; YELLOW ORANGE SILTY SAND, moderately dense, dry.
10
SAPROLITE; BROWN SILTY SAND, moderately dense, dry.
15
SAPROLITE; BROWN SILTY SAND, moderately dense, dry.
20
SAPROLITE; BROWN SILTY SAND, micaceous, moderately dense,
a
dry.
o
>
�
o
L
U
(V
25
SAPROLITE; BROWN SILTY SAND, few PWR fragments, moderately
dense, dry.
----------------------------------------------------
WEATHERED ROCK; brown, angular fragments, very dense, dry.
30
WEATHERED ROCK, brown, angular fragments, very dense, dry.
(33-34') gray zone, possibly boulder.
35
WEATHERED ROCK; brown, angular fragments, very dense, dry.
WEATHERED ROCK; brown, angular fragments, very dense, dry.
40
------------------------------------------------
BEDROCK; brown, moderately dense, dry.
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 1 of 2
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
M W-28
LOG OF BORING: OW4-9
Surry County Landfill, Phase 4
Project No. G14120.6
Drilling contractor: Bluestone Environmental
Date started:
1/28/2015
Surface elevation:
1074.41 ft (MSL)
Drill rig & method: 6" Rotary
Date ended:
1/29/2015
Top of pipe elevation:
1077.41 ft (MSL)
Logged by: J.Pfohl
Completion depth:
81.00 ft
Depth to water JOB):
70.00 ft
Stickup height:
3.00 ft
Depth to water (24hrs):
63.31 ft
a
U)
no
E
U) cn
E
i�
Description of Material & Remarks
Well Diagram
45
50
55
60
65
70
75
80
85
BEDROCK; brown, moderately dense.
BEDROCK; brown, faster penetration, no significant fractures,
moderately dense, dry.
(54') brown to gray rock
BEDROCK; gray.
BEDROCK; gray, very dense, no fractures noticed, dry.
BEDROCK; gray, competent, very dense, dry.
BEDROCK; gray, competent, large chips, very dense, dusty, dry.
(stopped 30 minutes, pulled rods and were dry, so advanced.)
BEDROCK; gray, dusty, dry.
(75') small fracture. (stopped 15 minutes, dry.)
(78') BEDROCK; gray, large chips, micaceous, dusty, dry. (small
fracture, may be water bearing.)
Terminated at 81', rods dry after being left overnight, and water table at
73' BGS, so set sand.
o
c�
0
a
a
U
N
*
m
-
U
a
U
U)
(V
a
a
o
o
�
U
IL
a
L
U
(V
Boring terminated at 81.0 feet
Municipal Engineering Services Company, P.A.
Operation/Construction Managers Civil/Sanitary EngineersEnvironmental Studies Page 2 of 2
PO Box 97, Garner, North Carolina 27529 [phone]PO Box 349, Boone, North Carolina 28607 [phone]

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
MW-28
(WAS OW4-9)
For Internal Use ONLY:
1. Well Contractor Information:
Jon Pfohl
Well Contractor Name
3301-A
NC Well Contractor Certification Number
Bluestone Environmental, LLC
Company Name
2. Well Construction Permit #:
List all applicable well permits (i. e. County, State, Variance, Injection, etc.)
3. Well Use (check well use):
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
laMonitorine ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
4. Date Well(s) Completed: 1 /29/15
5a. Well Location:
Surry Co MSWLF, Ph 4 (future)
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 1
WellID# OW4-9
Facility/Owner Name Facility ID# (if applicable)
237 Landfill Rd Mount Airy NC 27030
Physical Address, City, and Zip
Surry
County
593800505074
Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
36.41698 N 80.57484 W
6. Is (are) the well(s): ❑Permanent or ©Temporary
7. Is this a repair to an existing well: ❑Yes or ONo
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back of this form.
1
14. WATER ZONES
FROM
TO
DESCRIPTION
75 It.
78 ft.
Very small fracture(s) in rock
ft.
H.
15. OUTER
CASING for
'
multi -cased wells OR LINER if applicable)
FROM
To
DIAMETER
THICKNESS
MATERIAL
ft.
ft,
in.
16. INNER
CASINGOR
TUBING(geothermal
closed -loop)
FROM
TO
DIAMETER
THICKNESS
MATERIAL
+3.00 ft.
65.47 ft.
2 in,
Sch 40
PVC flush thread
ft,
ft.
in.
17. SCREEN
FROM
TO
DIAMETER
SLOT
SIZE
THICKNESS
MATERIAL
65.47f1.
80.47 It.
2
in.
0.011,
Sch 40
PVC
ft.
ft.
i°
1/4" space
18. GROUT
FROM
TO
MATERIAL
EMPLACEMENT
METHOD & AMOUNT
0 ft.
3 ft.
Concrete
>95lbs
3.0 ft.
60.5 ft.
Bent. Grout
170 Ibs/80 gals water
60.5 ft.
63.0 ft.
Bent. Chips
35 Ibs. hydrated
19. SAND/GRAVEL
PACK
if applicable)
FROM
TO
MATERIAL
EMPLACEMENT METHOD
63.0 ft.
81.0 ft.
#2 Silica Sand
Gravity
ft.
ft,
20, DRILLING
LOG attach
additional sheets if uecessa
FROM
TO
DESCRIPTION color, hardness, soiVrock type, grain size, etc.
0 ft•
27 ft.
SOIL; Saprolite; Brown, dense, dry
27 ft,
42 ft.
PWR; Brown, more dense with depth, dry
42 ft.
>81 ft.
ROCK; Gneiss; gray, competent
ft.
ft.
Extremely low water yield
ft.
ft.
ft.
ft.
ft.
ft,
2'X2' concrete pad with locked steel case
21, REMARKS
Observation well for hydrogeologic study for proposed Ph 4 LF
22. Cert ifica an:
iJ 2/15/15
Signat o ertified Well Contractor Date
By signing t is form, 1 hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided io the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
8. Number of wells constructed: construction details. You may also attach additional pages if necessary.
For multiple injection or non -water supply wells ONLY with the same construction, you can
submit one form. SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: Screen 80.47 (ft.)
For multiple wells list all depths ifdifferenl (example- 3@200' and 2@100')
10. Static water level below top of casing: 66.31 (24 hrs. after set) (ft.)
If water level is above casing, use "+"
11. Borehole diameter: 6 (in.)
12. Well construction method: rotary
(i.e. auger, rotary, cable, direct push, etc.)
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells ONLY: In addition to sending the form to the address in
24a above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed.
Form GW-t North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
This page intentionally left blank.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
Appendix
Laboratory Analytical Report
April 2023 Semi -Annual Monitoring Report
Surry County Landfill
NC Solid Waste Permit No. 86-06

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
This page intentionally left blank

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
Waypointo
ANALYTICAL
5/4/2023
Smith & Gardner, Inc.
Seth C. Rickerts
14 N. Boylan Avenue
Raleigh, NC, 27603
Ref: Analytical Testing
Lab Report Number: 23-104-0100
Client Project Description: Surry County MSW
Site: 86-06
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 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
■
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 00016/23-104-0100
Page 2 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
(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: 23-104-0100
Client Project Description: Surry County MSW
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
Method
Lab ID
93731
SW-N1
Aqueous
04/10/2023
14:25
04/14/2023
93731
SW-N1
Aqueous
04/10/2023
14:25
04/14/2023
6020B
WP
MTN
93732
SW-N2
Aqueous
04/10/2023
15:40
04/14/2023
93732
SW-N2
Aqueous
04/10/2023
15:40
04/14/2023
6020B
WP
MTN
93733
SW-C
Aqueous
04/12/2023
15:15
04/14/2023
93733
SW-C
Aqueous
04/12/2023
15:15
04/14/2023
6020E
WP
MTN
93734
SW-D
Aqueous
04/10/2023
15:30
04/14/2023
93734
SW-D
Aqueous
04/10/2023
15:30
04/14/2023
6020E
WP
MTN
93735
Lagoon
Aqueous
04/12/2023
15:35
04/14/2023
93735
Lagoon
Aqueous
04/12/2023
15:35
04/14/2023
6020E
WP
MTN
93735
Lagoon
Aqueous
04/12/2023
15:35
04/14/2023
365.4
WP
MTN
93736
MW-9D
Aqueous
04/11/2023
14:45
04/14/2023
93736
MW-9D
Aqueous
04/11/2023
14:45
04/14/2023
6020E
WP
MTN
93737
MW-10
Aqueous
04/12/2023
11:30
04/14/2023
93737
MW-10
Aqueous
04/12/2023
11:30
04/14/2023
6020E
WP
MTN
93738
MW-11D
Aqueous
04/12/2023
10:45
04/14/2023
93738
MW-11D
Aqueous
04/12/2023
10:45
04/14/2023
6020E
WP
MTN
93739
MW-12
Aqueous
04/12/2023
09:45
04/14/2023
93739
MW-12
Aqueous
04/12/2023
09:45
04/14/2023
6020B
WP
MTN
93740
MW-25
Aqueous
04/11/2023
11:35
04/14/2023
93740
MW-25
Aqueous
04/11/2023
11:35
04/14/2023
6020E
WP
MTN
93741
MW-26
Aqueous
04/11/2023
11:15
04/14/2023
93741
MW-26
Aqueous
04/11/2023
11:15
04/14/2023
6020E
WP
MTN
93742
MW-27
Aqueous
04/11/2023
10:50
04/14/2023
93742
MW-27
Aqueous
04/11/2023
10:50
04/14/2023
6020E
WP
MTN
93743
MW-28
Aqueous
04/11/2023
10:05
04/14/2023
93743
MW-28
Aqueous
04/11/2023
10:05
04/14/2023
6020E
WP
MTN
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
(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: 23-104-0100
Client Project Description: Surry County MSW
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
Method
Lab ID
93744
MW-1
Aqueous
04/10/2023
09:30
04/14/2023
93744
MW-1
Aqueous
04/10/2023
09:30
04/14/2023
6020B
WP
MTN
93745
MW-2
Aqueous
04/12/2023
13:00
04/14/2023
93745
MW-2
Aqueous
04/12/2023
13:00
04/14/2023
6020B
WP
MTN
93746
MW-3R
Aqueous
04/12/2023
14:35
04/14/2023
93746
MW-3R
Aqueous
04/12/2023
14:35
04/14/2023
6020E
WP
MTN
93747
MW-4S
Aqueous
04/12/2023
13:50
04/14/2023
93747
MW-4S
Aqueous
04/12/2023
13:50
04/14/2023
6020E
WP
MTN
93748
MW-4D
Aqueous
04/12/2023
14:05
04/14/2023
93748
MW-4D
Aqueous
04/12/2023
14:05
04/14/2023
6020E
WP
MTN
93749
MW-5
Aqueous
04/11/2023
15:23
04/14/2023
93749
MW-5
Aqueous
04/11/2023
15:23
04/14/2023
6020E
WP
MTN
93750
MW-6R
Aqueous
04/12/2023
12:00
04/14/2023
93750
MW-6R
Aqueous
04/12/2023
12:00
04/14/2023
6020E
WP
MTN
93751
MW-8
Aqueous
04/11/2023
14:00
04/14/2023
93751
MW-8
Aqueous
04/11/2023
14:00
04/14/2023
6020E
WP
MTN
93752
MW-9S
Aqueous
04/11/2023
14:30
04/14/2023
93752
MW-9S
Aqueous
04/11/2023
14:30
04/14/2023
6020E
WP
MTN
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 4 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
Waypoint.(D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica Isom
Summary of Detected Analytes
Project: Surry County MSW
Report Number: 23-104-0100
Client Sample ID
Method
Lab Sample ID
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
SW-N1
V 93731
6020B
Barium
13.3
pg/L
0.453
04/21/2023 00:12
6020E
Chromium
0.387
pg/L
0.346
04/21/2023 00:12
J
6020E
Cobalt
0.168
pg/L
0.060
04/21/2023 00:12
J
6020E
Copper
0.602
pg/L
0.489
04/21/2023 00:12
J
6020B
Nickel
0.301
pg/L
0.182
04/21/2023 00:12
J
6020B
Zinc
10.1
Ng/L
4.67
04/21/202316:45
B
SW-N2
V 93732
6020B
Barium
14.5
pg/L
0.453
04/21/2023 00:16
6020E
Chromium
0.542
pg/L
0.346
04/21/2023 00:16
J
6020E
Cobalt
0.842
pg/L
0.060
04/21/2023 00:16
J
6020E
Copper
0.606
pg/L
0.489
04/21/2023 00:16
J
6020E
Nickel
0.318
pg/L
0.182
04/21/2023 00:16
J
6020E
Zinc
7.11
pg/L
4.67
04/21/202316:49
JB
8260D
Methyl Ethyl Ketone (MEK)
1.05
pg/L
0.710
04/19/2023 18:22
J
SW-C
V 93733
6020E
Barium
14.7
Ng/L
0.453
04/21/2023 00:20
6020E
Chromium
0.424
pg/L
0.346
04/21/2023 00:20
J
6020E
Cobalt
0.944
Ng/L
0.060
04/21/2023 00:20
J
6020E
Copper
0.569
Ng/L
0.489
04/21/2023 00:20
J
6020E
Nickel
0.350
pg/L
0.182
04/21/2023 00:20
J
6020B
Zinc
18.9
pg/L
4.67
04/21/202316:53
B
SW-D
V 93734
6020B
Barium
14.2
pg/L
0.453
04/21/2023 00:24
6020E
Chromium
0.446
pg/L
0.346
04/21/2023 00:24
J
6020B
Cobalt
0.730
pg/L
0.060
04/21/2023 00:24
J
6020E
Copper
0.512
pg/L
0.489
04/21/2023 00:24
J
6020B
Nickel
0.268
pg/L
0.182
04/21/2023 00:24
J
6020B
Zinc
6.65
pg/L
4.67
04/21/202316:57
JB
Lagoon
V 93735
365.4
Phosphorus
680
Ng/L
424
04/24/202314:38
J
4500H+B-2011
pH
8.1
S.U.
04/17/202316:46
H
5210E-2015
Biochemical Oxygen Demand (5-day)
28500
Ng/L
2000
04/14/2023 13:35
5220D-2011
COD (Chemical Oxygen Demand)
222000
pg/L
32000
04/19/2023 10:59
6020E
Arsenic
3.45
Ng/L
0.297
04/21/2023 00:28
Page 5 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
Waypoint.(D
449 Springbrook
Rd, Charlotte, NC
28217
Main 704.529.6364
ANALYTICAL
www.waypointanalytica Isom
Summary of Detected Analytes
Project:
Surry County MSW
Report Number:
23-104-0100
Client Sample ID
Lab Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
Lagoon
V 93735
6020B
Barium
173
pg/L
0.453
04/21/2023 00:28
6020E
Beryllium
0.291
pg/L
0.102
04/21/2023 00:28
J
6020E
Chromium
8.18
pg/L
0.346
04/21/2023 00:28
6020E
Cobalt
25.6
pg/L
0.060
04/21/2023 00:28
6020E
Copper
5.82
pg/L
0.489
04/21/2023 00:28
6020E
Lead
3.41
pg/L
0.264
04/21/2023 00:28
6020E
Nickel
21.2
pg/L
0.182
04/21/2023 00:28
6020E
Vanadium
12.3
pg/L
0.767
04/21/202317:01
6020B
Zinc
72.9
pg/L
4.67
04/21/2023 00:28
8260D
Acetone
6.74
Ng/L
1.80
04/20/2023 02:37
8260D SIM
1,4-Dioxane
8.41
pg/L
0.139
04/18/2023 11:18
9056A
Nitrate (NO3-N)
158
Ng/L
76.0
04/14/2023 14:54
J
9056A
Sulfate
24400
pg/L
650
04/14/202314:54
MW-9D
V 93736
6020E
Barium
59.5
pg/L
0.453
04/21/2023 00:33
6020E
Chromium
4.20
pg/L
0.346
04/21/2023 00:33
6020E
Cobalt
1.67
pg/L
0.060
04/21/2023 00:33
6020E
Copper
2.71
pg/L
0.489
04/21/2023 00:33
6020E
Lead
0.535
pg/L
0.264
04/21/2023 00:33
J
6020E
Nickel
4.05
pg/L
0.182
04/21/2023 00:33
6020E
Vanadium
3.08
pg/L
0.767
04/21/202317:05
J
6020E
Zinc
8.78
pg/L
4.67
04/21/202317:05
JB
8260D
Benzene
0.323
pg/L
0.180
04/20/2023 03:02
J
8260D
cis- 1,2-Dichloroethene
0.646
pg/L
0.200
04/20/2023 03:02
MW-10
V 93737
6020E
Arsenic
0.312
lag/L
0.297
04/21/2023 00:37
J
6020E
Barium
42.9
pg/L
0.453
04/21/2023 00:37
6020E
Chromium
1.98
pg/L
0.346
04/21/2023 00:37
6020E
Cobalt
0.728
pg/L
0.060
04/21/2023 00:37
J
6020E
Copper
2.54
pg/L
0.489
04/21/2023 00:37
6020E
Lead
1.04
pg/L
0.264
04/21/2023 00:37
6020E
Nickel
2.49
pg/L
0.182
04/21/2023 00:37
6020E
Vanadium
3.08
ug/L
0.767
04/21/202317:09
J
6020E
Zinc
8.26
pg/L
4.67
04/21/202317:09
JB
8260D
Benzene
0.372
ug/L
0.180
04/20/2023 03:27
J
Page 6 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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: 23-104-0100
Client Sample ID
Method
Lab Sample ID
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
MW-10
V 93737
8260D
cis-1,2-Dichloroethene
0.484
pg/L
0.200
04/20/2023 03:27
J
MW-11 D
V 93738
6020B
Barium
42.8
pg/L
0.453
04/21/2023 00:41
6020E
Beryllium
0.117
pg/L
0.102
04/21/2023 00:41
J
6020B
Cadmium
0.485
pg/L
0.350
04/21/2023 00:41
J
6020E
Chromium
1.34
pg/L
0.346
04/21/2023 00:41
6020B
Cobalt
0.791
pg/L
0.060
04/21/2023 00:41
J
6020E
Copper
1.78
pg/L
0.489
04/21/2023 00:41
6020B
Lead
0.492
pg/L
0.264
04/21/2023 00:41
J
6020E
Nickel
2.34
pg/L
0.182
04/21/2023 00:41
6020B
Silver
0.626
pg/L
0.0570
04/21/2023 00:41
J
6020B
Thallium
0.0626
pg/L
0.0610
04/21/2023 00:41
J
6020B
Vanadium
1.19
pg/L
0.767
04/21/202317:13
J
6020B
Zinc
14.8
pg/L
4.67
04/21/202317:13
B
MW-12
V 93739
6020E
Arsenic
0.312
Ng/L
0.297
04/21/2023 00:52
J
6020E
Barium
18.6
pg/L
0.453
04/21/2023 00:52
6020E
Chromium
0.458
Ng/L
0.346
04/21/2023 00:52
J
6020E
Cobalt
0.330
pg/L
0.060
04/21/2023 00:52
J
6020E
Copper
4.83
pg/L
0.489
04/21/2023 00:52
6020E
Nickel
0.853
pg/L
0.182
04/21/2023 00:52
J
6020B
Zinc
16.8
pg/L
4.67
04/21/202317:24
B
MW-25
V 93740
6020B
Barium
10.2
pg/L
0.453
04/21/2023 00:57
6020B
Chromium
1.76
pg/L
0.346
04/21/2023 00:57
6020E
Cobalt
0.675
pg/L
0.060
04/21/2023 00:57
J
6020B
Copper
1.58
pg/L
0.489
04/21/2023 00:57
6020E
Lead
0.528
pg/L
0.264
04/21/2023 00:57
J
6020B
Nickel
1.06
pg/L
0.182
04/21/2023 00:57
6020B
Vanadium
1.88
pg/L
0.767
04/21/202317:28
J
6020B
Zinc
17.9
pg/L
4.67
04/21/202317:28
B
MW-26
V 93741
6020B
Barium
16.1
pg/L
0.453
04/21/2023 01:01
6020B
Beryllium
0.132
pg/L
0.102
04/21/2023 01:01
J
Page 7 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
Waypoint.(D
449 Springbrook
Rd, Charlotte, NC
28217
Main 704.529.6364
ANALYTICAL
www.waypointanalytica Isom
Summary of Detected Analytes
Project:
Surry County MSW
Report Number:
23-104-0100
Client Sample ID
Lab Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
MW-26
V 93741
6020B
Chromium
0.480
pg/L
0.346
04/21/2023 01:01
J
6020E
Cobalt
0.201
pg/L
0.060
04/21/2023 01:01
J
6020E
Copper
1.55
pg/L
0.489
04/21/2023 01:01
6020E
Lead
0.326
pg/L
0.264
04/21/2023 01:01
J
6020B
Nickel
1.05
pg/L
0.182
04/21/2023 01:01
6020B
Zinc
16.1
Ng/L
4.67
04/21/202317:32
B
MW-27
V 93742
6020B
Arsenic
0.386
pg/L
0.297
04/21/2023 03:43
J
6020B
Barium
8.21
pg/L
OAS3
04/21/2023 03:43
6020E
Beryllium
0.130
pg/L
0.102
04/21/2023 03:43
J
6020B
Chromium
1.38
pg/L
0.346
04/21/2023 03:43
6020E
Cobalt
0.569
pg/L
0.060
04/21/2023 03:43
J
6020B
Copper
1.96
pg/L
0.489
04/21/2023 03:43
6020B
Lead
0.894
pg/L
0.264
04/21/2023 03:43
J
6020B
Nickel
0.942
pg/L
0.182
04/21/2023 03:43
J
6020E
Selenium
0.787
pg/L
0.703
04/21/2023 03:43
J
6020B
Thallium
0.0878
pg/L
0.0610
04/21/202318:19
J
6020B
Vanadium
1.35
pg/L
0.767
04/21/202318:19
J
6020B
Zinc
33.3
pg/L
4.67
04/21/2023 03:43
MW-28
V 93743
6020B
Arsenic
0.302
pg/L
0.297
04/21/2023 03:47
J
6020E
Barium
17.6
pg/L
0.453
04/21/2023 03:47
6020E
Beryllium
0.102
pg/L
0.102
04/21/2023 03:47
J
6020E
Chromium
1.63
pg/L
0.346
04/21/2023 03:47
6020B
Cobalt
1.17
pg/L
0.060
04/21/2023 03:47
6020B
Copper
2.59
pg/L
0.489
04/21/2023 03:47
6020B
Lead
0.784
pg/L
0.264
04/21/2023 03:47
J
6020B
Nickel
2.11
pg/L
0.182
04/21/2023 03:47
6020B
Vanadium
1.23
pg/L
0.767
04/21/202318:23
J
6020B
Zinc
13.9
pg/L
4.67
04/21/2023 03:47
MW-1
V 93744
6020B
Barium
12.1
pg/L
0.453
04/21/2023 03:52
6020B
Beryllium
0.152
pg/L
0.102
04/21/2023 03:52
J
6020B
Chromium
2.24
pg/L
0.346
04/21/2023 03:52
6020B
Cobalt
2.05
pg/L
0.060
04/21/2023 03:52
Page 8 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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:
23-104-0100
Client Sample ID
Lab Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
MW-1
V 93744
6020B
Copper
4.68
pg/L
0.489
04/21/2023 03:52
6020E
Lead
0.588
pg/L
0.264
04/21/2023 03:52
J
6020E
Nickel
4.33
pg/L
0.182
04/21/2023 03:52
6020E
Thallium
0.0869
pg/L
0.0610
04/21/202318:27
J
6020B
Vanadium
1.69
pg/L
0.767
04/21/202318:27
J
6020B
Zinc
22.9
pg/L
4.67
04/21/2023 03:52
MW-2
V 93745
6020E
Barium
37.0
pg/L
0.453
04/21/2023 03:56
6020E
Chromium
0.627
pg/L
0.346
04/21/2023 03:56
J
6020E
Cobalt
0.090
pg/L
0.060
04/21/2023 03:56
J
6020E
Copper
0.783
pg/L
0.489
04/21/2023 03:56
J
6020E
Nickel
0.412
pg/L
0.182
04/21/2023 03:56
J
6020E
Zinc
14.2
pg/L
4.67
04/21/2023 03:56
8260D
1,1-Dichloroethane
1.99
pg/L
0.240
04/20/2023 06:46
8260D
cis- 1,2-Dichloroethene
2.02
pg/L
0.200
04/20/2023 06:46
8260D
Tetrachloroethene
0.377
pg/L
0.220
04/20/2023 06:46
J
8260D
Trichloroethene
0.383
pg/L
0.180
04/20/2023 06:46
J
8260D SIM
1,4-Dioxane
1.38
pg/L
0.139
04/18/2023 15:48
J
MW-31R.
V 93746
6020E
Barium
52.4
pg/L
0.453
04/21/2023 04:07
6020E
Chromium
0.419
pg/L
0.346
04/21/2023 04:07
J
6020E
Cobalt
0.111
pg/L
0.060
04/21/2023 04:07
J
6020E
Copper
0.680
pg/L
0.489
04/21/2023 04:07
J
6020E
Nickel
3.31
pg/L
0.182
04/21/2023 04:07
6020E
Vanadium
1.02
pg/L
0.767
04/21/202319:18
J
6020E
Zinc
11.2
pg/L
4.67
04/21/2023 04:07
8260D
1,1-Dichloroethane
1.25
pg/L
0.240
04/20/2023 07:11
8260D
cis-1,2-Dichloroethene
1.88
pg/L
0.200
04/20/2023 07:11
8260D
Trichloroethene
0.284
pg/L
0.180
04/20/2023 07:11
J
8260D SIM
1,4-Dioxane
2.10
pg/L
0.139
04/18/2023 16:14
MW-4S
V 93747
6020E
Barium
65.1
pg/L
0.453
04/21/2023 04:11
6020B
Beryllium
0.170
pg/L
0.102
04/21/2023 04:11
J
6020B
Chromium
2.34
pg/L
0.346
04/21/2023 04:11
6020B
Cobalt
1.71
pg/L
0.060
04/21/2023 04:11
Page 9 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
Waypoint.(D
449 Springbrook
Rd, Charlotte, NC
28217
Main 704.529.6364
ANALYTICAL
www.waypointanalytica Isom
Summary of Detected Analytes
Project:
Surry County MSW
Report Number:
23-104-0100
Client Sample ID
Lab Sample ID
Method
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
MW-4S
V 93747
6020B
Copper
2.55
pg/L
0.489
04/21/2023 04:11
6020E
Lead
0.643
pg/L
0.264
04/21/2023 04:11
J
6020E
Nickel
2.02
pg/L
0.182
04/21/2023 04:11
6020E
Thallium
0.0800
pg/L
0.0610
04/21/202319:22
J
6020E
Vanadium
3.22
pg/L
0.767
04/21/202319:22
J
6020E
Zinc
13.8
pg/L
4.67
04/21/2023 04:11
8260D
cis- 1,2-Dichloroethene
0.843
pg/L
0.200
04/20/2023 07:35
MW-4D
V 93748
6020B
Barium
44.2
pg/L
0.453
04/21/2023 04:16
6020E
Copper
0.582
pg/L
0.489
04/21/2023 04:16
J
6020B
Lead
0.336
pg/L
0.264
04/21/2023 04:16
J
6020E
Nickel
0.253
pg/L
0.182
04/21/2023 04:16
J
6020B
Vanadium
1.21
pg/L
0.767
04/21/202319:26
J
6020B
Zinc
9.11
pg/L
4.67
04/21/2023 04:16
J
MW-5
V 93749
6020E
Barium
55.7
pg/L
0.453
04/21/2023 04:20
6020E
Cobalt
0.469
pg/L
0.060
04/21/2023 04:20
J
6020E
Copper
2.77
pg/L
0.489
04/21/2023 04:20
6020E
Nickel
0.738
pg/L
0.182
04/21/2023 04:20
J
6020E
Thallium
0.0824
pg/L
0.0610
04/21/202319:45
J
6020B
Zinc
17.9
pg/L
4.67
04/21/2023 04:20
8260D
cis- 1,2-Dichloroethene
0.610
pg/L
0.200
04/20/2023 08:25
MW-6R
V 93750
6020B
Barium
80.3
pg/L
0.453
04/21/2023 04:24
6020B
Beryllium
0.152
pg/L
0.102
04/21/2023 04:24
J
6020E
Chromium
0.762
pg/L
0.346
04/21/2023 04:24
J
6020B
Cobalt
1.76
pg/L
0.060
04/21/2023 04:24
6020E
Copper
0.937
pg/L
0.489
04/21/2023 04:24
J
6020B
Nickel
3.27
pg/L
0.182
04/21/2023 04:24
6020B
Thallium
0.127
pg/L
0.0610
04/21/202319:30
J
6020B
Vanadium
1.70
pg/L
0.767
04/21/202319:30
J
6020B
Zinc
18.2
pg/L
4.67
04/21/2023 04:24
8260D
Benzene
3.09
pg/L
0.180
04/20/2023 08:50
8260D
1,1-Dichloroethane
0.334
pg/L
0.240
04/20/2023 08:50
J
8260D
cis- 1,2-Dichloroethene
9.46
pg/L
0.200
04/20/2023 08:50
Page 10 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
Waypoint.(D 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytica Isom
Summary of Detected Analytes
Project: Surry County MSW
Report Number: 23-104-0100
Client Sample ID
Method
Lab Sample ID
Parameters
Result
Units
Report Limit
Analyzed
Qualifiers
MW-6R
V 93750
8260D
trans-1,2-Dichloroethene
1.91
pg/L
0.180
04/20/2023 08:50
8260D
Methylene Chloride
0.945
pg/L
0.330
04/20/2023 08:50
J
8260D
Tetrachloroethene
0.226
pg/L
0.220
04/20/2023 08:50
J
8260D
Trichloroethene
0.374
pg/L
0.180
04/20/2023 08:50
J
8260D
o-Xylene
0.285
pg/L
0.210
04/20/2023 08:50
J
8260D
m,p-Xylene
0.624
pg/L
0.420
04/20/2023 08:50
J
8260D
Xylene (Total)
0.909
pg/L
0.210
04/20/2023 08:50
J
MW-8
V 93751
6020B
Barium
89.8
pg/L
0.453
04/21/2023 04:28
6020E
Beryllium
0.182
pg/L
0.102
04/21/2023 04:28
J
6020B
Chromium
3.58
pg/L
0.346
04/21/2023 04:28
6020E
Cobalt
2.48
pg/L
0.060
04/21/2023 04:28
6020B
Copper
4.19
pg/L
0.489
04/21/2023 04:28
6020B
Lead
1.16
pg/L
0.264
04/21/2023 04:28
6020B
Nickel
3.07
pg/L
0.182
04/21/2023 04:28
6020E
Vanadium
5.18
pg/L
0.767
04/21/202319:34
6020B
Zinc
17.8
pg/L
4.67
04/21/2023 04:28
MW-9S
V 93752
6020B
Barium
78.7
pg/L
0.453
04/21/2023 04:32
6020E
Chromium
0.821
pg/L
0.346
04/21/2023 04:32
J
6020E
Cobalt
26.5
pg/L
0.060
04/21/2023 04:32
6020E
Copper
5.16
pg/L
0.489
04/21/2023 04:32
6020E
Lead
0.430
pg/L
0.264
04/21/2023 04:32
J
6020E
Nickel
4.74
pg/L
0.182
04/21/2023 04:32
6020B
Thallium
0.313
pg/L
0.0610
04/21/202318:35
J
6020B
Vanadium
0.794
pg/L
0.767
04/21/202318:35
J
6020B
Zinc
19.1
pg/L
4.67
04/21/2023 04:32
8260D
cis- 1,2-Dichloroethene
2.24
pg/L
0.200
04/20/2023 09:40
Page 11 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93731
Sample ID: SW-N1
Matrix: Aqueous
Sampled: 4/10/2023 14:25
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 09:38
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 00:12
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 00:12
CPW
6020E
Barium
13.3
u9/L
0.453
1.00
1
04/21/23 00:12
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 00:12
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 00:12
CPW
6020B
Chromium
0.3873
N9/L
0.346
1.00
1
04/21/23 00:12
CPW
6020B
Cobalt
0.1683
pg/L
0.060
1.00
1
04/21/23 00:12
CPW
6020B
Copper
0.6023
N9/L
0.489
1.00
1
04/21/23 00:12
CPW
6020B
Lead
<0.264
pg/L
0.264
1.00
1
04/21/23 00:12
CPW
6020B
Nickel
0.3013
Ng/L
0.182
1.00
1
04/21/23 00:12
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 00:12
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 00:12
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 00:12
CPW
6020B
Vanadium
<0.767
N9/L
0.767
5.00
1
04/21/2316:45
CPW
6020B
Zinc
10.1 B
ug/L
4.67
10.0
1
04/21/23 16:45
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 12 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93731
Matrix: Aqueous
Sample ID: SW-N1
Sampled:
4/10/2023
14:25
Analytical Method: 8260D
Prep Batch(es):
V32203
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
04/19/23 17:57
ENM
V32204
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/19/23 17:57
ENM
V32204
Benzene
<0.180
Ng/L
0.180
0.500
1
04/19/23 17:57
ENM
V32204
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/19/23 17:57
ENM
V32204
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/19/23 17:57
ENM
V32204
Bromoform
<1.50
ug/L
1.50
5.00
1
04/19/23 17:57
ENM
V32204
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/19/23 17:57
ENM
V32204
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/19/23 17:57
ENM
V32204
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/19/23 17:57
ENM
V32204
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/19/23 17:57
ENM
V32204
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/19/23 17:57
ENM
V32204
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/19/23 17:57
ENM
V32204
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/19/23 17:57
ENM
V32204
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/19/23 17:57
ENM
V32204
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/19/23 17:57
ENM
V32204
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/19/23 17:57
ENM
V32204
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/19/23 17:57
ENM
V32204
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/19/23 17:57
ENM
V32204
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/19/23 17:57
ENM
V32204
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/19/23 17:57
ENM
V32204
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/19/23 17:57
ENM
V32204
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/19/23 17:57
ENM
V32204
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 13 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93731
Matrix: Aqueous
Sample ID: SW-N1
Sampled:
4/10/2023
14:25
Analytical Method: 8260D
Prep Batch(es):
V32203
04/19/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/19/23 17:57
ENM
V32204
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/19/23 17:57
ENM
V32204
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/19/23 17:57
ENM
V32204
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/19/23 17:57
ENM
V32204
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/19/23 17:57
ENM
V32204
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/19/23 17:57
ENM
V32204
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/19/23 17:57
ENM
V32204
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/19/23 17:57
ENM
V32204
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/19/23 17:57
ENM
V32204
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/19/23 17:57
ENM
V32204
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/19/23 17:57
ENM
V32204
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/19/23 17:57
ENM
V32204
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/19/23 17:57
ENM
V32204
Styrene
<0.220
ug/L
0.220
0.500
1
04/19/23 17:57
ENM
V32204
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/19/23 17:57
ENM
V32204
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/19/23 17:57
ENM
V32204
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/19/23 17:57
ENM
V32204
Toluene
<0.220
ug/L
0.220
0.500
1
04/19/23 17:57
ENM
V32204
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/19/23 17:57
ENM
V32204
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/19/23 17:57
ENM
V32204
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/19/23 17:57
ENM
V32204
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/19/23 17:57
ENM
V32204
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 14 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93731
Sample ID: SW-N1
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/10/2023 14:25
Analytical Method: 8260D
Prep Batch(es):
V32203
04/19/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/19/23 17:57 ENM
V32204
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/19/23 17:57 ENM
V32204
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/19/23 17:57 ENM
V32204
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/19/23 17:57 ENM
V32204
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/19/23 17:57 ENM
V32204
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/19/23 17:57
V32204
Surrogate:4-Bromofluorobenzene
98.8
Limits:80-124%
1 04/19/23 17:57 ENM
V32204
Surrogate: Dibromofluoromethane
98.6
Limits:
75-129%
1 04/19/23 17:57 ENM
V32204
Surrogate: 1,2-Dichloroethane - d4
94.6
Limits:
63-136%
1 04/19/23 17:57 ENM
V32204
Surrogate: Toluene-d8
99.2
Limits:
77-123%
1 04/19/23 17:57 ENM
V32204
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 15 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93732
Sample ID: SW-N2
Matrix: Aqueous
Sampled: 4/10/2023 15:40
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 10:03
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 00:16
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 00:16
CPW
6020E
Barium
14.5
u9/L
0.453
1.00
1
04/21/23 00:16
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 00:16
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 00:16
CPW
6020B
Chromium
0.5423
N9/L
0.346
1.00
1
04/21/23 00:16
CPW
6020B
Cobalt
0.8423
pg/L
0.060
1.00
1
04/21/23 00:16
CPW
6020B
Copper
0.6063
N9/L
0.489
1.00
1
04/21/23 00:16
CPW
6020B
Lead
<0.264
pg/L
0.264
1.00
1
04/21/23 00:16
CPW
6020B
Nickel
0.3183
Ng/L
0.182
1.00
1
04/21/23 00:16
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 00:16
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 00:16
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 00:16
CPW
6020B
Vanadium
<0.767
N9/L
0.767
5.00
1
04/21/2316:49
CPW
6020B
Zinc
7.11 JB
ug/L
4.67
10.0
1
04/21/23 16:49
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 16 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93732
Matrix: Aqueous
Sample ID: SW-N2
Sampled:
4/10/2023
15:40
Analytical Method: 8260D
Prep Batch(es):
V32203
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
04/19/23 18:22
ENM
V32204
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/19/23 18:22
ENM
V32204
Benzene
<0.180
Ng/L
0.180
0.500
1
04/19/23 18:22
ENM
V32204
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/19/23 18:22
ENM
V32204
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/19/23 18:22
ENM
V32204
Bromoform
<1.50
ug/L
1.50
5.00
1
04/19/23 18:22
ENM
V32204
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/19/23 18:22
ENM
V32204
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/19/23 18:22
ENM
V32204
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/19/23 18:22
ENM
V32204
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/19/23 18:22
ENM
V32204
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/19/23 18:22
ENM
V32204
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/19/23 18:22
ENM
V32204
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/19/23 18:22
ENM
V32204
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/19/23 18:22
ENM
V32204
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/19/23 18:22
ENM
V32204
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/19/23 18:22
ENM
V32204
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/19/23 18:22
ENM
V32204
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/19/23 18:22
ENM
V32204
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/19/23 18:22
ENM
V32204
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/19/23 18:22
ENM
V32204
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/19/23 18:22
ENM
V32204
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/19/23 18:22
ENM
V32204
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 17 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93732
Matrix: Aqueous
Sample ID: SW-N2
Sampled:
4/10/2023
15:40
Analytical Method: 8260D
Prep Batch(es):
V32203
04/19/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/19/23 18:22
ENM
V32204
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/19/23 18:22
ENM
V32204
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/19/23 18:22
ENM
V32204
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/19/23 18:22
ENM
V32204
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/19/23 18:22
ENM
V32204
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/19/23 18:22
ENM
V32204
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/19/23 18:22
ENM
V32204
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/19/23 18:22
ENM
V32204
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/19/23 18:22
ENM
V32204
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/19/23 18:22
ENM
V32204
Methyl Ethyl Ketone (MEK)
1.053
Ng/L
0.710
5.00
1
04/19/23 18:22
ENM
V32204
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/19/23 18:22
ENM
V32204
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/19/23 18:22
ENM
V32204
Styrene
<0.220
ug/L
0.220
0.500
1
04/19/23 18:22
ENM
V32204
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/19/23 18:22
ENM
V32204
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/19/23 18:22
ENM
V32204
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/19/23 18:22
ENM
V32204
Toluene
<0.220
ug/L
0.220
0.500
1
04/19/23 18:22
ENM
V32204
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/19/23 18:22
ENM
V32204
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/19/23 18:22
ENM
V32204
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/19/23 18:22
ENM
V32204
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/19/23 18:22
ENM
V32204
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 18 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93732
Sample ID: SW-N2
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/10/2023 15:40
Analytical Method: 8260D
Prep Batch(es):
V32203
04/19/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/19/23 18:22 ENM
V32204
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/19/23 18:22 ENM
V32204
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/19/23 18:22 ENM
V32204
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/19/23 18:22 ENM
V32204
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/19/23 18:22 ENM
V32204
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/19/23 18:22
V32204
Surrogate:4-Bromofluorobenzene
97.4
Limits:80-124%
1 04/19/23 18:22 ENM
V32204
Surrogate: Dibromofluoromethane
99.2
Limits:
75-129%
1 04/19/23 18:22 ENM
V32204
Surrogate: 1,2-Dichloroethane - d4
96.2
Limits:
63-136%
1 04/19/23 18:22 ENM
V32204
Surrogate: Toluene-d8
96.0
Limits:
77-123%
1 04/19/23 18:22 ENM
V32204
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 19 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93733
Sample ID: SW-C
Matrix: Aqueous
Sampled: 4/12/2023 15:15
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/18/23 10:28
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 00:20
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 00:20
CPW
6020E
Barium
14.7
u9/L
0.453
1.00
1
04/21/23 00:20
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 00:20
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 00:20
CPW
6020B
Chromium
0.4243
N9/L
0.346
1.00
1
04/21/23 00:20
CPW
6020B
Cobalt
0.9443
pg/L
0.060
1.00
1
04/21/23 00:20
CPW
6020B
Copper
0.5693
N9/L
0.489
1.00
1
04/21/23 00:20
CPW
6020B
Lead
<0.264
pg/L
0.264
1.00
1
04/21/23 00:20
CPW
6020B
Nickel
0.3503
Ng/L
0.182
1.00
1
04/21/23 00:20
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 00:20
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 00:20
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 00:20
CPW
6020B
Vanadium
<0.767
N9/L
0.767
5.00
1
04/21/2316:53
CPW
6020B
Zinc
18.9 B
u9/L
4.67
10.0
1
04/21/23 16:53
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 20 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93733
Matrix: Aqueous
Sample ID: SW-C
Sampled:
4/12/2023
15:15
Analytical Method: 8260D
Prep Batch(es):
V32203
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
04/19/23 19:11
ENM
V32204
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/19/23 19:11
ENM
V32204
Benzene
<0.180
Ng/L
0.180
0.500
1
04/19/23 19:11
ENM
V32204
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/19/23 19:11
ENM
V32204
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/19/23 19:11
ENM
V32204
Bromoform
<1.50
ug/L
1.50
5.00
1
04/19/23 19:11
ENM
V32204
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/19/23 19:11
ENM
V32204
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/19/23 19:11
ENM
V32204
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/19/23 19:11
ENM
V32204
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/19/23 19:11
ENM
V32204
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/19/23 19:11
ENM
V32204
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/19/23 19:11
ENM
V32204
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/19/23 19:11
ENM
V32204
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/19/23 19:11
ENM
V32204
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/19/23 19:11
ENM
V32204
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/19/23 19:11
ENM
V32204
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/19/23 19:11
ENM
V32204
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/19/23 19:11
ENM
V32204
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/19/23 19:11
ENM
V32204
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/19/23 19:11
ENM
V32204
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/19/23 19:11
ENM
V32204
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/19/23 19:11
ENM
V32204
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 21 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93733
Matrix: Aqueous
Sample ID: SW-C
Sampled:
4/12/2023
15:15
Analytical Method: 8260D
Prep Batch(es):
V32203
04/19/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/19/23 19:11
ENM
V32204
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/19/23 19:11
ENM
V32204
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/19/23 19:11
ENM
V32204
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/19/23 19:11
ENM
V32204
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/19/23 19:11
ENM
V32204
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/19/23 19:11
ENM
V32204
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/19/23 19:11
ENM
V32204
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/19/23 19:11
ENM
V32204
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/19/23 19:11
ENM
V32204
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/19/23 19:11
ENM
V32204
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/19/23 19:11
ENM
V32204
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/19/23 19:11
ENM
V32204
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/19/23 19:11
ENM
V32204
Styrene
<0.220
ug/L
0.220
0.500
1
04/19/23 19:11
ENM
V32204
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/19/23 19:11
ENM
V32204
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/19/23 19:11
ENM
V32204
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/19/23 19:11
ENM
V32204
Toluene
<0.220
ug/L
0.220
0.500
1
04/19/23 19:11
ENM
V32204
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/19/23 19:11
ENM
V32204
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/19/23 19:11
ENM
V32204
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/19/23 19:11
ENM
V32204
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/19/23 19:11
ENM
V32204
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 22 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93733
Sample ID: SW-C
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 15:15
Analytical Method: 8260D
Prep Batch(es):
V32203
04/19/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
MQL
DF
Date / Time By
Analytical
Analyzed
Batch
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/19/23 19:11 ENM
V32204
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/19/23 19:11 ENM
V32204
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/19/23 19:11 ENM
V32204
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/19/23 19:11 ENM
V32204
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/19/23 19:11 ENM
V32204
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/19/23 19:11
V32204
Surrogate:4-Bromofluorobenzene
99.2
Limits:80-124%
1 04/19/23 19:11 ENM
V32204
Surrogate: Dibromofluoromethane
98.0
Limits:
75-129%
1 04/19/23 19:11 ENM
V32204
Surrogate: 1,2-Dichloroethane - d4
93.2
Limits:
63-136%
1 04/19/23 19:11 ENM
V32204
Surrogate: Toluene-d8
101
Limits:
77-123%
1 04/19/23 19:11 ENM
V32204
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 23 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93734
Sample ID: SW-D
Matrix: Aqueous
Sampled: 4/10/2023 15:30
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 10:53
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 00:24
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 00:24
CPW
6020E
Barium
14.2
u9/L
0.453
1.00
1
04/21/23 00:24
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 00:24
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 00:24
CPW
6020B
Chromium
0.4463
N9/L
0.346
1.00
1
04/21/23 00:24
CPW
6020B
Cobalt
0.7303
pg/L
0.060
1.00
1
04/21/23 00:24
CPW
6020B
Copper
0.5123
N9/L
0.489
1.00
1
04/21/23 00:24
CPW
6020B
Lead
<0.264
pg/L
0.264
1.00
1
04/21/23 00:24
CPW
6020B
Nickel
0.2683
Ng/L
0.182
1.00
1
04/21/23 00:24
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 00:24
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 00:24
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 00:24
CPW
6020B
Vanadium
<0.767
N9/L
0.767
5.00
1
04/21/2316:57
CPW
6020B
Zinc
6.65 JB
u9/L
4.67
10.0
1
04/21/23 16:57
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 24 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93734
Matrix: Aqueous
Sample ID: SW-D
Sampled:
4/10/2023
15:30
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 10:29
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 10:29
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 10:29
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 10:29
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 10:29
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 10:29
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 10:29
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 10:29
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 10:29
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 10:29
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 10:29
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 10:29
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 10:29
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 10:29
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 10:29
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 10:29
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 10:29
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 10:29
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 10:29
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 10:29
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 10:29
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 10:29
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 25 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93734
Matrix: Aqueous
Sample ID: SW-D
Sampled:
4/10/2023
15:30
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 10:29
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 10:29
ENM
V32207
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/20/23 10:29
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 10:29
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 10:29
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 10:29
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 10:29
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 10:29
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 10:29
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 10:29
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 10:29
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 10:29
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 10:29
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 10:29
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 10:29
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 10:29
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 10:29
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 10:29
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 10:29
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 10:29
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 10:29
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 10:29
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 26 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93734
Sample ID: SW-D
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/10/2023 15:30
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 10:29 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 10:29 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 10:29 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 10:29 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 10:29 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 10:29
V32207
Surrogate:4-Bromofluorobenzene
97.6
Limits:80-124%
1 04/20/23 10:29 ENM
V32207
Surrogate: Dibromofluoromethane
97.0
Limits:
75-129%
1 04/20/23 10:29 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
94.2
Limits:
63-136%
1 04/20/23 10:29 ENM
V32207
Surrogate: Toluene-d8
100
Limits:
77-123%
1 04/20/23 10:29 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 27 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93735
Matrix: Aqueous
Sample ID : Lagoon
Sampled:
4/12/2023
15:35
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Sulfate
24400
Ng/L
650
2000
1
04/14/2314:54
CM]
9056A
1,4-Dioxane
8.41
ug/L
0.139
2.00
1
04/18/23 11:18
TBL
8260D SIM
Biochemical Oxygen Demand (5-day) 28500
Ng/L
2000
2000
1
04/14/23 13:35
SLO
521OB-2015
COD (Chemical Oxygen Demand) 222000
ug/L
32000
120000
1
04/19/23 10:59
SMW
5220D-2011
Nitrate (NO3-N)
1583
Ng/L
76.0
200
1
04/14/23 14:54
CM]
9056A
pH
8.1 H
S.U.
1
04/17/23 16:46
EKF
4500H+B-2011
Phosphorus
6803
Ng/L
424
1000
1
04/24/23 14:38
ANH
365.4
Antimony
<0.618
ug/L
0.618
1.00
1
04/21/23 00:28
CPW
6020B
Arsenic
3.45
Ng/L
0.297
1.00
1
04/21/23 00:28
CPW
6020B
Barium
173
ug/L
0.453
1.00
1
04/21/23 00:28
CPW
6020B
Beryllium
0.2913
Ng/L
0.102
1.00
1
04/21/23 00:28
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
04/21/23 00:28
CPW
6020B
Chromium
8.18
Ng/L
0.346
1.00
1
04/21/23 00:28
CPW
6020B
Cobalt
25.6
ug/L
0.060
1.00
1
04/21/23 00:28
CPW
6020B
Copper
5.82
Ng/L
0.489
1.00
1
04/21/23 00:28
CPW
6020B
Lead
3.41
ug/L
0.264
1.00
1
04/21/23 00:28
CPW
6020B
Nickel
21.2
Ng/L
0.182
1.00
1
04/21/23 00:28
CPW
6020B
Selenium
<0.703
ug/L
0.703
1.00
1
04/21/23 00:28
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 00:28
CPW
6020B
Thallium
<0.0610
ug/L
0.0610
1.00
1
04/21/23 00:28
CPW
6020B
Vanadium
12.3
Ng/L
0.767
5.00
1
04/21/2317:01
CPW
6020B
Zinc
72.9
ug/L
4.67
10.0
1
04/21/23 00:28
CPW
6020B
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 28 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93735
Matrix: Aqueous
Sample ID : Lagoon
Sampled:
4/12/2023
15:35
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
6.74
Ng/L
1.80
5.00
1
04/20/23 02:37
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 02:37
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 02:37
ENM
V32207
Bromochloromethane
<0.420
pg/L
0.420
1.00
1
04/20/23 02:37
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 02:37
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 02:37
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 02:37
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 02:37
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 02:37
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 02:37
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 02:37
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 02:37
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 02:37
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 02:37
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 02:37
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 02:37
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 02:37
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 02:37
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 02:37
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 02:37
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 02:37
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 02:37
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 29 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93735
Matrix: Aqueous
Sample ID : Lagoon
Sampled:
4/12/2023
15:35
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 02:37
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 02:37
ENM
V32207
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/20/23 02:37
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 02:37
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 02:37
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 02:37
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 02:37
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 02:37
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 02:37
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 02:37
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 02:37
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 02:37
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 02:37
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 02:37
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 02:37
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 02:37
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 02:37
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 02:37
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 02:37
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 02:37
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 02:37
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 02:37
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 30 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93735
Sample ID : Lagoon
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 15:35
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 02:37 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 02:37 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 02:37 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 02:37 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 02:37 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 02:37
V32207
Surrogate: 4-Bromofluorobenzene
96.8
Limits:
80-124%
1 04/20/23 02:37 ENM
V32207
Surrogate: Dibromofluoromethane
96.8
Limits:
75-129%
1 04/20/23 02:37 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
92.2
Limits:
63-136%
1 04/20/23 02:37 ENM
V32207
Surrogate: Toluene-d8
100
Limits:
77-123%
1 04/20/23 02:37 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 31 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93736
Sample ID: MW-9D
Matrix: Aqueous
Sampled: 4/11/2023 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 11:43
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 00:33
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 00:33
CPW
6020E
Barium
59.5
u9/L
0.453
1.00
1
04/21/23 00:33
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 00:33
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 00:33
CPW
6020B
Chromium
4.20
N9/L
0.346
1.00
1
04/21/23 00:33
CPW
6020B
Cobalt
1.67
u9/L
0.060
1.00
1
04/21/23 00:33
CPW
6020B
Copper
2.71
N9/L
0.489
1.00
1
04/21/23 00:33
CPW
6020B
Lead
0.5353
u9/L
0.264
1.00
1
04/21/23 00:33
CPW
6020B
Nickel
4.05
N9/L
0.182
1.00
1
04/21/23 00:33
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 00:33
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 00:33
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 00:33
CPW
6020B
Vanadium
3.083
N9/L
0.767
5.00
1
04/21/23 17:05
CPW
6020B
Zinc
8.78 JB
ug/L
4.67
10.0
1
04/21/23 17:05
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 32 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93736
Matrix: Aqueous
Sample ID: MW-9D
Sampled:
4/11/2023
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 03:02
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 03:02
ENM
V32207
Benzene
0.3233
Ng/L
0.180
0.500
1
04/20/23 03:02
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 03:02
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 03:02
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 03:02
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 03:02
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 03:02
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 03:02
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 03:02
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 03:02
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 03:02
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 03:02
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 03:02
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 03:02
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 03:02
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 03:02
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 03:02
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 03:02
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 03:02
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 03:02
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 03:02
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 33 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93736
Matrix: Aqueous
Sample ID: MW-9D
Sampled:
4/11/2023
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 03:02
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 03:02
ENM
V32207
cis- 1,2-Dich loroethene
0.646
Ng/L
0.200
0.500
1
04/20/23 03:02
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 03:02
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 03:02
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 03:02
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 03:02
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 03:02
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 03:02
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 03:02
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 03:02
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 03:02
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 03:02
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 03:02
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 03:02
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 03:02
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 03:02
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 03:02
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 03:02
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 03:02
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 03:02
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 03:02
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 34 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93736
Sample ID: MW-9D
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 03:02 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 03:02 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 03:02 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 03:02 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 03:02 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 03:02
V32207
Surrogate: 4-Bromofluorobenzene
99.2
Limits:
80-124%
1 04/20/23 03:02 ENM
V32207
Surrogate: Dibromofluoromethane
97.0
Limits:
75-129%
1 04/20/23 03:02 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
94.4
Limits:
63-136%
1 04/20/23 03:02 ENM
V32207
Surrogate: Toluene-d8
98.6
Limits:
77-123%
1 04/20/23 03:02 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 35 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93737
Sample ID: MW-10
Matrix: Aqueous
Sampled: 4/12/2023 11:30
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 12:09
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 00:37
CPW
6020B
Arsenic
0.3123
Ng/L
0.297
1.00
1
04/21/23 00:37
CPW
6020E
Barium
42.9
u9/L
0.453
1.00
1
04/21/23 00:37
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 00:37
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 00:37
CPW
6020B
Chromium
1.98
N9/L
0.346
1.00
1
04/21/23 00:37
CPW
6020B
Cobalt
0.728 J
u9/L
0.060
1.00
1
04/21/23 00:37
CPW
6020B
Copper
2.54
N9/L
0.489
1.00
1
04/21/23 00:37
CPW
6020B
Lead
1.04
u9/L
0.264
1.00
1
04/21/23 00:37
CPW
6020B
Nickel
2.49
N9/L
0.182
1.00
1
04/21/23 00:37
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 00:37
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 00:37
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 00:37
CPW
6020B
Vanadium
3.083
N9/L
0.767
5.00
1
04/21/23 17:09
CPW
6020B
Zinc
8.26 JB
u9/L
4.67
10.0
1
04/21/23 17:09
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 36 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93737
Matrix: Aqueous
Sample ID: MW-10
Sampled:
4/12/2023
11:30
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 03:27
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 03:27
ENM
V32207
Benzene
0.3723
Ng/L
0.180
0.500
1
04/20/23 03:27
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 03:27
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 03:27
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 03:27
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 03:27
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 03:27
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 03:27
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 03:27
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 03:27
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 03:27
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 03:27
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 03:27
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 03:27
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 03:27
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 03:27
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 03:27
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 03:27
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 03:27
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 03:27
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 03:27
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 37 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93737
Matrix: Aqueous
Sample ID: MW-10
Sampled:
4/12/2023
11:30
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 03:27
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 03:27
ENM
V32207
cis- 1,2-Dich loroethene
0.4843
Ng/L
0.200
0.500
1
04/20/23 03:27
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 03:27
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 03:27
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 03:27
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 03:27
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 03:27
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 03:27
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 03:27
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 03:27
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 03:27
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 03:27
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 03:27
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 03:27
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 03:27
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 03:27
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 03:27
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 03:27
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 03:27
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 03:27
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 03:27
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 38 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93737
Sample ID: MW-10
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 11:30
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 03:27 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 03:27 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 03:27 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 03:27 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 03:27 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 03:27
V32207
Surrogate: 4-Bromofluorobenzene
96.6
Limits:
80-124%
1 04/20/23 03:27 ENM
V32207
Surrogate: Dibromofluoromethane
98.6
Limits:
75-129%
1 04/20/23 03:27 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
96.0
Limits:
63-136%
1 04/20/23 03:27 ENM
V32207
Surrogate: Toluene-d8
97.0
Limits:
77-123%
1 04/20/23 03:27 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 39 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93738
Sample ID: MW-11D
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
04/18/23 12:34
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 00:41
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 00:41
CPW
6020E
Barium
42.8
u9/L
0.453
1.00
1
04/21/23 00:41
CPW
6020B
Beryllium
0.1173
Ng/L
0.102
1.00
1
04/21/23 00:41
CPW
6020B
Cadmium
0.485 J
u9/L
0.350
1.00
1
04/21/23 00:41
CPW
6020B
Chromium
1.34
N9/L
0.346
1.00
1
04/21/23 00:41
CPW
6020B
Cobalt
0.791 J
u9/L
0.060
1.00
1
04/21/23 00:41
CPW
6020B
Copper
1.78
N9/L
0.489
1.00
1
04/21/23 00:41
CPW
6020B
Lead
0.492 J
u9/L
0.264
1.00
1
04/21/23 00:41
CPW
6020B
Nickel
2.34
N9/L
0.182
1.00
1
04/21/23 00:41
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 00:41
CPW
6020B
Silver
0.6263
N9/L
0.0570
1.00
1
04/21/23 00:41
CPW
6020B
Thallium
0.06263
u9/L
0.0610
1.00
1
04/21/23 00:41
CPW
6020B
Vanadium
1.193
N9/L
0.767
5.00
1
04/21/23 17:13
CPW
6020B
Zinc
14.8 B
ug/L
4.67
10.0
1
04/21/23 17:13
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 40 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93738
Matrix: Aqueous
Sample ID: MW-11D
Sampled:
4/12/2023
10:45
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 03:52
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 03:52
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 03:52
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 03:52
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 03:52
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 03:52
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 03:52
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 03:52
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 03:52
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 03:52
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 03:52
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 03:52
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 03:52
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 03:52
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 03:52
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 03:52
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 03:52
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 03:52
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 03:52
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 03:52
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 03:52
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 03:52
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 41 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93738
Matrix: Aqueous
Sample ID: MW-11D
Sampled:
4/12/2023
10:45
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 03:52
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 03:52
ENM
V32207
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/20/23 03:52
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 03:52
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 03:52
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 03:52
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 03:52
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 03:52
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 03:52
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 03:52
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 03:52
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 03:52
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 03:52
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 03:52
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 03:52
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 03:52
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 03:52
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 03:52
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 03:52
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 03:52
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 03:52
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 03:52
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 42 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93738
Sample ID: MW-11D
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 10:45
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 03:52 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 03:52 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 03:52 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 03:52 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 03:52 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 03:52
V32207
Surrogate: 4-Bromofluorobenzene
96.2
Limits:
80-124%
1 04/20/23 03:52 ENM
V32207
Surrogate: Dibromofluoromethane
99.4
Limits:
75-129%
1 04/20/23 03:52 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
97.8
Limits:
63-136%
1 04/20/23 03:52 ENM
V32207
Surrogate: Toluene-d8
94.6
Limits:
77-123%
1 04/20/23 03:52 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 43 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93739
Sample ID: MW-12
Matrix: Aqueous
Sampled: 4/12/2023 9:45
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 12:59
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 00:52
CPW
6020B
Arsenic
0.3123
Ng/L
0.297
1.00
1
04/21/23 00:52
CPW
6020E
Barium
18.6
u9/L
0.453
1.00
1
04/21/23 00:52
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 00:52
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 00:52
CPW
6020B
Chromium
0.4583
N9/L
0.346
1.00
1
04/21/23 00:52
CPW
6020B
Cobalt
0.330 J
u9/L
0.060
1.00
1
04/21/23 00:52
CPW
6020B
Copper
4.83
N9/L
0.489
1.00
1
04/21/23 00:52
CPW
6020B
Lead
<0.264
u9/L
0.264
1.00
1
04/21/23 00:52
CPW
6020B
Nickel
0.8533
Ng/L
0.182
1.00
1
04/21/23 00:52
CPW
6020B
Selenium
<0.703
pg/L
0.703
1.00
1
04/21/23 00:52
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 00:52
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 00:52
CPW
6020B
Vanadium
<0.767
N9/L
0.767
5.00
1
04/21/2317:24
CPW
6020B
Zinc
16.8 B
ug/L
4.67
10.0
1
04/21/23 17:24
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 44 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93739
Matrix: Aqueous
Sample ID: MW-12
Sampled:
4/12/2023
9:45
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 04:17
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 04:17
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 04:17
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 04:17
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 04:17
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 04:17
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 04:17
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 04:17
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 04:17
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 04:17
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 04:17
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 04:17
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 04:17
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 04:17
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 04:17
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 04:17
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 04:17
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 04:17
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 04:17
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 04:17
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 04:17
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 04:17
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 45 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93739
Matrix: Aqueous
Sample ID: MW-12
Sampled:
4/12/2023
9:45
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 04:17
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 04:17
ENM
V32207
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/20/23 04:17
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 04:17
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 04:17
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 04:17
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 04:17
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 04:17
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 04:17
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 04:17
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 04:17
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 04:17
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 04:17
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 04:17
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 04:17
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 04:17
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 04:17
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 04:17
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 04:17
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 04:17
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 04:17
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 04:17
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 46 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93739
Sample ID: MW-12
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 9:45
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 04:17 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 04:17 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 04:17 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 04:17 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 04:17 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 04:17
V32207
Surrogate: 4-Bromofluorobenzene
97.2
Limits:
80-124%
1 04/20/23 04:17 ENM
V32207
Surrogate: Dibromofluoromethane
97.8
Limits:
75-129%
1 04/20/23 04:17 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
93.2
Limits:
63-136%
1 04/20/23 04:17 ENM
V32207
Surrogate: Toluene-d8
99.2
Limits:
77-123%
1 04/20/23 04:17 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 47 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93740
Sample ID: MW-25
Matrix: Aqueous
Sampled: 4/11/2023 11:35
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 13:26
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 00:57
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 00:57
CPW
6020E
Barium
10.2
u9/L
0.453
1.00
1
04/21/23 00:57
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 00:57
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 00:57
CPW
6020B
Chromium
1.76
N9/L
0.346
1.00
1
04/21/23 00:57
CPW
6020B
Cobalt
0.675 J
u9/L
0.060
1.00
1
04/21/23 00:57
CPW
6020B
Copper
1.58
N9/L
0.489
1.00
1
04/21/23 00:57
CPW
6020B
Lead
0.528 J
u9/L
0.264
1.00
1
04/21/23 00:57
CPW
6020B
Nickel
1.06
N9/L
0.182
1.00
1
04/21/23 00:57
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 00:57
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 00:57
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 00:57
CPW
6020B
Vanadium
1.88 J
N9/L
0.767
5.00
1
04/21/23 17:28
CPW
6020B
Zinc
17.9 B
ug/L
4.67
10.0
1
04/21/23 17:28
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 48 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93740
Matrix: Aqueous
Sample ID: MW-25
Sampled:
4/11/2023
11:35
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 04:41
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 04:41
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 04:41
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 04:41
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 04:41
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 04:41
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 04:41
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 04:41
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 04:41
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 04:41
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 04:41
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 04:41
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 04:41
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 04:41
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 04:41
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 04:41
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 04:41
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 04:41
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 04:41
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 04:41
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 04:41
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 04:41
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 49 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93740
Matrix: Aqueous
Sample ID: MW-25
Sampled:
4/11/2023
11:35
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 04:41
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 04:41
ENM
V32207
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/20/23 04:41
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 04:41
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 04:41
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 04:41
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 04:41
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 04:41
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 04:41
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 04:41
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 04:41
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 04:41
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 04:41
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 04:41
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 04:41
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 04:41
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 04:41
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 04:41
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 04:41
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 04:41
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 04:41
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 04:41
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 50 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93740
Sample ID: MW-25
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 11:35
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 04:41 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 04:41 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 04:41 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 04:41 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 04:41 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 04:41
V32207
Surrogate: 4-Bromofluorobenzene
98.2
Limits:
80-124%
1 04/20/23 04:41 ENM
V32207
Surrogate: Dibromofluoromethane
98.2
Limits:
75-129%
1 04/20/23 04:41 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
93.8
Limits:
63-136%
1 04/20/23 04:41 ENM
V32207
Surrogate: Toluene-d8
100
Limits:
77-123%
1 04/20/23 04:41 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 51 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93741
Sample ID: MW-26
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
04/18/23 13:51
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 01:01
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 01:01
CPW
6020E
Barium
16.1
u9/L
0.453
1.00
1
04/21/23 01:01
CPW
6020B
Beryllium
0.1323
Ng/L
0.102
1.00
1
04/21/23 01:01
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 01:01
CPW
6020B
Chromium
0.4803
N9/L
0.346
1.00
1
04/21/23 01:01
CPW
6020B
Cobalt
0.2013
u9/L
0.060
1.00
1
04/21/23 01:01
CPW
6020B
Copper
1.55
N9/L
0.489
1.00
1
04/21/23 01:01
CPW
6020B
Lead
0.3263
u9/L
0.264
1.00
1
04/21/23 01:01
CPW
6020B
Nickel
1.05
N9/L
0.182
1.00
1
04/21/23 01:01
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 01:01
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 01:01
CPW
6020B
Thallium
<0.0610
u9/L
0.0610
1.00
1
04/21/23 01:01
CPW
6020B
Vanadium
<0.767
N9/L
0.767
5.00
1
04/21/2317:32
CPW
6020B
Zinc
16.1 B
ug/L
4.67
10.0
1
04/21/23 17:32
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 52 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93741
Matrix: Aqueous
Sample ID: MW-26
Sampled:
4/11/2023
11:15
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 05:06
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 05:06
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 05:06
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 05:06
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 05:06
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 05:06
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 05:06
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 05:06
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 05:06
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 05:06
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 05:06
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 05:06
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 05:06
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 05:06
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 05:06
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 05:06
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 05:06
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 05:06
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 05:06
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 05:06
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 05:06
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 05:06
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 53 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93741
Matrix: Aqueous
Sample ID: MW-26
Sampled:
4/11/2023
11:15
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 05:06
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 05:06
ENM
V32207
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/20/23 05:06
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 05:06
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 05:06
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 05:06
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 05:06
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 05:06
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 05:06
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 05:06
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 05:06
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 05:06
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 05:06
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 05:06
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 05:06
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 05:06
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 05:06
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 05:06
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 05:06
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 05:06
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 05:06
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 05:06
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 54 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93741
Sample ID: MW-26
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 11:15
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 05:06 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 05:06 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 05:06 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 05:06 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 05:06 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 05:06
V32207
Surrogate: 4-Bromofluorobenzene
96.0
Limits:
80-124%
1 04/20/23 05:06 ENM
V32207
Surrogate: Dibromofluoromethane
96.6
Limits:
75-129%
1 04/20/23 05:06 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
92.6
Limits:
63-136%
1 04/20/23 05:06 ENM
V32207
Surrogate: Toluene-d8
99.8
Limits:
77-123%
1 04/20/23 05:06 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 55 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93742
Sample ID: MW-27
Matrix: Aqueous
Sampled: 4/11/2023 10:50
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 14:16
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 03:43
CPW
6020B
Arsenic
0.3863
Ng/L
0.297
1.00
1
04/21/23 03:43
CPW
6020E
Barium
8.21
u9/L
0.453
1.00
1
04/21/23 03:43
CPW
6020B
Beryllium
0.1303
Ng/L
0.102
1.00
1
04/21/23 03:43
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 03:43
CPW
6020B
Chromium
1.38
N9/L
0.346
1.00
1
04/21/23 03:43
CPW
6020B
Cobalt
0.569 J
u9/L
0.060
1.00
1
04/21/23 03:43
CPW
6020B
Copper
1.96
N9/L
0.489
1.00
1
04/21/23 03:43
CPW
6020B
Lead
0.8943
u9/L
0.264
1.00
1
04/21/23 03:43
CPW
6020B
Nickel
0.9423
N9/L
0.182
1.00
1
04/21/23 03:43
CPW
6020B
Selenium
0.787 J
u9/L
0.703
1.00
1
04/21/23 03:43
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 03:43
CPW
6020B
Thallium
0.0878 J
u9/L
0.0610
1.00
1
04/21/23 18:19
CPW
6020B
Vanadium
1.353
N9/L
0.767
5.00
1
04/21/23 18:19
CPW
6020B
Zinc
33.3
u9/L
4.67
10.0
1
04/21/23 03:43
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 56 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93742
Matrix: Aqueous
Sample ID: MW-27
Sampled:
4/11/2023
10:50
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 05:31
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 05:31
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 05:31
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 05:31
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 05:31
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 05:31
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 05:31
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 05:31
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 05:31
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 05:31
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 05:31
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 05:31
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 05:31
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 05:31
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 05:31
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 05:31
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 05:31
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 05:31
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 05:31
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 05:31
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 05:31
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 05:31
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 57 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93742
Matrix: Aqueous
Sample ID: MW-27
Sampled:
4/11/2023
10:50
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 05:31
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 05:31
ENM
V32207
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/20/23 05:31
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 05:31
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 05:31
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 05:31
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 05:31
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 05:31
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 05:31
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 05:31
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 05:31
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 05:31
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 05:31
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 05:31
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 05:31
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 05:31
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 05:31
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 05:31
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 05:31
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 05:31
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 05:31
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 05:31
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 58 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93742
Sample ID: MW-27
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 10:50
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 05:31 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 05:31 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 05:31 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 05:31 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 05:31 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 05:31
V32207
Surrogate: 4-Bromofluorobenzene
98.6
Limits:
80-124%
1 04/20/23 05:31 ENM
V32207
Surrogate: Dibromofluoromethane
97.8
Limits:
75-129%
1 04/20/23 05:31 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
94.6
Limits:
63-136%
1 04/20/23 05:31 ENM
V32207
Surrogate: Toluene-d8
96.4
Limits:
77-123%
1 04/20/23 05:31 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 59 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93743
Sample ID: MW-28
Matrix: Aqueous
Sampled: 4/11/2023 10:05
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 14:41
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 03:47
CPW
6020B
Arsenic
0.3023
Ng/L
0.297
1.00
1
04/21/23 03:47
CPW
6020E
Barium
17.6
u9/L
0.453
1.00
1
04/21/23 03:47
CPW
6020B
Beryllium
0.1023
Ng/L
0.102
1.00
1
04/21/23 03:47
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 03:47
CPW
6020B
Chromium
1.63
N9/L
0.346
1.00
1
04/21/23 03:47
CPW
6020B
Cobalt
1.17
u9/L
0.060
1.00
1
04/21/23 03:47
CPW
6020B
Copper
2.59
N9/L
0.489
1.00
1
04/21/23 03:47
CPW
6020B
Lead
0.7843
u9/L
0.264
1.00
1
04/21/23 03:47
CPW
6020B
Nickel
2.11
N9/L
0.182
1.00
1
04/21/23 03:47
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 03:47
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 03:47
CPW
6020B
Thallium
<1.00
u9/L
0.0610
1.00
1
04/21/23 03:47
CPW
6020B
Vanadium
1.233
N9/L
0.767
5.00
1
04/21/23 18:23
CPW
6020B
Zinc
13.9
u9/L
4.67
10.0
1
04/21/23 03:47
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 60 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93743
Matrix: Aqueous
Sample ID: MW-28
Sampled:
4/11/2023
10:05
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 05:56
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 05:56
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 05:56
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 05:56
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 05:56
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 05:56
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 05:56
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 05:56
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 05:56
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 05:56
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 05:56
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 05:56
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 05:56
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 05:56
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 05:56
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 05:56
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 05:56
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 05:56
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 05:56
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 05:56
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 05:56
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 05:56
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 61 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93743
Matrix: Aqueous
Sample ID: MW-28
Sampled:
4/11/2023
10:05
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 05:56
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 05:56
ENM
V32207
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/20/23 05:56
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 05:56
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 05:56
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 05:56
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 05:56
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 05:56
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 05:56
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 05:56
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 05:56
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 05:56
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 05:56
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 05:56
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 05:56
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 05:56
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 05:56
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 05:56
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 05:56
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 05:56
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 05:56
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 05:56
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 62 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93743
Sample ID: MW-28
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 10:05
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 05:56 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 05:56 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 05:56 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 05:56 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 05:56 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 05:56
V32207
Surrogate: 4-Bromofluorobenzene
98.6
Limits:
80-124%
1 04/20/23 05:56 ENM
V32207
Surrogate: Dibromofluoromethane
98.8
Limits:
75-129%
1 04/20/23 05:56 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
97.6
Limits:
63-136%
1 04/20/23 05:56 ENM
V32207
Surrogate: Toluene-d8
98.4
Limits:
77-123%
1 04/20/23 05:56 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 63 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93744
Sample ID: MW-1
Matrix: Aqueous
Sampled: 4/10/2023 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 15:11
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 03:52
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 03:52
CPW
6020E
Barium
12.1
u9/L
0.453
1.00
1
04/21/23 03:52
CPW
6020B
Beryllium
0.1523
Ng/L
0.102
1.00
1
04/21/23 03:52
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 03:52
CPW
6020B
Chromium
2.24
N9/L
0.346
1.00
1
04/21/23 03:52
CPW
6020B
Cobalt
2.05
u9/L
0.060
1.00
1
04/21/23 03:52
CPW
6020B
Copper
4.68
N9/L
0.489
1.00
1
04/21/23 03:52
CPW
6020B
Lead
0.5883
u9/L
0.264
1.00
1
04/21/23 03:52
CPW
6020B
Nickel
4.33
N9/L
0.182
1.00
1
04/21/23 03:52
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 03:52
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 03:52
CPW
6020B
Thallium
0.0869 J
u9/L
0.0610
1.00
1
04/21/23 18:27
CPW
6020B
Vanadium
1.693
N9/L
0.767
5.00
1
04/21/23 18:27
CPW
6020B
Zinc
22.9
u9/L
4.67
10.0
1
04/21/23 03:52
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 64 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93744
Matrix: Aqueous
Sample ID: MW-1
Sampled:
4/10/2023
9:30
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 06:21
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 06:21
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 06:21
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 06:21
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 06:21
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 06:21
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 06:21
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 06:21
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 06:21
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 06:21
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 06:21
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 06:21
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 06:21
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 06:21
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 06:21
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 06:21
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 06:21
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 06:21
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 06:21
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 06:21
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 06:21
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 06:21
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 65 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93744
Matrix: Aqueous
Sample ID: MW-1
Sampled:
4/10/2023
9:30
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 06:21
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 06:21
ENM
V32207
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/20/23 06:21
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 06:21
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 06:21
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 06:21
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 06:21
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 06:21
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 06:21
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 06:21
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 06:21
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 06:21
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 06:21
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 06:21
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 06:21
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 06:21
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 06:21
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 06:21
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 06:21
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 06:21
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 06:21
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 06:21
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 66 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93744
Sample ID: MW-1
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/10/2023 9:30
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 06:21 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 06:21 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 06:21 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 06:21 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 06:21 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 06:21
V32207
Surrogate: 4-Bromofluorobenzene
96.6
Limits:
80-124%
1 04/20/23 06:21 ENM
V32207
Surrogate: Dibromofluoromethane
98.2
Limits:
75-129%
1 04/20/23 06:21 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
93.4
Limits:
63-136%
1 04/20/23 06:21 ENM
V32207
Surrogate: Toluene-d8
96.8
Limits:
77-123%
1 04/20/23 06:21 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 67 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93745
Sample ID: MW-2
Matrix: Aqueous
Sampled: 4/12/2023 13:00
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
1.383
Ng/L
0.139
2.00
1
04/18/23 15:48
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
04/21/23 03:56
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 03:56
CPW
6020B
Barium
37.0
ug/L
0.453
1.00
1
04/21/23 03:56
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 03:56
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
04/21/23 03:56
CPW
6020B
Chromium
0.6273
Ng/L
0.346
1.00
1
04/21/23 03:56
CPW
6020B
Cobalt
0.0903
ug/L
0.060
1.00
1
04/21/23 03:56
CPW
6020B
Copper
0.7833
Ng/L
0.489
1.00
1
04/21/23 03:56
CPW
6020E
Lead
<0.264
ug/L
0.264
1.00
1
04/21/23 03:56
CPW
6020B
Nickel
0.4123
Ng/L
0.182
1.00
1
04/21/23 03:56
CPW
6020E
Selenium
<0.703
ug/L
0.703
1.00
1
04/21/23 03:56
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 03:56
CPW
6020E
Thallium
<1.00
ug/L
0.0610
1.00
1
04/21/23 03:56
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
04/21/2318:31
CPW
6020B
Zinc
14.2
ug/L
4.67
10.0
1
04/21/23 03:56
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 68 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93745
Matrix: Aqueous
Sample ID: MW-2
Sampled:
4/12/2023
13:00
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 06:46
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 06:46
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 06:46
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 06:46
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 06:46
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 06:46
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 06:46
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 06:46
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 06:46
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 06:46
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 06:46
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 06:46
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 06:46
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 06:46
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 06:46
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 06:46
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 06:46
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 06:46
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 06:46
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 06:46
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 06:46
ENM
V32207
1,1-Dichloroethane
1.99
ug/L
0.240
0.500
1
04/20/23 06:46
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 69 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93745
Matrix: Aqueous
Sample ID: MW-2
Sampled:
4/12/2023
13:00
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 06:46
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 06:46
ENM
V32207
cis- 1,2-Dich loroethene
2.02
Ng/L
0.200
0.500
1
04/20/23 06:46
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 06:46
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 06:46
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 06:46
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 06:46
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 06:46
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 06:46
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 06:46
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 06:46
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 06:46
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 06:46
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 06:46
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 06:46
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 06:46
ENM
V32207
Tetrachloroethene
0.3773
Ng/L
0.220
0.500
1
04/20/23 06:46
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 06:46
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 06:46
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 06:46
ENM
V32207
Trichloroethene
0.3833
Ng/L
0.180
0.500
1
04/20/23 06:46
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 06:46
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 70 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93745
Sample ID: MW-2
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 13:00
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 06:46 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 06:46 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 06:46 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 06:46 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 06:46 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 06:46
V32207
Surrogate: 4-Bromofluorobenzene
96.8
Limits:
80-124%
1 04/20/23 06:46 ENM
V32207
Surrogate: Dibromofluoromethane
98.4
Limits:
75-129%
1 04/20/23 06:46 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
94.2
Limits:
63-136%
1 04/20/23 06:46 ENM
V32207
Surrogate: Toluene-d8
99.4
Limits:
77-123%
1 04/20/23 06:46 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 71 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93746
Sample ID: MW-3R
Matrix: Aqueous
Sampled: 4/12/2023 14:35
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
2.10
Ng/L
0.139
2.00
1
04/18/23 16:14
TBL
8260D SIM
Antimony
<0.618
ug/L
0.618
1.00
1
04/21/23 04:07
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 04:07
CPW
6020B
Barium
52.4
ug/L
0.453
1.00
1
04/21/23 04:07
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 04:07
CPW
6020B
Cadmium
<0.350
ug/L
0.350
1.00
1
04/21/23 04:07
CPW
6020B
Chromium
0.4193
Ng/L
0.346
1.00
1
04/21/23 04:07
CPW
6020B
Cobalt
0.1113
ug/L
0.060
1.00
1
04/21/23 04:07
CPW
6020B
Copper
0.6803
Ng/L
0.489
1.00
1
04/21/23 04:07
CPW
6020E
Lead
<0.264
ug/L
0.264
1.00
1
04/21/23 04:07
CPW
6020B
Nickel
3.31
Ng/L
0.182
1.00
1
04/21/23 04:07
CPW
6020B
Selenium
<0.703
pg/L
0.703
1.00
1
04/21/23 04:07
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 04:07
CPW
6020B
Thallium
<1.00
ug/L
0.0610
1.00
1
04/21/23 04:07
CPW
6020B
Vanadium
1.023
Ng/L
0.767
5.00
1
04/21/23 19:18
CPW
6020B
Zinc
11.2
ug/L
4.67
10.0
1
04/21/23 04:07
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 72 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93746
Matrix: Aqueous
Sample ID: MW-3R
Sampled:
4/12/2023
14:35
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 07:11
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 07:11
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 07:11
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 07:11
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 07:11
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 07:11
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 07:11
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 07:11
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 07:11
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 07:11
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 07:11
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 07:11
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 07:11
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 07:11
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 07:11
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 07:11
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 07:11
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 07:11
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 07:11
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 07:11
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 07:11
ENM
V32207
1,1-Dichloroethane
1.25
ug/L
0.240
0.500
1
04/20/23 07:11
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 73 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93746
Matrix: Aqueous
Sample ID: MW-3R
Sampled:
4/12/2023
14:35
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 07:11
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 07:11
ENM
V32207
cis- 1,2-Dich loroethene
1.88
Ng/L
0.200
0.500
1
04/20/23 07:11
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 07:11
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 07:11
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 07:11
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 07:11
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 07:11
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 07:11
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 07:11
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 07:11
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 07:11
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 07:11
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 07:11
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 07:11
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 07:11
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 07:11
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 07:11
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 07:11
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 07:11
ENM
V32207
Trichloroethene
0.2843
Ng/L
0.180
0.500
1
04/20/23 07:11
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 07:11
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 74 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93746
Sample ID: MW-3R
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 14:35
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 07:11 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 07:11 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 07:11 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 07:11 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 07:11 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 07:11
V32207
Surrogate: 4-Bromofluorobenzene
98.6
Limits:
80-124%
1 04/20/23 07:11 ENM
V32207
Surrogate: Dibromofluoromethane
95.8
Limits:
75-129%
1 04/20/23 07:11 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
90.6
Limits:
63-136%
1 04/20/23 07:11 ENM
V32207
Surrogate: Toluene-d8
100
Limits:
77-123%
1 04/20/23 07:11 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 75 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93747
Sample ID: MW-4S
Matrix: Aqueous
Sampled: 4/12/2023 13:50
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 16:39
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 04:11
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 04:11
CPW
6020E
Barium
65.1
u9/L
0.453
1.00
1
04/21/23 04:11
CPW
6020B
Beryllium
0.1703
Ng/L
0.102
1.00
1
04/21/23 04:11
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 04:11
CPW
6020B
Chromium
2.34
N9/L
0.346
1.00
1
04/21/23 04:11
CPW
6020B
Cobalt
1.71
u9/L
0.060
1.00
1
04/21/23 04:11
CPW
6020B
Copper
2.55
N9/L
0.489
1.00
1
04/21/23 04:11
CPW
6020B
Lead
0.6433
u9/L
0.264
1.00
1
04/21/23 04:11
CPW
6020B
Nickel
2.02
N9/L
0.182
1.00
1
04/21/23 04:11
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 04:11
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 04:11
CPW
6020B
Thallium
0.0800 J
u9/L
0.0610
1.00
1
04/21/23 19:22
CPW
6020B
Vanadium
3.223
N9/L
0.767
5.00
1
04/21/23 19:22
CPW
6020B
Zinc
13.8
u9/L
4.67
10.0
1
04/21/23 04:11
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 76 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93747
Matrix: Aqueous
Sample ID: MW-4S
Sampled:
4/12/2023
13:50
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 07:35
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 07:35
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 07:35
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 07:35
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 07:35
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 07:35
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 07:35
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 07:35
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 07:35
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 07:35
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 07:35
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 07:35
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 07:35
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 07:35
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 07:35
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 07:35
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 07:35
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 07:35
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 07:35
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 07:35
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 07:35
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 07:35
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 77 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93747
Matrix: Aqueous
Sample ID: MW-4S
Sampled:
4/12/2023
13:50
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 07:35
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 07:35
ENM
V32207
cis- 1,2-Dich loroethene
0.843
Ng/L
0.200
0.500
1
04/20/23 07:35
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 07:35
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 07:35
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 07:35
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 07:35
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 07:35
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 07:35
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 07:35
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 07:35
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 07:35
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 07:35
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 07:35
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 07:35
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 07:35
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 07:35
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 07:35
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 07:35
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 07:35
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 07:35
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 07:35
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 78 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93747
Sample ID: MW-4S
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 13:50
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 07:35 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 07:35 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 07:35 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 07:35 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 07:35 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 07:35
V32207
Surrogate: 4-Bromofluorobenzene
95.6
Limits:
80-124%
1 04/20/23 07:35 ENM
V32207
Surrogate: Dibromofluoromethane
98.0
Limits:
75-129%
1 04/20/23 07:35 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
96.2
Limits:
63-136%
1 04/20/23 07:35 ENM
V32207
Surrogate: Toluene-d8
96.2
Limits:
77-123%
1 04/20/23 07:35 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 79 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93748
Sample ID: MW-41D
Matrix: Aqueous
Sampled: 4/12/2023 14:05
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 17:04
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 04:16
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 04:16
CPW
6020E
Barium
44.2
u9/L
0.453
1.00
1
04/21/23 04:16
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 04:16
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 04:16
CPW
6020B
Chromium
<0.346
N9/L
0.346
1.00
1
04/21/23 04:16
CPW
6020B
Cobalt
<0.060
pg/L
0.060
1.00
1
04/21/23 04:16
CPW
6020B
Copper
0.5823
N9/L
0.489
1.00
1
04/21/23 04:16
CPW
6020B
Lead
0.3363
u9/L
0.264
1.00
1
04/21/23 04:16
CPW
6020B
Nickel
0.2533
Ng/L
0.182
1.00
1
04/21/23 04:16
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 04:16
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 04:16
CPW
6020B
Thallium
<1.00
u9/L
0.0610
1.00
1
04/21/23 04:16
CPW
6020B
Vanadium
1.213
N9/L
0.767
5.00
1
04/21/23 19:26
CPW
6020B
Zinc
9.11 J
ug/L
4.67
10.0
1
04/21/23 04:16
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 80 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93748
Matrix: Aqueous
Sample ID: MW-41D
Sampled:
4/12/2023
14:05
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 08:00
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 08:00
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 08:00
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 08:00
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 08:00
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 08:00
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 08:00
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 08:00
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 08:00
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 08:00
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 08:00
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 08:00
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 08:00
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 08:00
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 08:00
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 08:00
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 08:00
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 08:00
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 08:00
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 08:00
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 08:00
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 08:00
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 81 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93748
Matrix: Aqueous
Sample ID: MW-41D
Sampled:
4/12/2023
14:05
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 08:00
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 08:00
ENM
V32207
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/20/23 08:00
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 08:00
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 08:00
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 08:00
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 08:00
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 08:00
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 08:00
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 08:00
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 08:00
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 08:00
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 08:00
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 08:00
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 08:00
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 08:00
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 08:00
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 08:00
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 08:00
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 08:00
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 08:00
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 08:00
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 82 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93748
Sample ID: MW-41D
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 14:05
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 08:00 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 08:00 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 08:00 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 08:00 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 08:00 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 08:00
V32207
Surrogate: 4-Bromofluorobenzene
100
Limits:
80-124%
1 04/20/23 08:00 ENM
V32207
Surrogate: Dibromofluoromethane
97.4
Limits:
75-129%
1 04/20/23 08:00 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
93.2
Limits:
63-136%
1 04/20/23 08:00 ENM
V32207
Surrogate: Toluene-d8
97.4
Limits:
77-123%
1 04/20/23 08:00 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 83 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93749
Sample ID: MW-5
Matrix: Aqueous
Sampled: 4/11/2023 15:23
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 17:29
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 04:20
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 04:20
CPW
6020E
Barium
55.7
u9/L
0.453
1.00
1
04/21/23 04:20
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 04:20
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 04:20
CPW
6020B
Chromium
<0.346
Ng/L
0.346
1.00
1
04/21/23 04:20
CPW
6020B
Cobalt
0.469 J
pg/L
0.060
1.00
1
04/21/23 04:20
CPW
6020B
Copper
2.77
Ng/L
0.489
1.00
1
04/21/23 04:20
CPW
6020B
Lead
<0.264
u9/L
0.264
1.00
1
04/21/23 04:20
CPW
6020B
Nickel
0.738 J
Ng/L
0.182
1.00
1
04/21/23 04:20
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 04:20
CPW
6020B
Silver
<0.0570
Ng/L
0.0570
1.00
1
04/21/23 04:20
CPW
6020B
Thallium
0.08243
u9/L
0.0610
1.00
1
04/21/23 19:45
CPW
6020B
Vanadium
<0.767
Ng/L
0.767
5.00
1
04/21/2319:45
CPW
6020B
Zinc
17.9
ug/L
4.67
10.0
1
04/21/23 04:20
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 84 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93749
Matrix: Aqueous
Sample ID: MW-5
Sampled:
4/11/2023
15:23
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 08:25
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 08:25
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 08:25
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 08:25
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 08:25
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 08:25
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 08:25
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 08:25
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 08:25
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 08:25
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 08:25
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 08:25
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 08:25
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 08:25
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 08:25
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 08:25
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 08:25
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 08:25
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 08:25
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 08:25
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 08:25
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 08:25
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 85 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93749
Matrix: Aqueous
Sample ID: MW-5
Sampled:
4/11/2023
15:23
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 08:25
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 08:25
ENM
V32207
cis- 1,2-Dich loroethene
0.610
Ng/L
0.200
0.500
1
04/20/23 08:25
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 08:25
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 08:25
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 08:25
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 08:25
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 08:25
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 08:25
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 08:25
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 08:25
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 08:25
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 08:25
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 08:25
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 08:25
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 08:25
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 08:25
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 08:25
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 08:25
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 08:25
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 08:25
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 08:25
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 86 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93749
Sample ID: MW-5
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 15:23
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 08:25 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 08:25 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 08:25 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 08:25 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 08:25 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 08:25
V32207
Surrogate: 4-Bromofluorobenzene
99.0
Limits:
80-124%
1 04/20/23 08:25 ENM
V32207
Surrogate: Dibromofluoromethane
98.2
Limits:
75-129%
1 04/20/23 08:25 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
94.2
Limits:
63-136%
1 04/20/23 08:25 ENM
V32207
Surrogate: Toluene-d8
96.2
Limits:
77-123%
1 04/20/23 08:25 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 87 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93750
Sample ID: MW-6R
Matrix: Aqueous
Sampled: 4/12/2023 12:00
Test
Results
Units
MDL
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
1,4-Dioxane
<0.139
Ng/L
0.139
2.00
1
04/18/23 17:54
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 04:24
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 04:24
CPW
6020E
Barium
80.3
u9/L
0.453
1.00
1
04/21/23 04:24
CPW
6020B
Beryllium
0.1523
Ng/L
0.102
1.00
1
04/21/23 04:24
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 04:24
CPW
6020B
Chromium
0.7623
N9/L
0.346
1.00
1
04/21/23 04:24
CPW
6020B
Cobalt
1.76
u9/L
0.060
1.00
1
04/21/23 04:24
CPW
6020B
Copper
0.9373
N9/L
0.489
1.00
1
04/21/23 04:24
CPW
6020B
Lead
<0.264
u9/L
0.264
1.00
1
04/21/23 04:24
CPW
6020B
Nickel
3.27
Ng/L
0.182
1.00
1
04/21/23 04:24
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 04:24
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 04:24
CPW
6020B
Thallium
0.127 J
u9/L
0.0610
1.00
1
04/21/23 19:30
CPW
6020B
Vanadium
1.703
N9/L
0.767
5.00
1
04/21/23 19:30
CPW
6020B
Zinc
18.2
ug/L
4.67
10.0
1
04/21/23 04:24
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 88 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 937SO
Matrix: Aqueous
Sample ID: MW-6R
Sampled:
4/12/2023
12:00
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 08:50
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 08:50
ENM
V32207
Benzene
3.09
Ng/L
0.180
0.500
1
04/20/23 08:50
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 08:50
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 08:50
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 08:50
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 08:50
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 08:50
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 08:50
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 08:50
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 08:50
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 08:50
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 08:50
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 08:50
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 08:50
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 08:50
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 08:50
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 08:50
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 08:50
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 08:50
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 08:50
ENM
V32207
1,1-Dichloroethane
0.3343
ug/L
0.240
0.500
1
04/20/23 08:50
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 89 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93750
Matrix: Aqueous
Sample ID: MW-6R
Sampled:
4/12/2023
12:00
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 08:50
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 08:50
ENM
V32207
cis- 1,2-Dich loroethene
9.46
Ng/L
0.200
0.500
1
04/20/23 08:50
ENM
V32207
trans- 1.2-Dichloroethene
1.91
ug/L
0.180
0.500
1
04/20/23 08:50
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 08:50
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 08:50
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 08:50
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 08:50
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 08:50
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 08:50
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 08:50
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 08:50
ENM
V32207
Methylene Chloride
0.9453
Ng/L
0.330
1.00
1
04/20/23 08:50
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 08:50
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 08:50
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 08:50
ENM
V32207
Tetrachloroethene
0.2263
Ng/L
0.220
0.500
1
04/20/23 08:50
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 08:50
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 08:50
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 08:50
ENM
V32207
Trichloroethene
0.3743
Ng/L
0.180
0.500
1
04/20/23 08:50
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 08:50
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 90 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93750
Sample ID: MW-6R
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/12/2023 12:00
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 08:50 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 08:50 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 08:50 ENM
V32207
o-Xylene
0.2853
ug/L
0.210
0.500
1
04/20/23 08:50 ENM
V32207
m,p-Xylene
0.6243
Ng/L
0.420
1.00
1
04/20/23 08:50 ENM
V32207
Xylene (Total)
0.9093
ug/L
0.210
0.500
1
04/20/23 08:50
V32207
Surrogate: 4-Bromofluorobenzene
97.6
Limits:
80-124%
1 04/20/23 08:50 ENM
V32207
Surrogate: Dibromofluoromethane
97.6
Limits:
75-129%
1 04/20/23 08:50 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
92.4
Limits:
63-136%
1 04/20/23 08:50 ENM
V32207
Surrogate: Toluene-d8
99.2
Limits:
77-123%
1 04/20/23 08:50 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 91 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93751
Sample ID: MW-8
Matrix: Aqueous
Sampled: 4/11/2023 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
04/18/23 21:15
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 04:28
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 04:28
CPW
6020E
Barium
89.8
u9/L
0.453
1.00
1
04/21/23 04:28
CPW
6020B
Beryllium
0.1823
Ng/L
0.102
1.00
1
04/21/23 04:28
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 04:28
CPW
6020B
Chromium
3.58
N9/L
0.346
1.00
1
04/21/23 04:28
CPW
6020B
Cobalt
2.48
u9/L
0.060
1.00
1
04/21/23 04:28
CPW
6020B
Copper
4.19
N9/L
0.489
1.00
1
04/21/23 04:28
CPW
6020B
Lead
1.16
u9/L
0.264
1.00
1
04/21/23 04:28
CPW
6020B
Nickel
3.07
Ng/L
0.182
1.00
1
04/21/23 04:28
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 04:28
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 04:28
CPW
6020B
Thallium
<1.00
u9/L
0.0610
1.00
1
04/21/23 04:28
CPW
6020B
Vanadium
5.18
N9/L
0.767
5.00
1
04/21/2319:34
CPW
6020B
Zinc
17.8
u9/L
4.67
10.0
1
04/21/23 04:28
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 92 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93751
Matrix: Aqueous
Sample ID: MW-8
Sampled:
4/11/2023
14:00
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 09:15
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 09:15
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 09:15
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 09:15
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 09:15
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 09:15
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 09:15
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 09:15
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 09:15
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 09:15
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 09:15
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 09:15
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 09:15
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 09:15
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 09:15
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 09:15
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 09:15
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 09:15
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 09:15
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 09:15
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 09:15
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 09:15
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 93 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93751
Matrix: Aqueous
Sample ID: MW-8
Sampled:
4/11/2023
14:00
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 09:15
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 09:15
ENM
V32207
cis- 1,2-Dich loroethene
<0.200
Ng/L
0.200
0.500
1
04/20/23 09:15
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 09:15
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 09:15
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 09:15
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 09:15
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 09:15
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 09:15
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 09:15
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 09:15
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 09:15
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 09:15
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 09:15
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 09:15
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 09:15
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 09:15
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 09:15
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 09:15
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 09:15
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 09:15
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 09:15
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 94 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93751
Sample ID: MW-8
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 14:00
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 09:15 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 09:15 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 09:15 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 09:15 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 09:15 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 09:15
V32207
Surrogate: 4-Bromofluorobenzene
98.8
Limits:
80-124%
1 04/20/23 09:15 ENM
V32207
Surrogate: Dibromofluoromethane
98.0
Limits:
75-129%
1 04/20/23 09:15 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
93.0
Limits:
63-136%
1 04/20/23 09:15 ENM
V32207
Surrogate: Toluene-d8
96.8
Limits:
77-123%
1 04/20/23 09:15 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 95 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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 : 23-104-0100 REPOR T OF A NA L YSIS
Report Date : 05/04/2023
Received : 04/14/2023
Lab No : 93752
Sample ID: MW-9S
Matrix: Aqueous
Sampled: 4/11/2023 14:30
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 21:40
TBL
8260D SIM
Antimony
<0.618
u9/L
0.618
1.00
1
04/21/23 04:32
CPW
6020B
Arsenic
<0.297
Ng/L
0.297
1.00
1
04/21/23 04:32
CPW
6020E
Barium
78.7
u9/L
0.453
1.00
1
04/21/23 04:32
CPW
6020B
Beryllium
<0.102
Ng/L
0.102
1.00
1
04/21/23 04:32
CPW
6020B
Cadmium
<0.350
u9/L
0.350
1.00
1
04/21/23 04:32
CPW
6020B
Chromium
0.8213
N9/L
0.346
1.00
1
04/21/23 04:32
CPW
6020B
Cobalt
26.5
u9/L
0.060
1.00
1
04/21/23 04:32
CPW
6020B
Copper
5.16
N9/L
0.489
1.00
1
04/21/23 04:32
CPW
6020B
Lead
0.430 J
u9/L
0.264
1.00
1
04/21/23 04:32
CPW
6020B
Nickel
4.74
N9/L
0.182
1.00
1
04/21/23 04:32
CPW
6020B
Selenium
<0.703
u9/L
0.703
1.00
1
04/21/23 04:32
CPW
6020B
Silver
<0.0570
N9/L
0.0570
1.00
1
04/21/23 04:32
CPW
6020B
Thallium
0.313 J
u9/L
0.0610
1.00
1
04/21/23 18:35
CPW
6020B
Vanadium
0.7943
N9/L
0.767
5.00
1
04/21/23 18:35
CPW
6020B
Zinc
19.1
ug/L
4.67
10.0
1
04/21/23 04:32
CPW
6020B
Qualifiers/ B Analyte detected in blank DF Dilution Factor
Definitions H Beyond holding time J Estimated value
MQL Method Quantitation Limit
Page 96 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93752
Matrix: Aqueous
Sample ID: MW-9S
Sampled:
4/11/2023
14:30
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 09:40
ENM
V32207
Acrylonitrile
<0.230
ug/L
0.230
5.00
1
04/20/23 09:40
ENM
V32207
Benzene
<0.180
Ng/L
0.180
0.500
1
04/20/23 09:40
ENM
V32207
Bromochloromethane
<0.420
ug/L
0.420
1.00
1
04/20/23 09:40
ENM
V32207
Bromodichloromethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 09:40
ENM
V32207
Bromoform
<1.50
ug/L
1.50
5.00
1
04/20/23 09:40
ENM
V32207
Bromomethane
<0.280
Ng/L
0.280
1.00
1
04/20/23 09:40
ENM
V32207
Carbon Disulfide
<0.150
ug/L
0.150
5.00
1
04/20/23 09:40
ENM
V32207
Carbon Tetrachloride
<0.180
Ng/L
0.180
0.500
1
04/20/23 09:40
ENM
V32207
Chlorobenzene
<0.190
ug/L
0.190
0.500
1
04/20/23 09:40
ENM
V32207
Chlorodibromomethane
<0.190
Ng/L
0.190
0.500
1
04/20/23 09:40
ENM
V32207
Chloroethane
<0.430
ug/L
0.430
1.00
1
04/20/23 09:40
ENM
V32207
Chloroform
<0.220
Ng/L
0.220
0.500
1
04/20/23 09:40
ENM
V32207
Chloromethane
<0.220
ug/L
0.220
0.500
1
04/20/23 09:40
ENM
V32207
Di -Isopropyl Ether (DIPE)
<0.960
Ng/L
0.960
5.00
1
04/20/23 09:40
ENM
V32207
1,2-Dibromo-3-Chloropropane
<1.10
ug/L
1.10
2.00
1
04/20/23 09:40
ENM
V32207
1,2-Dibromoethane
<0.200
Ng/L
0.200
0.500
1
04/20/23 09:40
ENM
V32207
Dibromomethane
<0.230
ug/L
0.230
0.500
1
04/20/23 09:40
ENM
V32207
trans-1,4-Dichloro-2-butene
<1.30
Ng/L
1.30
10.0
1
04/20/23 09:40
ENM
V32207
1,2-Dichlorobenzene
<0.220
ug/L
0.220
0.500
1
04/20/23 09:40
ENM
V32207
Dichlorodifluoromethane
<1.20
Ng/L
1.20
5.00
1
04/20/23 09:40
ENM
V32207
1,1-Dichloroethane
<0.240
ug/L
0.240
0.500
1
04/20/23 09:40
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 97 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100 REPOR T OF A NA L YSIS
Lab No : 93752
Matrix: Aqueous
Sample ID: MW-9S
Sampled:
4/11/2023
14:30
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
1,2-Dichloroethane
<0.150
Ng/L
0.150
0.500
1
04/20/23 09:40
ENM
V32207
1,1-Dichloroethene
<0.150
ug/L
0.150
0.500
1
04/20/23 09:40
ENM
V32207
cis- 1,2-Dich loroethene
2.24
Ng/L
0.200
0.500
1
04/20/23 09:40
ENM
V32207
trans- 1.2-Dichloroethene
<0.180
ug/L
0.180
0.500
1
04/20/23 09:40
ENM
V32207
1,2-Dichloropropene
<0.190
Ng/L
0.190
0.500
1
04/20/23 09:40
ENM
V32207
cis- 1,3-Dich loropropene
<0.210
ug/L
0.210
0.500
1
04/20/23 09:40
ENM
V32207
trans-1,3-Dichloropropene
<0.150
Ng/L
0.150
0.500
1
04/20/23 09:40
ENM
V32207
1,4-Dioxane
<16.0
ug/L
16.0
150
1
04/20/23 09:40
ENM
V32207
Ethylbenzene
<0.170
Ng/L
0.170
0.500
1
04/20/23 09:40
ENM
V32207
2-Hexanone
<0.380
ug/L
0.380
5.00
1
04/20/23 09:40
ENM
V32207
Methyl Ethyl Ketone (MEK)
<0.710
Ng/L
0.710
5.00
1
04/20/23 09:40
ENM
V32207
4-Methyl-2-Pentanone
<1.00
ug/L
1.00
5.00
1
04/20/23 09:40
ENM
V32207
Methylene Chloride
<0.330
Ng/L
0.330
1.00
1
04/20/23 09:40
ENM
V32207
Styrene
<0.220
ug/L
0.220
0.500
1
04/20/23 09:40
ENM
V32207
1,1,1,2-Tetrachloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 09:40
ENM
V32207
1,1,2,2-Tetrachloroethane
<0.160
ug/L
0.160
0.500
1
04/20/23 09:40
ENM
V32207
Tetrachloroethene
<0.220
Ng/L
0.220
0.500
1
04/20/23 09:40
ENM
V32207
Toluene
<0.220
ug/L
0.220
0.500
1
04/20/23 09:40
ENM
V32207
1,1,1-Trichloroethane
<0.160
Ng/L
0.160
0.500
1
04/20/23 09:40
ENM
V32207
1,1,2-Trichloroethane
<0.096
ug/L
0.096
0.500
1
04/20/23 09:40
ENM
V32207
Trichloroethene
<0.180
Ng/L
0.180
0.500
1
04/20/23 09:40
ENM
V32207
Trichlorofluoromethane
<0.180
ug/L
0.180
0.500
1
04/20/23 09:40
ENM
V32207
Qualifiers/ B
Analyte detected in blank
DF
Dilution Factor
Definitions H
Beyond holding time
J
Estimated value
MQL
Method Quantitation Limit
Page 98 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
•
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 : 05/04/2023
14 N. Boylan Avenue Information : Received : 04/14/2023
Raleigh , NC 27603
Report Number : 23-104-0100
Lab No : 93752
Sample ID: MW-9S
REPOR T OF A NA L YSIS
Matrix: Aqueous
Sampled: 4/11/2023 14:30
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
1,2,3-Trichloropropane
<0.270
Ng/L
0.270
1.00
1
04/20/23 09:40 ENM
V32207
Vinyl Acetate
<1.00
ug/L
1.00
2.00
1
04/20/23 09:40 ENM
V32207
Vinyl Chloride
<0.170
Ng/L
0.170
0.500
1
04/20/23 09:40 ENM
V32207
o-Xylene
<0.210
ug/L
0.210
0.500
1
04/20/23 09:40 ENM
V32207
m,p-Xylene
<0.420
Ng/L
0.420
1.00
1
04/20/23 09:40 ENM
V32207
Xylene (Total)
<0.21
ug/L
0.210
0.500
1
04/20/23 09:40
V32207
Surrogate: 4-Bromofluorobenzene
98.0
Limits:
80-124%
1 04/20/23 09:40 ENM
V32207
Surrogate: Dibromofluoromethane
98.4
Limits:
75-129%
1 04/20/23 09:40 ENM
V32207
Surrogate: 1,2-Dichloroethane - d4
94.4
Limits:
63-136%
1 04/20/23 09:40 ENM
V32207
Surrogate: Toluene-d8
99.4
Limits:
77-123%
1 04/20/23 09:40 ENM
V32207
Qualifiers/ B Analyte detected in blank
Definitions H Beyond holding time
MQL Method Quantitation Limit
DF Dilution Factor
J Estimated value
Page 99 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
w
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi ntana lytica l.com
Quality
Control Data
Client ID:
Smith & Gardner, Inc.
Project Description:
Surry County MSW
Report No:
23-104-0100
QC Prep:
L677504
QC Analytical Batch(es): L677864
QC Prep Batch Method:
TKN/TKP Digestion
Analysis Method:
365.4
Analysis Description:
Total Phosphorus
Lab Reagent Blank
LRB-1-677504
Matrix: AQU
Associated Lab Samples:
93735
Blank MDL
MQL
Analyzed
Parameter
Units
Result
Phosphorus
pg/L
<212 212
500
04/24/23 14:27
Laboratory Control Sample
LCS-1-677504
Spike
LCS
LCS %Rec % Rec
Parameter
Units
Conc.
Result
Limits
Phosphorus
pg/L
2000
1970
99.0 80-120
Duplicate
L 98337-DUP-L677504
Result DUP
RPD Max RPD
Analyzed
Parameter
Units
Result
Phosphorus
pg/L
1720 1710
0.5 20
04/24/23 14:31
Matrix Spike
L 98337-MS-L677504
MS Spike
MSD MS Result
MSD MS %Rec Max
Parameter
Units
Result Conc.
Spike
Result %Rec Limits RPD
Conc.
Phosphorus
pg/L
1720 2000
3500
89.0 70-130
Date: 05/04/2023 10:48 AM Page 1 of 23
Page 100 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
w
Waypoint,
449 Springbrook Rd, Ch
Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL
www.waypoi
ntana lytica l.com
Quality Control Data
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0100
QC Analytical Batch: V32061
Analysis Method: 4500H+B-2011
Analysis Description: pH
Laboratory Control Sample
LCS
Spike
LCS
LCS %Rec
% Rec
Parameter Units
Conc.
Result
Limits
pH S.U.
6.8
6.8
100
3.54-101.z
Laboratory Control Sample
LCS21
Spike
LCS
LCS %Rec
% Rec
Parameter Units
Conc.
Result
Limits
pH S.U.
6.8
6.9
101
3.54-101.z
Duplicate
V 93735-DUP
Result DUP
Criteria
Analyzed
Parameter Units
Result
pH S.U.
8.1 8.1
+/- 0.1
04/17/23 16:46
Date: 05/04/2023 10:48 AM Page 2 of 23
Page 101 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0100
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Analytical Batch: V32149
Analysis Method: 521OB-2015
Analysis Description: Biochemical Oxygen Demand (BOD)
Glucose-Glutamic Acid GGA
Result Range Analyzed
Parameter Units
Biochemical Oxygen Demand (5-day) pg/L 213 167.5-228.E 04/14/23 13:35
Duplicate V 93832-DUP
Result DUP RPD Max RPD Analyzed
Parameter Units Result
Biochemical Oxygen Demand (5-day) pg/L 156000 167000 6.8 30 04/14/23 13:35
Date: 05/04/2023 10:48 AM Page 3 of 23
Page 102 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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: 23-104-0100
QC Analytical Batch: V32142
Analysis Method: 5220D-2011
Analysis Description: Chemical Oxygen Demand (COD)
Lab Reagent Blank LRB
Matrix: AQU
Associated Lab Samples: 93735
Blank MDL
MQL
Analyzed
Parameter Units Result
COD (Chemical Oxygen Demand) pg/L <8000 8000
30000
04/19/23 10:59
Laboratory Control Sample LCS
Spike
LCS
LCS %Rec
% Rec
Parameter Units Conc.
Result
Limits
COD (Chemical Oxygen Demand) pg/L 50000
49000
98.0
90-110
Matrix Spike & Matrix Spike Duplicate V 93719-MS V 93719-MSD
MS Spike
MSD MS Result
MSD MS
MSD %Rec Max
Parameter Units Result Conc.
Spike
Result %Rec
%Rec Limits RPD RPD
Conc.
COD (Chemical Oxygen Demand) pg/L 34000 50000
50000 81000
80000 94.0
92.0 80-120 1.2 20
Date: 05/04/2023 10:48 AM Page 4 of 23
Page 103 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0100
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep:
L677107
QC Analytical Batch(es): L677479,L677768
QC Prep Batch Method:
3005A
Analysis Method:
6020B
Analysis Description:
Metals Analyses
Lab Reagent Blank
LRB-L677107
Matrix: AQU
Associated Lab Samples:
93731, 93732, 93733,
93734,
93735, 93736, 93737, 93738, 93739,
93740, 93741
Blank
MDL
MQL
Analyzed
Parameter
Units
Result
Antimony
pg/L
<0.618
0.618
1.00
04/20/23 23:19
Arsenic
pg/L
<0.297
0.297
1.00
04/20/23 23:19
Barium
pg/L
<0.453
0.453
1.00
04/20/23 23:19
Beryllium
pg/L
<0.102
0.102
1.00
04/20/23 23:19
Cadmium
pg/L
<0.350
0.350
1.00
04/20/23 23:19
Chromium
pg/L
<0.346
0.346
1.00
04/20/23 23:19
Cobalt
pg/L
<0.060
0.060
1.00
04/20/23 23:19
Copper
pg/L
<0.489
0.489
1.00
04/20/23 23:19
Lead
pg/L
<0.264
0.264
1.00
04/20/23 23:19
Nickel
pg/L
<0.182
0.182
1.00
04/20/23 23:19
Selenium
pg/L
<0.703
0.703
1.00
04/20/23 23:19
Silver
pg/L
<0.0570
0.0570
1.00
04/20/23 23:19
Thallium
pg/L
<0.0610
0.0610
1.00
04/20/23 23:19
Vanadium
pg/L
<0.767
0.767
5.00
04/21/23 16:38
Zinc
pg/L
5.28
4.67
10.0
04/21/2316:38
Laboratory Control Sample LCS-L677107
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Antimony
pg/L
100
99.8
100
80-120
Arsenic
pg/L
50.0
50.2
100
80-120
Barium
pg/L
100
92.8
93.0
80-120
Beryllium
pg/L
50.0
49.4
99.0
80-120
Cadmium
pg/L
10.0
10.4
104
80-120
Chromium
pg/L
100
97.2
97.0
80-120
Cobalt
pg/L
100
97.4
97.0
80-120
Copper
pg/L
50.0
49.8
100
80-120
Date: 05/04/2023 10:48 AM Page 5 of 23
Page 104 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0100
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: L677107 QC Analytical Batch(es): L677479,L677768
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Laboratory Control Sample LCS-1-677107
Parameter
Units
Spike
Conc.
LCS
Result
LCS %Rec
% Rec
Limits
Lead
pg/L
50.0
47.5
95.0
80-120
Nickel
pg/L
50.0
50.0
100
80-120
Selenium
pg/L
100
92.7
93.0
80-120
Silver
pg/L
10.0
9.82
98.0
80-120
Thallium
pg/L
10.0
9.50
95.0
80-120
Vanadium
pg/L
500
488
98.0
80-120
Zinc
pg/L
500
532
106
80-120
Matrix Spike & Matrix Spike Duplicate
Parameter Units
V 93741-MS-L677107
MS Spike
Result Conc.
V 93741-MSD-L677107
MSD MS Result MSD
Spike Result
Conc.
MS
%Rec
MSD
%Rec
%Rec
Limits
RPD
Max
RPD
Antimony
pg/L
< 0.618
100
100
94.9
94.6
95.0
95.0
75-125
0.3
20.0
Arsenic
pg/L
< 0.297
50.0
50.0
49.7
48.6
99.0
97.0
75-125
2.2
20.0
Barium
pg/L
16.1
100
100
106
105
90.0
89.0
75-125
0.9
20.0
Beryllium
pg/L
0.132
50.0
50.0
48.9
49.6
98.0
99.0
75-125
1.4
20.0
Cadmium
pg/L
< 0.350
10.0
10.0
10.2
10.3
102
103
75-125
0.9
20.0
Chromium
pg/L
0.480
100
100
97.5
98.5
97.0
98.0
75-125
1.0
20.0
Cobalt
pg/L
0.201
100
100
97.3
97.9
97.0
98.0
75-125
0.6
20.0
Copper
pg/L
1.55
50.0
50.0
50.1
49.8
97.0
97.0
75-125
0.6
20.0
Lead
pg/L
0.326
50.0
50.0
46.5
46.5
92.0
92.0
75-125
0.0
20.0
Nickel
pg/L
1.05
50.0
50.0
50.6
50.6
99.0
99.0
75-125
0.0
20.0
Selenium
pg/L
< 0.703
100
100
97.1
94.2
97.0
94.0
75-125
3.0
20.0
Silver
pg/L
< 0.0570
10.0
10.0
9.56
9.56
96.0
96.0
75-125
0.0
20.0
Thallium
pg/L
< 0.0610
10.0
10.0
9.33
9.49
93.0
95.0
75-125
1.7
20.0
Vanadium
pg/L
< 0.767
500
500
483
482
97.0
96.0
75-125
0.2
20.0
Zinc
pg/L
16.1
500
500
508
506
98.0
98.0
75-125
0.3
20.0
Date: 05/04/2023 10:48 AM Page 6 of 23
Page 105 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0100
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: L677107 QC Analytical Batch(es): L677479,L677768
QC Prep Batch Method: 3005A Analysis Method: 6020B
Analysis Description: Metals Analyses
Post Digestion Spike V 93741-PDS-L677107
Parameter
Units
PDS
Result
%
Recovery
Analyzed
Antimony
pg/L
48.4
97.0
04/21/23 01:13
Arsenic
pg/L
25.1
100
04/21/23 01:13
Barium
pg/L
56.2
97.0
04/21/23 01:13
Beryllium
pg/L
26.2
105
04/21/23 01:13
Cadmium
Ng/L
5.05
101
04/21/23 01:13
Chromium
Ng/L
50.8
101
04/21/23 01:13
Cobalt
pg/L
51.3
102
04/21/23 01:13
Copper
pg/L
25.4
99.0
04/21/23 01:13
Lead
pg/L
24.5
97.0
04/21/23 01:13
Nickel
pg/L
25.5
100
04/21/23 01:13
Selenium
pg/L
49.3
99.0
04/21/23 01:13
Silver
pg/L
4.86
97.0
04/21/23 01:13
Thallium
pg/L
4.99
100
04/21/23 01:13
Vanadium
pg/L
239
95.0
04/21/23 17:44
Zinc
pg/L
248
96.0
04/21/23 17:44
Date: 05/04/2023 10:48 AM Page 7 of 23
Page 106 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0100
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-1-677117
Matrix: AQU
Associated Lab Samples:
93742, 93743, 93744, 93745,
93746, 93747, 93748, 93749, 93750,
93751, 93752
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: 05/04/2023 10:48 AM Page 8 of 23
Page 107 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0100
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: 05/04/2023 10:48 AM Page 9 of 23
Page 108 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0100
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: 05/04/2023 10:48 AM Page 10 of 23
Page 109 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0100
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V32116 QC Analytical Batch(es): V32117
QC Prep Batch Method: 5030B Analysis Method: 8260D SIM
Analysis Description: Volatile Organic Compounds - GC/MS
Lab Reagent Blank LRB-V32116 Matrix: AQU
Associated Lab Samples: 93731, 93732, 93733, 93734, 93735, 93736, 93737, 93738, 93739, 93740, 93741, 93742, 93743, 93744, 93745,
93746, 93747, 93748, 93749, 93750
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
1,4-Dioxane pg/L <0.139 0.139 2.00 04/18/23 09:13
4-Bromofluorobenzene (S) 04/18/23 09:13 105 70-130
Laboratory Control Sample LCS-V32116
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
1,4-Dioxane pg/L
50.0 49.5
99.0
70-130
4-Bromofluorobenzene (S)
125
70-130
Matrix Spike & Matrix Spike Duplicate
V 93750-MS-V32116 V 93750-MSD-V32116
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 46.2 39.0 92.4 78.0 70-130 16.9 20.0
4-Bromofluorobenzene (S) 113 92.2 70-130
Date: 05/04/2023 10:48 AM Page 11 of 23
Page 110 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0100
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
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: 93751, 93752
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: 05/04/2023 10:48 AM Page 12 of 23
Page 111 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0100
QC Prep: V32203
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-V32203
Associated Lab Samples: 93731, 93732, 93733
QC Analytical Batch(es): V32204
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
04/19/23 13:49
Acrylonitrile
pg/L
<0.230
0.230
5.00
04/19/23 13:49
Benzene
pg/L
<0.180
0.180
0.500
04/19/23 13:49
Bromochloromethane
pg/L
<0.420
0.420
1.00
04/19/23 13:49
Bromodichloromethane
pg/L
<0.160
0.160
0.500
04/19/23 13:49
Bromoform
pg/L
<1.50
1.50
5.00
04/19/23 13:49
Bromomethane
pg/L
<0.280
0.280
1.00
04/19/23 13:49
Carbon Disulfide
pg/L
<0.150
0.150
5.00
04/19/23 13:49
Carbon Tetrachloride
pg/L
<0.180
0.180
0.500
04/19/23 13:49
Chlorobenzene
pg/L
<0.190
0.190
0.500
04/19/23 13:49
Chlorodibromomethane
pg/L
<0.190
0.190
0.500
04/19/23 13:49
Chloroethane
pg/L
<0.430
0.430
1.00
04/19/23 13:49
Chloroform
pg/L
<0.220
0.220
0.500
04/19/23 13:49
Chloromethane
pg/L
<0.220
0.220
0.500
04/19/23 13:49
Di -Isopropyl Ether (DIPE)
pg/L
<0.960
0.960
5.00
04/19/23 13:49
1,2-Dibromo-3-Chloropropane
pg/L
< 1.10
1.10
2.00
04/19/23 13:49
1,2-Dibromoethane
pg/L
<0.200
0.200
0.500
04/19/23 13:49
Dibromomethane
pg/L
<0.230
0.230
0.500
04/19/23 13:49
trans-1,4-Dichloro-2-butene
pg/L
< 1.30
1.30
10.0
04/19/23 13:49
1,2-Dichlorobenzene
pg/L
<0.220
0.220
0.500
04/19/23 13:49
Dichlorodifluoromethane
pg/L
<1.20
1.20
5.00
04/19/23 13:49
1,1-Dichloroethane
pg/L
<0.240
0.240
0.500
04/19/23 13:49
1,2-Dichloroethane
pg/L
<0.150
0.150
0.500
04/19/23 13:49
1,1-Dichloroethene
pg/L
<0.150
0.150
0.500
04/19/23 13:49
cis-1,2-Dichloroethene
pg/L
<0.200
0.200
0.500
04/19/23 13:49
trans-1,2-Dichloroethene
pg/L
<0.180
0.180
0.500
04/19/23 13:49
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/19/23 13:49
Date:
05/04/2023 10:48 AM
Page 13 of 23
Page 112 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0100
QC Prep: V32203
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-V32203
Associated Lab Samples: 93731, 93732, 93733
QC Analytical Batch(es): V32204
Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Matrix: AQU
Blank
MDL
MQL
Analyzed
%
% Rec
Parameter
Units
Result
Recovery
Limits
cis-1,3-Dichloropropene
pg/L
<0.210
0.210
0.500
04/19/23 13:49
trans-1,3-Dichloropropene
pg/L
<0.150
0.150
0.500
04/19/23 13:49
1,4-Dioxane
pg/L
<16.0
16.0
150
04/19/23 13:49
Ethylbenzene
pg/L
<0.170
0.170
0.500
04/19/23 13:49
2-Hexanone
pg/L
<0.380
0.380
5.00
04/19/23 13:49
Methyl Ethyl Ketone (MEK)
pg/L
<0.710
0.710
5.00
04/19/23 13:49
4-Methyl-2-Pentanone
pg/L
<1.00
1.00
5.00
04/19/23 13:49
Methylene Chloride
pg/L
<0.330
0.330
1.00
04/19/23 13:49
Styrene
pg/L
<0.220
0.220
0.500
04/19/23 13:49
1,1,1,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/19/23 13:49
1,1,2,2-Tetrachloroethane
pg/L
<0.160
0.160
0.500
04/19/23 13:49
Tetrachloroethene
pg/L
<0.220
0.220
0.500
04/19/23 13:49
Toluene
pg/L
<0.220
0.220
0.500
04/19/23 13:49
1,1,1-Trichloroethane
pg/L
<0.160
0.160
0.500
04/19/23 13:49
1,1,2-Trichloroethane
pg/L
<0.096
0.096
0.500
04/19/23 13:49
Trichloroethene
pg/L
<0.180
0.180
0.500
04/19/23 13:49
Trichlorofluoromethane
pg/L
<0.180
0.180
0.500
04/19/23 13:49
1,2,3-Trichloropropane
pg/L
<0.270
0.270
1.00
04/19/23 13:49
Vinyl Acetate
pg/L
<1.00
1.00
2.00
04/19/23 13:49
Vinyl Chloride
pg/L
<0.170
0.170
0.500
04/19/23 13:49
o-Xylene
pg/L
<0.210
0.210
0.500
04/19/23 13:49
m,p-Xylene
pg/L
<0.420
0.420
1.00
04/19/23 13:49
4-Bromofluorobenzene (S)
04/19/23 13:49
96.8
80-124
Dibromofluoromethane (S)
04/19/23 13:49
99.6
75-129
1,2-Dichloroethane - d4 (S)
04/19/23 13:49
98.2
63-136
Toluene-d8 (S)
04/19/23 13:49
97.0
77-123
Date:
05/04/2023 10:48 AM
Page 14 of 23
Page 113 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0100
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V32203 QC Analytical Batch(es): V32204
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V32203 LCSD-V32203
Parameter
Units
Spike
Conc.
LCS
Result
LCSD
Result
LCS
%Rec
LCSD
% Rec
% Rec
Limits
RPD
Max
RPD
Acetone
pg/L
40.0
22.3
26.1
55.7
65.2
40-166
15.7
20.0
Acrylonitrile
pg/L
40.0
37.5
42.2
93.7
106
81-127
11.7
20.0
Benzene
pg/L
20.0
21.3
21.0
107
105
77-128
1.4
20.0
Bromochloromethane
pg/L
20.0
21.0
21.3
105
107
78-135
1.4
20.0
Bromodichloromethane
pg/L
20.0
20.5
21.0
103
105
76-138
2.4
20.0
Bromoform
pg/L
20.0
20.6
22.1
103
111
71-135
7.0
20.0
Bromomethane
pg/L
20.0
24.9
25.3
125
127
41-168
1.5
20.0
Carbon Disulfide
pg/L
20.0
22.5
21.6
113
108
59-135
4.0
20.0
Carbon Tetrachloride
pg/L
20.0
21.8
21.1
109
106
72-142
3.2
20.0
Chlorobenzene
pg/L
20.0
22.3
22.0
112
110
78-119
1.3
20.0
Chlorodibromomethane
pg/L
20.0
21.1
22.0
106
110
75-134
4.1
20.0
Chloroethane
pg/L
20.0
22.1
21.9
111
110
57-142
0.9
20.0
Chloroform
pg/L
20.0
21.1
20.9
106
105
77-130
0.9
20.0
Chloromethane
pg/L
20.0
22.3
21.7
112
109
47-145
2.7
20.0
Di -Isopropyl Ether (DIPE)
pg/L
20.0
20.7
21.0
104
105
60-154
1.4
20.0
1,2-Dibromo-3-Chloropropane
pg/L
20.0
22.0
23.0
110
115
63-134
4.4
20.0
1,2-Dibromoethane
pg/L
20.0
21.4
22.5
107
113
77-135
5.0
20.0
Dibromomethane
pg/L
20.0
20.3
21.0
102
105
76-138
3.3
20.0
trans-1,4-Dichloro-2-butene
pg/L
20.0
18.6
19.4
93.0
97.0
70-130
4.2
20.0
1,2-Dichlorobenzene
pg/L
20.0
22.8
21.5
114
108
78-128
5.8
20.0
Dichlorodifluoromethane
pg/L
20.0
23.2
22.9
116
115
28-163
1.3
20.0
1,1-Dichloroethane
pg/L
20.0
21.6
21.2
108
106
70-130
1.8
20.0
1,2-Dichloroethane
pg/L
20.0
19.9
20.3
99.5
102
68-131
1.9
20.0
1,1-Dichloroethene
pg/L
20.0
21.9
21.7
110
109
70-154
0.9
20.0
cis-1,2-Dichloroethene
pg/L
20.0
19.0
18.8
95.0
94.0
76-141
1.0
20.0
trans-1,2-Dichloroethene
pg/L
20.0
22.1
21.2
111
106
76-135
4.1
20.0
Date: 05/04/2023 10:48 AM Page 15 of 23
Page 114 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0100
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V32203 QC Analytical Batch(es): V32204
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V32203 LCSD-V32203
Spike
LCS
LCSD
LCS
LCSD
% Rec
Parameter
Units
Conc.
Result
Result
%Rec
% Rec
Limits
RPD
Max
RPD
1,2-Dichloropropane
pg/L
20.0
21.1
21.1
106
106
77-130
0.0
20.0
cis-1,3-Dichloropropene
pg/L
20.0
21.1
21.0
106
105
65-140
0.4
20.0
trans-1,3-Dichloropropene
pg/L
20.0
20.1
21.0
101
105
67-140
4.3
20.0
1,4-Dioxane
pg/L
200
195
240
97.5
120
70-130
20.6*
20.0
Ethylbenzene
pg/L
20.0
21.1
20.6
106
103
80-127
2.3
20.0
2-Hexanone
pg/L
20.0
17.3
19.1
86.5
95.5
64-137
9.8
20.0
Methyl Ethyl Ketone (MEK)
pg/L
20.0
16.6
16.6
83.0
83.0
71-134
0.0
20.0
4-Methyl-2-Pentanone
pg/L
20.0
19.2
21.3
96.0
107
69-134
10.3
20.0
Methylene Chloride
pg/L
20.0
20.4
21.2
102
106
73-131
3.8
20.0
Styrene
pg/L
20.0
22.2
21.4
111
107
78-129
3.6
20.0
1,1,1,2-Tetrachloroethane
pg/L
20.0
22.4
21.9
112
110
79-134
2.2
20.0
1,1,2,2-Tetrachloroethane
pg/L
20.0
21.0
20.1
105
101
62-127
4.3
20.0
Tetrachloroethene
pg/L
20.0
21.8
21.5
109
108
80-129
1.3
20.0
Toluene
pg/L
20.0
21.2
20.8
106
104
76-131
1.9
20.0
1,1,1-Trichloroethane
pg/L
20.0
21.8
21.0
109
105
75-135
3.7
20.0
1,1,2-Trichloroethane
pg/L
20.0
20.3
21.9
102
110
70-140
7.5
20.0
Trichloroethene
pg/L
20.0
22.3
21.7
112
109
77-133
2.7
20.0
Trichlorofluoromethane
pg/L
20.0
21.9
21.3
110
107
62-148
2.7
20.0
1,2,3-Trichloropropane
pg/L
20.0
21.4
20.8
107
104
71-127
2.8
20.0
Vinyl Acetate
pg/L
20.0
27.1
26.8
136
134
34-167
1.1
20.0
Vinyl Chloride
pg/L
20.0
21.6
21.1
108
106
57-141
2.3
20.0
o-Xylene
pg/L
20.0
21.6
21.1
108
106
78-128
2.3
20.0
m,p-Xylene
pg/L
40.0
45.0
43.4
113
109
77-133
3.6
20.0
4-Bromofluorobenzene (S)
99.6
95.6
80-124
Dibromofluoromethane (S)
98.0
100
75-129
1,2-Dichloroethane - d4 (S)
92.0
97.6
63-136
* QC Fail
Date: 05/04/2023
10:48 AM
Page 16
of 23
Page 115
of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0100
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V32203 QC Analytical Batch(es): V32204
QC Prep Batch Method: 5030B Analysis Method: 8260D
Analysis Description: Volatile Organic Compounds - GC/MS
Laboratory Control Sample & LCSD LCS-V32203 LCSD-V32203
Spike LCS LCSD LCS LCSD % Rec
Parameter Units Conc. Result Result %Rec % Rec Limits RPD
Toluene-d8 (S) 97.6 97.6 77-123
Date: 05/04/2023 10:48 AM Page 17 of 23
Page 116 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0100
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: 93734, 93735, 93736, 93737, 93738, 93739, 93740, 93741, 93742, 93743, 93744, 93745, 93746, 93747, 93748,
93749, 93750, 93751, 93752
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
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
1,2-Dichloropropane
pg/L
<0.190
0.190
0.500
04/20/23 02:12
Date: 05/04/2023 10:48 AM Page 18 of 23
Page 117 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0100
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: 93734, 93735, 93736, 93737, 93738, 93739, 93740, 93741, 93742, 93743, 93744, 93745, 93746, 93747, 93748,
93749, 93750, 93751, 93752
Blank MDL MQL Analyzed % % Rec
Parameter Units Result Recovery Limits
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
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
Dibromofluoromethane (S)
04/20/23 02:12
1,2-Dichloroethane - d4 (S)
04/20/23 02:12
Toluene-d8 (S)
04/20/23 02:12
98.0
80-124
98.8
75-129
94.8
63-136
99.2
77-123
Date: 05/04/2023 10:48 AM
Page 118 of 126
Page 19 of 23

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0100
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
Acetone
pg/L
40.0
33.3
32.5
83.2
81.2
40-166
2.4
20.0
Acrylonitrile
pg/L
40.0
44.2
43.6
111
109
81-127
1.3
20.0
Benzene
pg/L
20.0
21.5
21.4
108
107
77-128
0.4
20.0
Bromochloromethane
pg/L
20.0
21.4
20.8
107
104
78-135
2.8
20.0
Bromodichloromethane
pg/L
20.0
21.0
20.9
105
105
76-138
0.4
20.0
Bromoform
pg/L
20.0
20.9
20.3
105
102
71-135
2.9
20.0
Bromomethane
pg/L
20.0
26.1
20.7
131
104
41-168
23.0*
20.0
Carbon Disulfide
pg/L
20.0
22.2
22.2
111
111
59-135
0.0
20.0
Carbon Tetrachloride
pg/L
20.0
21.4
21.3
107
107
72-142
0.4
20.0
Chlorobenzene
pg/L
20.0
21.5
22.2
108
111
78-119
3.2
20.0
Chlorodibromomethane
pg/L
20.0
21.7
21.7
109
109
75-134
0.0
20.0
Chloroethane
pg/L
20.0
22.7
21.8
114
109
57-142
4.0
20.0
Chloroform
pg/L
20.0
21.4
21.2
107
106
77-130
0.9
20.0
Chloromethane
pg/L
20.0
23.2
23.9
116
120
47-145
2.9
20.0
Di -Isopropyl Ether (DIPE)
pg/L
20.0
21.7
21.7
109
109
60-154
0.0
20.0
1,2-Dibromo-3-Chloropropane
pg/L
20.0
21.9
23.0
110
115
63-134
4.8
20.0
1,2-Dibromoethane
pg/L
20.0
21.8
22.2
109
111
77-135
1.8
20.0
Dibromomethane
pg/L
20.0
20.6
20.6
103
103
76-138
0.0
20.0
trans-1,4-Dichloro-2-butene
pg/L
20.0
17.0
17.1
85.0
85.5
70-130
0.5
20.0
1,2-Dichlorobenzene
pg/L
20.0
21.2
22.0
106
110
78-128
3.7
20.0
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
* QC Fail Date: 05/04/2023 10:48 AM Page 20 of 23
Page 119 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID:
Project Description:
Report No:
Smith & Gardner, Inc.
Surry County MSW
23-104-0100
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
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
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
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
* QC Fail
Date: 05/04/2023
10:48 AM
Page 21 of 23
Page 120
of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0100
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
Toluene-d8 (S) 97.2 98.6 77-123
Date: 05/04/2023 10:48 AM Page 22 of 23
Page 121 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
o
Waypoint
ANALYTICAL
Client ID: Smith & Gardner, Inc.
Project Description: Surry County MSW
Report No: 23-104-0100
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Quality Control Data
QC Prep: V32062 QC Analytical Batch(es): V32080,V32237
QC Prep Batch Method: SW-9056A (PREP) Analysis Method: 9056A
Analysis Description: Anions by Ion Chromatography
Lab Reagent Blank LRB-V32062 Matrix: AQU
Associated Lab Samples: 93735
Blank MDL MQL Analyzed
Parameter Units Result
Nitrate (NO3-N) pg/L <76.0 76.0 200 04/14/23 11:04
Sulfate pg/L <650 650 2000 04/14/23 11:04
Laboratory Control Sample LCS-V32062
Spike LCS LCS %Rec % Rec
Parameter Units Conc. Result Limits
Nitrate (NO3-N) pg/L
4000
4030
101
80-120
Sulfate pg/L
40000
40200
101
80-120
Matrix Spike & Matrix Spike Duplicate
V 93735-MS-V32062
V 93735-MSD-V32062
MS Spike
MSD MS Result
MSD
MS MSD %Rec Max
Parameter Units
Result Conc.
Spike
Result
%Rec %Rec Limits RPD RPD
Conc.
Nitrate (NO3-N) pg/L 158 4000 4000 4230 4230 102 102 80-120 0.0 20
Sulfate pg/L 24400 40000 40000 62400 62800 95.0 96.0 80-120 0.6 20
Date: 05/04/2023 10:48 AM Page 23 of 23
Page 122 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
(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: 23-104-0100
Shipping Method
0 Fed Ex 0 US Postal # Lab
0 UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
IRT15 2.0C
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 17:38:09
Page 123 of 126

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
This page intentionally left blank.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
CHAIN OF CUSTODY RECORD
Waypoint-PAGE
ANALYTICAL
OF �, QUOTE 0 TO ENSURE PROPER BILLING:
v r r 9606 5 (i n .t 0� 3 �jl
YES NO N/A
Samples INTACT upon arrival? %C
Received IN ICE?
Project Name:
—
449 Springbrook Road • Charlotte, NC 28217
Phone [phone] • Pax: 70411525-0409
Short Hold Analysis s NO UST Pro (Yes) (No)
y ) ( ) Project:
PROPER PRESERVATIVES indicated? —-
S h �GJ4rd TN
'Please ATTACH any project specific reporting (QC LEVEL 1 II III IV)
Received WITHIN HOLDING TIMES? -
��
Client Company Name: provisions and/ QC Req irementF
Report To/Contact Name: Dan; P A� ItU A i asM, r ci 1 �f A(. CUM
Invoice To: _
CUSTODY SEALS INTACT? r0
VOLATILES reed W/OUT HEADSPACE? —
Reporting Address: `� uy IU1 P-
Q t ; C7 i, N (. 1- 3
Address:
PROPER CONTAINERS used? -
TEMP: Therm I Observed% O •C /Core_•C
Phone: `11q` %)-f ds71 Fax (xes)(*:
bA ^' ? 1 @I&ffi i�` J ab� l fX(• (dn
Purchase Order No./Billing Reference_
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DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
This page intentionally left blank.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
Appendix C
Time Vs. Concentration Graphs
April 2023 Semi -Annual Monitoring Report
Surry County Landfill
NC Solid Waste Permit No. 86-06

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
This page intentionally left blank.

DocuSign Envelope ID: 9DE6076B-026B-4EED-9978-OC7CE2EDA7C1
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Benzene (Vinyl Chloride

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Date
(Alpha-hexachlorocyclohexane Benzene (Vinyl Chloride