7407_Pitt_C&DLandfillInc_CDLF_Phase1_ASD_FID1822429_20231207

ALTERNATE SOURCE
DEMONSTRATION REPORT
Closed Phase I Landfill
C&D Landfill, Inc.
Greenville, North Carolina
7407-CDLF-2001
Prepared for:
C&D Landfill, Inc.
801 Recycling Lane
Greenville, North Carolina 27834
Prepared by:
so/';i
w Oc2n
ELM Site Solutions, Inc.
P.O. Box 97607
Raleigh, North Carolina 27624
[phone]
December 2023

Closed Phase I Landfill
C&D Landfill, Inc.
Prepared for
C&D Landfill, Inc.
801 Recycling Lane
Greenville, North Carolina 27834
Prepared by:
ELM Site Solutions, Inc,
P.O.Box 975O7
Raleigh, North Carolina 27624
[phone]
Roland Norris, PE, RLG.RGK8
Senior Engineer

Table of Contents
Contents
ExecutiveSummary......................................................................................................................4
Section1 Introduction................................................................................................................... 6
1.1. Purpose......................................................................................................................6
1.2. Limitations.................................................................................................................. 6
Section 2 Conceptual Site Model..................................................................................................8
2.1. Source Conditions......................................................................................................8
2.2. Hydrogeology...........................................................................................................10
2.3. Nature and Extent of Metals.....................................................................................15
2.3.1 Soil..................................................................................................................16
2.3.2 Groundwater...................................................................................................19
Section3 Conclusions................................................................................................................21
Section4 References..................................................................................................................22
List of Tables
Table 1
Summary of Metals in Groundwater (Fall 2018 and Spring 2023)
Table 2
Summary of Soil Data
Table 3
Summary of Statistical Evaluations
List of Figures
Figure 1
Facility Location Map
Figure 2
Facility Topography
Figure 3
Coastal Plain Map
Figure 4a
Monitoring Well Network and Hydrogeologic Cross -Section Location Map
Figure 4b
Cross Section A -A'
Figure 4c
Cross section D-D'
Figure 5
Typical Shallow Aquifer Water Level Map
Figure 6
Vertical Hydrogeology Map
Figure 7
Hydraulic Head Map
Figure 8
Soil Sampling Locations (Metals in Native Soils)
Figure 9
Regional Sediment and Soil Data
Figure 10
Metals and Field Data (2023)
Appendices
Appendix A
Soil Sampling Work Plan and Data Summary
Appendix B
Laboratory Reports
Appendix C
Groundwater -Surface Water interaction Study Work Plan and Data Summary
Appendix D
Statistical Evaluation of Soil Data
Appendix E
Statistical Evaluation of Groundwater Data
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Executive Summary
On July 6, 2023, the North Carolina Department of Environmental Quality (NCDEQ),
Division of Waste Management (DWM) Solid Waste Section (SWS) issued a letter to
C&D Landfill, Inc. requiring an Alternate Source Demonstration (ASD) for the
recorded elevated inorganics in groundwater associated with the closed Phase 1
construction and demolition (C&D) debris landfill. The ASD is for dissolved -phase
metals and is to be completed following the NCDEQ SWS Guidelines for Alternate
Source Submittals (NCDENR, 2017). A technical analysis was prepared based on
compliance data collected from 2018 through 2023, site -specific background soil and
additional groundwater data collected in 2023, and public domain regional data. The
analysis resulted in the following physically based conceptual site model (CSM):
1. Source conditions: Phase 1 is an unlined C&D debris landfill, capped and
interspersed with native soils sourced from adjacent, Facility -owned borrow areas.
C&D waste is not known to contain a significant volume of metals as steel and
copper are generally removed for recycling value.
2. Hydrogeology: Phase 1 is in hydraulic communication with an unconfined shallow
aquifer, which is in hydraulic communication with surrounding surface water
drainage features that represent groundwater discharge zones.
3. Metals of interest (MOTs): Based on the aforementioned groundwater quality
compliance data, there are six metals (MOls) that consistently exceed their
respective 15A NCAC 2L Groundwater Standard or Interim Maximum Allowable
Concentration: arsenic, total chromium, cobalt, vanadium, iron, and manganese.
4. MOls in soil: Site -specific soil data was collected from former Phase 1 borrow
areas and areas located upgradient of Phase 1 (background soil), and from areas
located directly downgradient of Phase 1 (downgradient soil). Soil samples
contained MOls at concentrations that are consistent with regional levels reported
by the USGS. A statistical analysis comparing the background sample
concentrations with the downgradient sample concentrations indicted no
significant difference in mean MOI concentrations.
5. MOls in groundwater: The nature and extent of MOTs in groundwater and the
potential influence that Phase 1 has on dissolved phase metals were characterized
based on monitoring well compliance data, additional groundwater data collected
in 2023 and from soil data presented above. A statistical analysis was used to
compare the difference in mean concentrations between upgradient (background)
and downgradient groundwater data for each MOI. pH was also assessed given
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its effects on cationic metals mobility. Visual (box -and -whisker) and quantitative
comparative statistics show that there is an increase in the mean concentrations
for all MOTs and pH in downgradient data. However, 2023 groundwater data shows
that this increase is short-lived spatially.
The CSM and associated soil data demonstrate that the MOls are naturally sourced from
local soils. The CSM also demonstrates that elevated groundwater concentrations in the
immediate vicinity of the Phase 1 footprint is attributable to mechanically induced erosion
of the borrow soils used to operate and close Phase 1 when combined with precipitation
infiltration. While this is the case, groundwater data support the concept that once the
MOls are in groundwater, they re -adsorb on a short spatial scale thus resulting in de
minimis transport and dispersion.
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Section 1
Introduction
1.1. Purpose
On July 6, 2023, the North Carolina Department of Environmental Quality (NCDEQ),
Division of Waste Management (DWM) Solid Waste Section (SWS) issued a letter
regarding requirements for C&D Landfill, Inc.'s (C&D Landfill) Phase 1 closure
(Permit number 7407-CDLF-2001). One requirement outlined in the letter was that
an alternate source demonstration (ASD) for the recorded elevated inorganics in
groundwater (specifically, dissolved -phase metals) be completed following the SWS
Guidelines for Alternate Source Submittals (NCDENR, 2017).
This document is intended to meet this requirement by determining whether certain
metals detected in groundwater above their respective 15A NCAC 2L groundwater
standards (2L Standards) or Interim Maximum Allowable Concentrations (IMACs) are
due to naturally occurring metals or are sourced from anthropogenic materials.
1.2. Limitations
The analysis presented herein is based on the development of a physically based
conceptual site model (CSM) that connects observed groundwater quality conditions with
a characterization of natural and anthropogenic source conditions, hydrogeology, and
geochemistry. The CSM is derived from a weight of evidence made apparent by a review
the following data and documentation:
1. Semi-annual compliance monitoring reports for the Facility completed and issued
for the period between Fall 2018 and Spring 2023 (11 groundwater monitoring
events total). This ASD has compiled the data made available in these reports for
analysis.
2. Data made available from background soil sampling conducted in August 2023
according to a work plan developed for this work (Appendix A). Laboratory
reports are included as Appendix B.
3. Data made available from a groundwater and surface water interaction (GSI) study
conducted in September 2023 according a work plan developed for this work
(Appendix C). Laboratory reports are included as Appendix B
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4. Regional soil and sediment data made available by the USGS [National
Geochemical Database (usgs.gov)] and the NCDEQ (Geochemical Atlas of NC I
NCDEQ).
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Section 2
Conceptual Site Model
2.1. Source Conditions
C&D Landfill, located at 802 Recycling Lane, Greenville, North Carolina, operated and
closed a construction and demolition (C&D) debris landfill under Solid Waste Permit
#7407- CDLF- 2001. Current operations for Phase 2 are active under permit #7407-
CDLF- 2009. Phase 1 and Phase 2 are hereinafter referred to as the `Facility'. The
phases became operational in May 2001 and August 2009, respectively. It should be
noted that a large percentage of the contents of Phase 1 is Hurricane Floyd flood damage
debris from 1999 that resulted from the NCDEQ's request that C&D Landfill change their
permit from land clearing/inert debris to C&D in order to accept hurricane debris following
the storm.
The Facility is currently required by permit to submit semi-annual groundwater monitoring
reports to the SWS. Figure 1 provides a Facility Location Map. Phase 1 ceased accepting
waste in 2006 and entered final closure in late 2022. The Facility phases were developed
in two adjacent, non-contiguous, areas. Figure 2 depicts the natural and anthropogenic
topography for the Facility. Both areas were previously used for agricultural purposes
prior to being developed as landfills.
Phase 1 source conditions are characterized as follows:
1. In general, C&D debris is non -hazardous solid waste generated during the
construction, remodeling, repair or demolition of homes and buildings. Materials
included in the C&D debris generation estimates are wood products, drywall and
plaster, brick and clay tile, asphalt shingles, and concrete (Construction and
Demolition Debris: Material -Specific Data I US EPA). The most common metals,
steel and copper, are typically removed for recycling. Thus, metallic waste content
in C&D landfills is considered de minimis.
2. Phase 1 is unlined and capped with a native soil cover sourced from adjacent
borrow areas. Thus, it is hydraulically connected to the natural hydrogeologic
setting through precipitation infiltration.
3. In addition to the C&D waste, Phase 1 is interspersed with native soils sourced
from adjacent borrow areas. This process introduces metals associated with the
native soils into the fill volume.
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In summary, while metals content in C&D waste is considered de minimis, the fact that
the landfill is unlined and capped with native soils that potentially contain metals leads to
the potential of elevated metals content in Ieachate due to the alteration of resident water
chemistry (e.g., pH) and/or due to the mechanical disturbance of the borrow soil during
capping operation (i.e., change in surface area equivalent to a natural erosion process).
ghway
4
-Phase 2-1
�'
Phase 1
398
,r
1� -
I I'
I
0 2.000 4.000
R Feet
Figure 1 — Facility Location Map — C&D Landfill, Inc. Phase 1 and Phase 2 C&D debris landfills. Adapted from the 1979
USGS Grimesland, NC and Leggetts Crossroads, NC 7.5 Minute quadrangles
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AS
�41 e s F
Phase 2
t �70MSL
- '`, �r1. tic �C- —�- mil• ,�°_ � / \
♦♦ Phase 1
�. .� �, }_, ♦♦ —100' MSL
�' p ♦♦
_ ♦ I.
IN
} ♦ice •J
Figure 2 — Facility Topography - includes surrounding terrain topography (elevations feet above mean sea level) and
surface water features. The top elevation of the Phase 1 facility is approximately 100' above mean sea level (msl). The
surrounding natural topography range is approximately 18' to 10' msl
2.2. Hydrogeology
The Site is located within the Coastal Plain physiographic and geologic province of North
Carolina (Figure 3). It is underlain by the Yorktown Formation (Tpy), which is
characterized as stratified fluvial deposits containing layers or pockets of low permeability
and high permeability horizons. Site -specific boring logs (AMEC, 2017) confirm the
surficial deposits (uppermost aquifer) consist of poorly stratified sand and clay layers,
extending to depths varying between 12 to 30 feet. The upper sands are underlain by the
Yorktown Formation, presenting as a sticky silty clay, which is easily identified by a deep
green -gray color and a distinctive fossil -marker bed.
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Based on boring logs (AMEC, 2017), the Facility -specific hydrogeology is characterized
as a two -aquifer system (i.e., upper and lower sandy units separated by a clay confining
layer). Figure 4a provides the existing well locations and cross-section transects are
provided in Figure 4b and Figure 4c. Hydrologic Unit 1 (Aquifer Unit 1) is unconfined,
while Hydrologic Unit 2 (Aquifer Unit 2) is confined.
Horizontal groundwater flow in the upper aquifer is toward the southwest and Grindle
Creek, with water level contours that reflect the ground surface topography (Figure 5).
This implies that unconfined conditions prevail. The vertical component of flow is
illustrated in Figure 6 and Figure 7. Figure 6 shows the temporal trend at each nested
monitoring well set. The data show that the upper and lower aquifers are hydraulically
isolated, and that the upper aquifer is affected by groundwater mounding due to Phase
1 s topographic effect (also depicted on Figure 5). Figure 7 shows that groundwater
discharges to the surface water features that surround Phase 1.
In summary, Phase 1 is in hydraulic communication with an unconfined shallow aquifer
that is in hydraulic communication with surrounding surface water drainage features that
represent groundwater discharge zones.
_k
G
COASTAL PLAIN
Qt1A1rERNAFtY
SURFICIAL DEPOSITS. UNDIVIDED — Sond. clay. orovol. and ppoeet depo-
sited in marine. fluvial. eolian. and lacustrine "nv.rnnmr±ntr, C].iatnrnary
deposits not shown at altitudes greater than approximately 25 feet
above mean sea level (Suffolk Scarp. in part)
TERTIARY
Tp PINEMURST FORMATION — Sand. medium- to coarse -grained,
, cross-
bodding and rhythmic bads of clayoy sand common. unconcol.datod
Tt TERRACE DEPOSITS AND UPLAND SEDIMENT — Gravcl. c.layvy aar.al.
and sand. minor iror�oxida cemented sandstone
- WACCAMAW FORMATION — Fo99iliforous sand with silt and Goy.
hluiah-gray to tan. lnnapely c-nnnnlir1at&%41 StrAcicllssc Plwictr�r-wnw-
Pl.ocene boundary
Tpy YnRKTOWN FORMATION AND DUPLIN FORMATION_ UNDIVIDED
Yorktown Formation: Fossiliferous clay with varvina amounts of fine-
prained sand, bluish gray. shell material commonly concentrated in
enses: mainly in area north of Neuse River
Dupl.n Formation: Shelty, medium- to coarse-yro.nod sand, aandy mart.
Figure 3 — Coastal Plain Map — the Facility is located in the NC coastal plain and Yorktown Formation and Duplin
Formation, Undivided (NCTpy;11) (usgs.clovv)
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Figure 4a: Monitoring Well Network and Hydrogeologic Cross -Section Location Map. Monitoring well locations shown
(the "D"-series wells are screened in the deep confined aquifer; all other wells are screened in the shallow unconfined
aquifer)
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4 145A h1 "� 14Ci
SW-3
s ' MW-3
MW-3A
I
Figure 5 — Typical Shallow Aquifer Water Level Map — adapted from ELMSS, 2023, Figure 1. Data shown are from
the spring 2023 semi-annual monitoring event. Flow is generally to the southeast toward Grindel Creek
20
18
16
is
GSE = 14.3
i 12
10
- 6
� 6
-MW-laD
a
-MW-laS
0
20
IS
GSE = 19.4
16
14
: 10
to
6
i a
BMW-3D
1 2
-6333�-35
0
�'� \�+ \�, \•l \•� 'gyT, �T'M1
p 4 O �L p
18 GSE = 17.5
16
� Sa
g lz
0 Ak%—,Y
L 6
— 6 —MW-ID
3 4 —mesas
u 2
0
5��'S��~
.,Z
18 ua� = ia.c
i14
u
u
.Y 30
g
.�, 6 -MW�2D
a �MY. ?S
V 2
0
p b I - -
Figure 6 — Vertical Hydrogeology Map - shows temporal trend at each nested monitoring well set. The data show that
the upper and lower aquifers are hydraulically isolated, and that the upper aquifer is affected by groundwater mounding
due to Phase 1's topographic effect (also see Figure 5)
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Figure 7 — Hydraulic Head Map — difference across the groundwater -surface water interface (PZ-series locations). A
value of -999 indicates dry conditions at the time of sampling or otherwise, values indicate the head difference in feet
between groundwater and surface water, where a positive value indicates groundwater discharge to the surface water
(i.e., groundwater head is greater than the surface water elevation)
2.3. Nature and Extent of Metals
Table 1 below provides a summary of the dissolved -phase metals in groundwater data
compiled from the last 11 semi-annual groundwater monitoring reports (Fall 2018 through
Spring 2023). This table shows the following six metals consistently exceed their
respective groundwater standard:
• arsenic
• total chromium
• cobalt
• vanadium
• iron
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• manganese
While other metals sporadically exceed one or more limits, the six cited metals are
necessary and sufficient to make the ASD (hereinafter referred to as metals of interest
(MOI)).
Table 1 - Summary of Metals in Groundwater (Fall 2018 and Spring 2023). The six highlighted metals have a
significant number of detections above their respective groundwater quality standard (i.e., MOls for this ASD). Half
the detection limit is used for non -detects.
Metal
NC 2L
Groundw
Groundwater
Standard or
[MAC [ug/L]
number of
samples Fall 2013
samples
to Spring 2023
[ug/L]
median
[ug/L]
max
[ug/L]
%
samples
above
std
Antimony
1
235
0.21
0.14
9
2
Arsenic
10
235
8.01
2.6
86
23
Barium
700
235
216
132
879
4
Beryllium
4
226
0.06
0.05
0.49
0
Cadmium
2
220
0.06
0.04
0.48
0
Total Chromium
10
235
8.56
3
67
28
Cobalt
1
235
1.71
0.81
14
43
Copper
1000
235
0.89
0.45
11
0
Lead
15
229
0.28
0.1
6.8
0
Nickel
100
235
2.63
1.8
18
0
Selenium
20
229
1.66
0.7
27
0
Thallium
2
228
0.07
0.04
0.5
0
Tin
2000
228
2.05
0.025
275
0
Vanadium
7
235
5.07
2.8
48
20
Zinc
1000
234
5.44
2.2
227
0
Iron
300
212
9953
3401.5
60200
36
Manganese
1 50
212
1 339
1 222.5
1664
76
The relationship between the MOls detected in groundwater downgradient of Phase 1 is
derived from the data presented in the following subsections and from Facility related soil
and groundwater quality data discussed below.
2.3.1 Soil
The presence of MOls in native soils associated with the shallow aquifer was
characterized based on the soil sampling work plan presented in Appendix A. Figure 8
provides a Sample Location Map. Table 2 below provides a summary of the resulting
data. Representative samples were collected from three areas: background locations,
Phase 1 cover borrow areas (CSS-series) and upgradient of Phase 1 (USS-series), and
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downgradient of Phase 1 (DSS-series). Samples are representative of in situ conditions
except for CSS-4, which is native borrow soil that was used as Phase 1 cover material.
Table 2 - Summary of Soil Data. Data used to assess native background soil conditions (CSS- and USS-series) and
Dotential landfill -related soil impact downaradient of the landfill (DSS-series)
background soils [ug/kg]
location
As up
Cr up
Co up
V up
Fe up
Mn up
CSS-1
336
4,530
661
6,750
3,310,000
5,580
CSS-2
297
1,820
133
2,720
2,030,000
2,730
CSS-3
132
2,620
436
660
1,290,000
3,960
CSS-4
3,150
36,900
4,340
28,600
7,150,000
267,000
USS-1
135
3,620
277
5,030
1,560,000
6,510
USS-2
643
14,500
1,230
32,100
11,000,000
14,600
USS-3
139
3,010
343
4,350
1,120,000
9,830
USS-4
469
5,740
422
3,030
1,610,000
5,730
mean
669
9,099
930
11,036
3,633,750
39,499
median
342
4,100
429
5,890
1,820,000
6,120
max
3,150
36,900
4,340
32,100
11,000,000
267,000
downgradient soils [ug/kgl
location
As do
Cr do
CO do
V do
Fe do
Mn do
DSS-1
1,010
8,630
1,780
23,000
7,390,000
40,200
DSS-2
134
2,220
344
2,550
864,000
6,430
DSS-3
359
13,700
1,610
27,000
8,430,000
32,600
DSS-4
1 324
3,730
571
1 5,250
2,330,000
32,800
mean
532
7,070
1,076
14,450
4,753,500
23,008
median
592
6,130
1,091
14,125
4,860,000
32,700
max
1,010
13,700
1,780
27,000
8,430,000
40,200
Table 2 shows that the background soils contain significant concentrations of each of the
six MOTs. Appendix D provides the statistical analysis for each MOI (comparing the
means of the combined background and downgradient data) which shows no statistically
significant difference in the mean concentration of each MOI between background and
downgradient locations. Thus, the closed Phase 1 landfill has not significantly affected
soils located downgradient of the Facility.
Figure 9 compares Facility -specific mean MOI soil concentrations with regional sediment
and soil data made available by the USGS. Review of the data shows that the Facility -
specific MOI levels are consistent with regional MOI levels.
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Figure 8 — Soil Sampling Locations (Metals in Native Soils) - CSS-series locations are borrow soil areas used during
Phase 1 operation and closure, USS-series are located upgradient of Phase 1 and DSS are located downgradient of
Phase 1.
National Geochemical Database "
Geochemistry of rocks, sediments, soils, and concentrates from the National Geochemical Database. Primarily inorganic elemental
concentrations, most samples are of earth materials in the continental US and Alaska.
Sediment and Soil samples
use %2 MDL for ND
3 miles
Site soil MEAN mg/kg
As 0.6
Co 1.0
Cr 8.4
V 12.2
]'1
Metal
Value [mg/kg]
As
2.7
Co
2.5
Cr
64
V
14
O
NGDB sediment sample #C127194 (natural
exposure/outcrop)(uses.goy)
Metal Value [mg/kg]
As 4.4
NGDB soil sample #D119103 (usgs.gov) Co 2.5
Cr 30
0 V 70
NGD8 sediment sample #D527654 (unknown) (usgs.gov)
O Metal Value [mg/kg]
As 5.5
Co 17
Cr 75
Metal Value (mg/kg] V 94
As 4.7
CO 7
Cr 73 NGDB sediment sample #C143874 (surface) (usgs.gov)
V 59 O
Figure 9 — Regional Sediment and Soil Data - available from the National Chemical database [National Geochemical
Database (usgs.gov)] comparing regional values with Facility -specific values. The MOls are ubiquitous in the region.
Metal Value [mg/kg]
As 0.9
Co 1
Cr 7
V 14
NGDB sediment sample #C210866 (natural
exposure/outcrop) (usgs.eoy)
O
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2.3.2 Groundwater
The nature and extent of MOls in groundwater and the potential influence that Phase 1
has on dissolved phase metals are characterized based on the following data:
1. Monitoring well data made available from semi-annual events covering Fall
2018 through Spring 2023 (11 events).
2. Groundwater data from the GSI study conducted in September 2023
(Appendix C).
3. Soil data presented in Section 2.3.1.
Appendix E presents a statistical analysis where upgradient (background) and
downgradient groundwater data are compared for meaningful statistical difference in
mean groundwater concentration for each MOI. In addition, because mobilization of
metals is affected by pH, as may be affected by landfill content, this field parameter is
also assessed. The analysis includes the following:
• Box and whisker plots for each well and MOI for visual assessment of spatial trend.
• Comparative statistics on the combined background and downgradient data for
each MOI including testing for normal distribution and testing for similarity of mean
background and downgradient concentration.
Except for the Spring 2018 event, sample turbidity is generally below the target value of
10 Nephelometric Turbidity Units (NTUs). Regardless, a correlation between metals
content and turbidity is not apparent from the data.
Table 3 provides a summary of the statistical evaluations presented in Appendix E.
Table 3 — Summary of Statistical Evaluations
mol
Statistically significant difference in the mean
Arsenic
Yes -
higher downgradient
Chromium
Yes -higher
downgradient
Cobalt
Yes -
higher downgradient
Vanadium
Yes -
higher downgradient
Iron
Yes -higher
downgradient
Manganee
Yes -
higher downgradient
Field Parameter
Statistically significant difference in the mean
pH
Yes -
higher downgradient
It is noted that metal cations are mobilized by lowering the pH. As noted previously, the
fill material is interspersed and capped with locally sourced native soils that contain
significant levels of the MOTs. The mechanical process of excavating and placing the soils
tends to decrease the grain size, increase the surface area, and increase the potential for
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metals mobilization. Figure 10 shows that the metals content in groundwater rapidly
decreases as it moves downgradient and discharges to surface water (data presented
are from the groundwater -surface water interaction study work plan presented in
Appendix C). Combining these data implies that metal content in groundwater is local to
the Phase 1 footprint and it is sourced from an erosionary process.
�' • L
ug/
.PZ•1 � 0" •T J AS CrFV
t,z O N9b^/125 53 50 1 3.9 1 31
MV/13 10 5.4 3.4 1 4
fig., r MW14S 19 35 2.9 13
PZ2 9 30 3.2 5
�,. PZ3 0.25 0.44 1 3
PZ4 17 17 2.5 5
PZ5 0.39 1.9 0.26 7 77
.�a►z Std 10 10 1 7
6 t SpeeHle aasoNed x a n
MW165 Turbidity Reduction
Sample ID pH (SU) Conductivity Oxygen
(uS(cm) (NTU) Img�) Potential
MW-12S 690 3609 07 007 169
GW flow MW-13 641 1892 NM 022 -417
MW.14S 680 3305 88 006 .144
PZ-2 657 3326 06 017 -121
r.ry u5� MW-tt PZ.3 547 161 21 161 196
PZ -S
vW. ' PZ 7 • PZ-4 697 3141 31 050 116
r� , Mw a PZ-5 5.38 1381 13 044 55 0
Figure 10 — Metals and Field Data (2023) — recorded as part of the groundwater -surface water interaction study
(Appendix C).
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Section 3
Conclusions
The CSM and associated soil data demonstrate that the MOTs are naturally sourced from
local soils. The CSM also demonstrates that elevated groundwater concentrations in the
immediate vicinity of the Phase 1 footprint is attributable to mechanically induced erosion
of the borrow soils used to operate and close Phase 1 when combined with precipitation
infiltration. While this is the case, groundwater data support the concept that once the
MOls are in groundwater, they re -adsorb on a short spatial scale thus resulting in de
minimis transport and dispersion.
Closed Phase I Landfill 21 Alternate Source Demonstration Report
C&D Landfill, Inc. December 2023

Appendices
Closed Phase I Landfill Alternate Source Demonstration Report
C&D Landfill, Inc. December 2023

Appendix A
Soil Sampling Work Plan and Data
Summary
Closed Phase I Landfill Alternate Source Demonstration Report
C&D Landfill, Inc. December 2023

Soil Sampling Work Plan for Alternate Source Demonstration
C&D Landfill, Inc., Greenville, NC
August 2023
Project Description
The Phase I landfill at the C&D Landfill, Inc. facility (Site) began operations in 2001 and ceased
accepting waste in 2006. The landfill is unlined and accepted construction and demolition (C&D)
debris, which was periodically covered with native soil obtained from local borrow pits (see Figure
1). The borrow soil is from the same geologic formation (i.e., surficial deposits) that is potentially
affecting shallow groundwater at the Site. The metals that exceed applicable standards in
groundwater are: arsenic, cobalt, chromium, vanadium, iron, and manganese. Total organic
carbon (TOC) will also be analyzed. This work plan details the proposed soils background study.
The data generated will be used in concert with groundwater data to complete an Alternate Source
Demonstration (ASD) and support the Corrective Actions proposed for Phase I landfill closure.
Objectives
The primary objective of this investigation is to collect and analyze soil samples to determine the
background distribution of naturally occurring metals using the guidelines published by the
NCDEQ Inactive Hazardous Sites Branch (IHSB).
Procedures
Field work will be conducted according to Appendix B.4 of the NCDEQ IHSB Guidelines for
Assessment and Cleanup of Contaminated Sites' and the EPA Operating Procedure for Soil
Sampling (August 21, 2014)2.
As per the cited Guidelines, Site -specific background soil samples will be collected to establish
natural metals concentrations. Samples will be located away from roadways, railways, parking
areas and other potential sources of contamination. Because natural metals concentrations can
be variable in space, multiple samples will be collected in different representative areas not
affected by the Site. A total of 12 samples will be collected from the representative areas shown
in Figure 1.
The areas to be sampled include:
1. The specific borrow areas, where soils were used as cover soils during Phase I operation.
2. Soils located directly upgradient of Phase I.
' North Carolina Department of Environmental Quality (NCDEQ), Inactive Hazardous Sites Branch (IHSB). January,
2020. Guidelines for Assessment and Cleanup of Contaminated Sites. North Carolina Department of Environmental
Quality, Division of Waste Management, Superfund Section, Raleigh NC 27603.
2 U.S. Environmental Protection Agency (EPA). August 21, 2014. SESD Operating Procedure: Soil Sampling,
SESDPROC-300-R3, Soil Sampling (300) _AF.R3, Region 4, Science and Ecosystem Support Division, Athens, GA.

3. Soils located directly downgradient of Phase I.
Background soil samples will be collected from depths and soil types that are representative of
the same soils that are potentially affected by the Site.
Samples will be collected using industry standard procedures and as specified in the Field
Methodology section below. To achieve the required metals detection limits protective of
unrestricted use, EPA Method 6020B will be used. Samples will be delivered to a certified NC
laboratory in supplied bottles using applicable Chain -of -Custody procedures. Samples will be
cooled to <60 C and submitted by courier or overnight shipment to the selected laboratory. One
duplicate sample will be included for quality control.
Field Methodology
Field personnel will approximate each of the 12 locations shown on Figure 1, record the location
using Google Maps (in decimal degrees to 5 decimal places), clear biological detritus from the
sample location surface, and collect a sample visually representative of the formation at a depth
of approximately 6 to 12 inches. A field decontaminated stainless steel scoop, trowel, or hand
auger will be used to collect each sample. Each sample will be placed in the laboratory supplied
container and placed in a cooler with ice for shipment to the laboratory for analysis. As noted
above, one duplicate sample will be collected and submitted to the laboratory for analysis. Field
procedures, GPS coordinates, and other relevant information will be recorded in the field log book.
Since this field procedure is the collection of unimpacted environmental samples, the equipment
is not expected to be grossly contaminated. Therefore, the following field decontamination
procedure will be
1. Wipe off excess debris from the equipment;
2. Rinse the equipment with potable water;
3. Wash the equipment in a Liquinox/water solution;
4. Rinse the equipment with deionized or distilled water; and
5. Let equipment air dry before collecting the next sample.
Data Analysis
The laboratory results will be verified prior to its use in data evaluation. Holding times, sample
condition, temperature, and other information collected during sign in will be used to assess
overall sample condition. Laboratory reports will be inspected for reported variances during
analysis. Group quality control will be used to assess precision and accuracy of the data. The
relative percent deviation will be calculated for the duplicate sample to assess accuracy.
The background soil data will be combined with background groundwater data to compare against
Site -related groundwater concentrations to draw conclusions on the role of natural background
concentrations on groundwater quality. The ASD will follow the guidelines provided in the NC
Solid Waste Section Guidelines for Alternate Source Demonstration Submittals for Solid Waste
Management Facilities, July 2017.

Figure 1 — General areas where background samples will be collected.

Appendix B
Laboratory Reports
Closed Phase I Landfill Alternate Source Demonstration Report
C&D Landfill, Inc. December 2023

Waypointo
ANALYTICAL
10/3/2023
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville, NC, 27858
Ref: Analytical Testing
Lab Report Number: 23-258-0035
Client Project Description: C&D Landfill, Inc.
Dear Ann Baynor:
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/15/2023 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,
11-Z �
Jamie Corporaal
Laboratory 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 21

0
Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca 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
07/31/2024
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2024
South Carolina
State Program
99012
12/31/2023
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
06/30/2024
Florida
State Program
- NELAP
E871157
06/30/2024
Georgia
State Program
C044
11/14/2025
Georgia
State Program
04015
06/30/2024
Illinois
State Program
- NELAP
200078
10/31/2024
Kentucky
State Program
80215
06/30/2024
Kentucky
State Program
KY90047
12/31/2023
Louisiana
State Program
- NELAP
LA037
12/31/2023
Louisiana
State Program
- NELAP
04015
06/30/2024
Mississippi
State Program
MS
11/14/2025
North Carolina
State Program
47701
07/31/2024
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
06/30/2024
Virginia
State Program
- NELAP
460181
09/14/2024
Page 1 of 1 00016/23-258-0035
Page 2 of 21

Waypoint. (2) 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointana lyti ca I som
Sample Summary Table
Report Number: 23-258-0035
Client Project Description: C&D Landfill, Inc.
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
Method
Lab ID
95416
CSS-1
Solids
09/05/2023 16:00
09/15/2023 14:30
95416
CSS-1
Solids
09/05/2023 16:00
09/15/2023 14:30
6020B
WP MTN
95417
CSS-2
Solids
09/05/2023 16:30
09/15/2023 14:30
95417
CSS-2
Solids
09/05/2023 16:30
09/15/2023 14:30
6020E
WP MTN
95418
CSS-3
Solids
09/05/2023 17:00
09/15/2023 14:30
95418
CSS-3
Solids
09/05/2023 17:00
09/15/2023 14:30
6020E
WP MTN
95419
CSS-4
Solids
09/06/2023 09:50
09/15/2023 14:30
95419
CSS-4
Solids
09/06/2023 09:50
09/15/2023 14:30
6020E
WP MTN
95420
USS-1
Solids
09/06/2023 09:50
09/15/2023 14:30
95420
USS-1
Solids
09/06/2023 09:50
09/15/2023 14:30
6020E
WP MTN
95421
USS-1-DUP
Solids
09/06/2023 09:50
09/15/2023 14:30
95421
USS-I-DUP
Solids
09/06/2023 09:50
09/15/2023 14:30
6020E
WP MTN
95422
USS-2
Solids
09/06/2023 10:20
09/15/2023 14:30
95422
USS-2
Solids
09/06/2023 10:20
09/15/2023 14:30
6020E
WP MTN
95423
USS-3
Solids
09/06/2023 10:50
09/15/2023 14:30
95423
USS-3
Solids
09/06/2023 10:50
09/15/2023 14:30
6020E
WP MTN
95424
USS-4
Solids
09/06/202311:00
09/15/2023 14:30
95424
USS-4
Solids
09/06/2023 11:00
09/15/2023 14:30
6020E
WP MTN
95425
DSS-1
Solids
09/06/2023 13:10
09/15/2023 14:30
95425
DSS-1
Solids
09/06/2023 13:10
09/15/2023 14:30
6020E
WP MTN
95426
DSS-2
Solids
09/06/2023 14:30
09/15/2023 14:30
95426
DSS-2
Solids
09/06/2023 14:30
09/15/2023 14:30
6020E
WP MTN
95427
DSS-3
Solids
09/06/2023 14:50
09/15/2023 14:30
95427
DSS-3
Solids
09/06/2023 14:50
09/15/2023 14:30
6020E
WP MTN
95428
DSS-4
Solids
09/06/2023 14:10
09/15/2023 14:30
95428
DSS-4
Solids
09/06/2023 14:10
09/15/2023 14:30
6020B
WP MTN
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 21

Waypointo
ANALYTICAL
Client: Waypoint Analytical - Greenville
Project: C&D Landfill, Inc.
Lab Report Number: 23-258-0035
Date: 9/26/2023
449 5pringhrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
CASE NARRATIVE
Metals Analyses Method 6020B
Sample 95425 (DSS-1)
Analyte: Arsenic
QC Batch No: 1-706090/1-705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425 (DSS-1)
Analyte: Chromium
QC Batch No: 1-706090/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Chromium
QC Batch No: 1-706347/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Iron
QC Batch No: 1-706347/1-705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Manganese
QC Batch No: 1-706090/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Manganese
QC Batch No: 1-706347/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Vanadium
QC Batch No: 1-706090/1-705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Page 4 of 21

Waypointo
ANALYTICAL
449 5pringhrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Sample 92883
Analyte: Iron
QC Batch No: 1-706090/1-705846
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Page 5 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95416
Sample ID: CSS-1
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/ 5/ 2023 16:00
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
19.7
%
1
09/18/2316:37
CNC
SW-DRYWT
Arsenic
0.386
mg/Kg - dry
0.311
5
09/21/23 21:46
CPW
6020B
Chromium
4.58
mg/Kg - dry
0.311
5
09/21/23 21:46
CPW
6020B
Cobalt
0.661
mg/Kg - dry
0.311
5
09/21/23 21:46
CPW
6020B
Iron
3310
mg/Kg - dry
31.1
5
09/21/23 21:46
CPW
6020B
Manganese
5.58
mg/Kg - dry
0.311
5
09/21/23 21:46
CPW
6020B
Vanadium
6.75
mg/Kg - dry
1.56
5
09/21/23 21:46
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 6 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95417
Sample ID: CSS-2
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/ 5/ 2023 16:30
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
5.91
%
1
09/18/2316:37
CNC
SW-DRYWT
Arsenic
0.297
mg/Kg - dry
0.266
5
09/21/23 21:50
CPW
6020B
Chromium
1.82
mg/Kg - dry
0.265
5
09/21/23 21:50
CPW
6020B
Cobalt
<0.265
mg/Kg - dry
0.265
5
09/21/23 21:50
CPW
6020B
Iron
2030
mg/Kg - dry
26.6
5
09/21/23 21:50
CPW
6020B
Manganese
2.78
mg/Kg - dry
0.265
5
09/25/23 16:17
CPW
6020B
Vanadium
2.72
mg/Kg - dry
1.33
5
09/21/23 21:50
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 7 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95418
Sample ID: CSS-3
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/ 5/ 2023 17:00
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
5.36
%
1
09/18/2316:37
CNC
SW-DRYWT
Arsenic
<0.264
mg/Kg - dry
0.264
5
09/21/23 21:54
CPW
6020B
Chromium
2.62
mg/Kg - dry
0.264
5
09/21/23 21:54
CPW
6020B
Cobalt
0.436
mg/Kg - dry
0.264
5
09/21/23 21:54
CPW
6020B
Iron
1290
mg/Kg - dry
26.4
5
09/21/23 21:54
CPW
6020B
Manganese
3.96
mg/Kg - dry
0.264
5
09/21/23 21:54
CPW
6020B
Vanadium
<1.32
mg/Kg - dry
1.32
5
09/21/23 21:54
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 8 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95419
Sample ID: CSS-4
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/6/2023 9:50
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
10.4
%
1
09/26/2316:50
CNC
SW-DRYWT
Arsenic
3.15
mg/Kg - dry
0.279
5
09/29/23 15:47
CPW
6020B
Chromium
36.9
mg/Kg - dry
0.279
5
09/29/23 15:47
CPW
6020B
Cobalt
4.34
mg/Kg - dry
0.279
5
09/29/23 15:47
CPW
6020B
Iron
7150
mg/Kg - dry
112
20
10/02/23 17:14
CPW
6020B
Manganese
267
mg/Kg - dry
0.279
5
09/29/23 15:47
CPW
6020B
Vanadium
28.6
mg/Kg - dry
1.40
5
09/29/23 15:47
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 9 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95420
Sample ID: USS-1
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/6/2023 9:50
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
7.34
%
1
09/18/2316:37
CNC
SW-DRYWT
Arsenic
<0.270
mg/Kg - dry
0.270
5
09/21/23 21:58
CPW
6020B
Chromium
3.62
mg/Kg - dry
0.269
5
09/21/23 21:58
CPW
6020B
Cobalt
0.277
mg/Kg - dry
0.269
5
09/21/23 21:58
CPW
6020B
Iron
1560
mg/Kg - dry
27.0
5
09/21/23 21:58
CPW
6020B
Manganese
6.51
mg/Kg - dry
0.269
5
09/21/23 21:58
CPW
6020B
Vanadium
5.03
mg/Kg - dry
1.35
5
09/21/23 21:58
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 10 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95421
Sample ID: USS-I-DUP
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/6/2023 9:50
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
7.45
%
1
09/18/2316:37
CNC
SW-DRYWT
Arsenic
0.330
mg/Kg - dry
0.270
5
09/21/23 22:02
CPW
6020B
Chromium
4.33
mg/Kg - dry
0.270
5
09/21/23 22:02
CPW
6020B
Cobalt
0.331
mg/Kg - dry
0.270
5
09/21/23 22:02
CPW
6020B
Iron
2090
mg/Kg - dry
27.0
5
09/21/23 22:02
CPW
6020B
Manganese
7.59
mg/Kg - dry
0.270
5
09/21/23 22:02
CPW
6020B
Vanadium
6.90
mg/Kg - dry
1.35
5
09/21/23 22:02
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 11 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95422
Sample ID: USS-2
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/ 6/ 2023 10:20
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
17.1
%
1
09/18/2316:37
CNC
SW-DRYWT
Arsenic
0.643
mg/Kg - dry
0.302
5
09/21/23 22:14
CPW
6020B
Chromium
14.5
mg/Kg - dry
0.301
5
09/21/23 22:14
CPW
6020B
Cobalt
1.23
mg/Kg - dry
0.301
5
09/21/23 22:14
CPW
6020B
Iron
11000
mg/Kg - dry
121
20
09/22/23 17:10
CPW
6020B
Manganese
14.6
mg/Kg - dry
0.301
5
09/21/23 22:14
CPW
6020B
Vanadium
32.1
mg/Kg - dry
1.51
5
09/21/23 22:14
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 12 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95423
Sample ID: USS-3
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/ 6/ 2023 10:50
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
9.88
%
1
09/18/2316:37
CNC
SW-DRYWT
Arsenic
<0.277
mg/Kg - dry
0.277
5
09/21/23 22:18
CPW
6020B
Chromium
3.01
mg/Kg - dry
0.277
5
09/21/23 22:18
CPW
6020B
Cobalt
0.343
mg/Kg - dry
0.277
5
09/21/23 22:18
CPW
6020B
Iron
1120
mg/Kg - dry
27.7
5
09/21/23 22:18
CPW
6020B
Manganese
9.83
mg/Kg - dry
0.277
5
09/21/23 22:18
CPW
6020B
Vanadium
4.35
mg/Kg - dry
1.39
5
09/21/23 22:18
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 13 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95424
Sample ID: USS-4
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/ 6/ 2023 11:00
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
19.2
%
1
09/18/2316:37
CNC
SW-DRYWT
Arsenic
0.469
mg/Kg - dry
0.309
5
09/21/23 22:22
CPW
6020B
Chromium
5.74
mg/Kg - dry
0.309
5
09/21/23 22:22
CPW
6020B
Cobalt
0.422
mg/Kg - dry
0.309
5
09/21/23 22:22
CPW
6020B
Iron
1610
mg/Kg - dry
30.9
5
09/21/23 22:22
CPW
6020B
Manganese
5.73
mg/Kg - dry
0.309
5
09/21/23 22:22
CPW
6020B
Vanadium
8.08
mg/Kg - dry
1.55
5
09/21/23 22:22
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 14 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95425
Sample ID: DSS-1
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/ 6/ 2023 13:10
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
10.5
%
1
09/18/2316:37
CNC
SW-DRYWT
Arsenic
1.01
mg/Kg - dry
0.279
5
09/21/23 22:26
CPW
6020B
Chromium
8.63
mg/Kg - dry
1.12
20
09/22/23 17:14
CPW
6020B
Cobalt
1.78
mg/Kg - dry
0.279
5
09/21/23 22:26
CPW
6020B
Iron
7390
mg/Kg - dry
112
20
09/22/23 17:14
CPW
6020B
Manganese
40.2
mg/Kg - dry
1.12
20
09/22/23 17:14
CPW
6020B
Vanadium
23.0
mg/Kg - dry
1.40
5
09/21/23 22:26
CPW
6020E
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 15 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95426
Sample ID: DSS-2
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/ 6/ 2023 14:30
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
6.49
%
1
09/18/2316:37
CNC
SW-DRYWT
Arsenic
<0.267
mg/Kg - dry
0.267
5
09/21/23 23:03
CPW
6020B
Chromium
2.22
mg/Kg - dry
0.267
5
09/21/23 23:03
CPW
6020B
Cobalt
0.344
mg/Kg - dry
0.267
5
09/21/23 23:03
CPW
6020B
Iron
864
mg/Kg - dry
26.7
5
09/21/23 23:03
CPW
6020B
Manganese
6.43
mg/Kg - dry
0.267
5
09/21/23 23:03
CPW
6020B
Vanadium
2.55
mg/Kg - dry
1.34
5
09/21/23 23:03
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 16 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95427
Sample ID: DSS-3
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/ 6/ 2023 14:50
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
13.2
%
1
09/18/2316:37
CNC
SW-DRYWT
Arsenic
0.859
mg/Kg - dry
0.288
5
09/21/23 23:07
CPW
6020B
Chromium
13.7
mg/Kg - dry
0.288
5
09/21/23 23:07
CPW
6020B
Cobalt
1.61
mg/Kg - dry
0.288
5
09/21/23 23:07
CPW
6020B
Iron
8430
mg/Kg - dry
115
20
09/22/23 17:38
CPW
6020B
Manganese
32.6
mg/Kg - dry
0.288
5
09/21/23 23:07
CPW
6020B
Vanadium
27.0
mg/Kg - dry
1.44
5
09/21/23 23:07
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 17 of 21

WavDdibnto
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95428
Sample ID: DSS-4
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
Project C&D Landfill, Inc.
Information :
REPORT OF ANAL YSIS
Report Date : 10/03/2023
Received : 09/15/2023
4-(� �r�
Jamie Corporaal
Laboratory Project Manager
Matrix: Solids
Sampled: 9/ 6/ 2023 14:10
Test
Results
Units
MQL
DF
Date / Time
Analyzed
By
Analytical
Method
Moisture
9.58
%
1
09/18/2316:37
CNC
SW-DRYWT
Arsenic
0.324
mg/Kg - dry
0.276
5
09/21/23 23:11
CPW
6020B
Chromium
3.73
mg/Kg - dry
0.276
5
09/21/23 23:11
CPW
6020B
Cobalt
0.571
mg/Kg - dry
0.276
5
09/21/23 23:11
CPW
6020B
Iron
2330
mg/Kg - dry
27.6
5
09/21/23 23:11
CPW
6020B
Manganese
32.8
mg/Kg - dry
0.276
5
09/21/23 23:11
CPW
6020B
Vanadium
5.25
mg/Kg - dry
1.38
5
09/21/23 23:11
CPW
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 18 of 21

WayPAoint.
NALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 00435
Customer Name: Waypoint Analytical - Greenville
Report Number: 23-258-0035
Shipping Method
0 Fed Ex 0 US Postal # Lab
0 UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
IRT15 2.8C
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
N/A
Trip Blanks received with VOAs
0 Yes
0 No
N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
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: Sample 95419 not received, client notified via email 9/18/23. Sample received in
good condition 9/26/23 10:00 @ 1.9C.
Signature: Oamie Corporaal ] Date & Time: 09/18/2023 10:16:12
Page 19 of 21

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•
Waypoint..
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
October 25, 2023
ELM Site Solutions, Inc.
Thomas Taylor, PG
1904 Twin Lake Drive
Holly Springs, NC 27540
RE: Analytical Results for C&D Landfill September 2023 Soil Sampling Event
Mr. Taylor:
Attached are the analytical results from the September 2023 soil samples.
PHONE [phone]
FAX [phone]
Please feel free to contact us if you have any questions or need additional information.
Sincerely,
Waypoint Analytical
Ron Boquist
General Manager

Waypoint.
ANALYTICAL
10/13/2023
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Or
Greenville, NC, 27858
Ref: Analytical Testing
Lab Report Number: 23-258-0035
Client Project Description: C&D Landfill
Dear Ann Baynor:
449.Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/15/2023 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,
Jamie Corporeal
Laboratory 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 26

Waypoint,,
ANALYTICAL
449 sprin&brook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalyUcal.com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, INC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2024
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2024
South Carolina
State Program
99012
12/31/2023
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
06/30/2024
Florida
State Program - NELAP
E871157
06/30/2024
Georgia
State Program
C044
11/14/2025
Georgia
State Program
04015
06/30/2024
Illinois
State Program - NELAP
200078
10/31/2024
Kentucky
State Program
80215
06/30/2024
Kentucky
State Program
KY90047
12/31/2023
Louisiana
State Program - NELAP
LA037
12/31/2023
Louisiana
State Program - NELAP
04015
06/30/2024
Mississippi
State Program
MS
11/14/2025
North Carolina
State Program
47701
07/31/2024
North Carolina
State Program
415
12/31/2023
Pennsylvania
State Program - NELAP
68-03195
05/31/2024
South Carolina
State Program
84002
06/30/2024
Tennessee
State Program
02027
11/14/2025
Texas
State Program - NELAP
T104704180
09/30/2024
Virginia
State Program
00106
06/30/2024
Virginia
State Program - NELAP
460181
09/14/2024
Page i of 1 00016/23-258-0035
Page 2 of 26

•: 0,
Waypoint „
ANALYTICAL
Sample
Report Number: 23-258-0035
Client Project Description: C&D Landfill
449 Springbrook Rd, Charlotte, .5 28217
Main 704.529.6364
www.waypointanalytical.com
Summary Table
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
Method
Lab
ID
95416
CSS-1
Solids
09/05/2023 16:00
09/15/2023 14:30
95416
CSS-1
Solids
09/05/2023 16:00
09/15/2023 14:30
6020E
WP MTN
95417
CSS-2
Solids
09/05/2023 1630
09/15/2023 14:30
95417
CSS-2
Solids
09/05/2023 16:30
09/15/2023 14:30
6020E
WP
MTN
95418
CSS-3
Solids
09/05/2023 17:00
09/15/2023 14:30
95418
CSS-3
Solids
09/05/2023 17:00
09/15/2023 14:30
6020B
WP
MTN
95419
CSS-4
Solids
09/06/2023 09:50
09/15/2023 14:30
95419
CSS-4
Solids
09/06/2023 09:50
09/15/2023 14:30
6020B
WP
MTN
95420
USS-1
Solids
09/06/2023 09:50
09/15/2023 14:30
95420
USS-1
Solids
09/06/2023 09:50
09/15/2023 14:30
6020E
WP
MTN
95421
USS-1-DUP
Solids
09/06/2023 09:50
09/15/2023 14:30
95421
USS-I-DUP
Solids
09/06/2023 09:50
09/15/2023 14:30
6020B
WP
MTN
95422
USS-2
Solids
09/06/202310:20
09/15/2023 14:30
95422
USS-2
Solids
09/06/2023 10:20
09/15/2023 14:30
6020B
WP
MTN
95423
USS-3
Solids
09/06/2023 10:50
09/15/2023 14:30
95423
USS-3
Solids
09/06/2023 10:50
09/15/2023 14:30
6020B
WP
MTN
95424
USS-4
Solids
09/06/2023 11:00
09/15/2023 14:30
95424
USS-4
Solids
09/06/2023 11:00
09/15/2023 14:30
6020E
WP
MTN
95425
DSS-1
Solids
09/06/2023 13:10
09/15/2023 14:30
95425
DSS-1
Solids
09/06/2023 13:10
09/15/2023 14:30
6020B
WP
MTN
95426
DSS-2
Solids
09/06/2023 14:30
09/15/2023 14:30
95426
DSS-2
Solids
09/06/2023 14:30
09/15/2023 14:30
6020E
WP
MTN
95427
DSS-3
Solids
09/06/2023 14:50
09/15/2023 14:30
95427
DSS-3
Solids
09/06/2023 14:50
09/15/2023 14:30
6020B
WP
MTN
95428
DSS-4
Solids
09/06/2023 14:10
09/15/2023 14:30
95428
DSS-4
Solids
09/06/2023 14:10
09/15/2023 14:30
6020E
WP
MTN
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 26

Waypoint-
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Client: Waypoint Analytical - Greenville CASE NARRATIVE
Project: C&D Landfill
Lab Report Number: 23-258-0035
Date: 10/12/2023
Revised Report
This is a revised report replacing the report issued on 10/3/23 and reflecting the addition of Silver, Barium,
Beryllium, Cadmium, Copper, Nickel, Lead, Antimony, Selenium, Thallium, and Zinc to each sample by method
6020B.
Metals Analyses Method 6020B
Sample 95426(DSS-1)
Analyte: Arsenic
QC Batch No: 1-706090/1-705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425(DSS-1)
Analyte: Barium
QC Batch No: 1-706090/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425(DSS-1)
Analyte: Barium
QC Batch No: 1-706347/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Barium
QC Batch No: 1-709155/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Barium
QC Batch No: 1-709471/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Barium
QC Batch No: 1-709531/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Chromium
Page 4 of 26

Wa Ypoint.G
ANALYTICAI,
449 Springbrook Rd, Charlotte, NC 28217
Main 764.529.6364
www,waypointa na lytical.co m
QC Batch No: L706090IL705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Chromium
QC Batch No: 1-706347/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Copper
QC Batch No: 1-706090/1-705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425 (DSS-1)
Analyte: Copper
QC Batch No: 1-709155/1-705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425 (DSS-1)
Analyte: Copper
QC Batch No: L709471/L705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425(DSS-1)
Analyte: Iron
QC Batch No: 1-706347/1-705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Manganese
QC Batch No: 1-706090/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425(DSS-1)
Analyte: Manganese
QC Batch No: 1-706347/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425(DSS-1)
Analyte: Nickel
QC Batch No: 1-706090/1-705843
Page 5 of 26

Waypoint..
ANALYTICAL,
449 Springbrook Rd, Charlotte, NC 29217
Main 704.529.6364
www.waypointanalytical.com
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425 (DSS-1)
Analyte: Nickel
QC Batch No: 1-7091551705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425 (DSS-1)
Analyte: Nickel
QC Batch No: L709471/1-705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425 (DSS-1)
Analyte: Lead
QC Batch No: L706090/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Lead
QC Batch No: 1-709155/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Lead
QC Batch No: 1-709471/1-705843
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95425 (DSS-1)
Analyte: Antimony
QC Batch No: L706090IL705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425(DSS-1)
Analyte: Antimony
QC Batch No: L709155/L705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425 (DSS-1)
Analyte: Antimony
QC Batch No: 1-709471/1-705843
Page 6 of 26

Waypoint-0
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6964
www,wayoointa nalytica l.com
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425 (DSS-1)
Analyte: Selenium
QC Batch No: 1-706090/1-705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425 (DSS-1)
Analyte: Selenium
QC Batch No: 1-709155/1-705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425 (DSS-1)
Analyte: Selenium
QC Batch No: 1-709471/1-705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95425 (DSS-1)
Analyte: Vanadium
QC Batch No: 1-706090/1-705843
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 92883
Analyte: Silver
QC Batch No: 1-706090/1-705846
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 92883
Analyte: Barium
QC Batch No: 1-706090/1-705846
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 92883
Analyte: Beryllium
QC Batch No: 1-706090/1-705846
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Page 7 of 26

Waypoint
ANALYTICAL
449Springbrook Rd, Charlotte, NC 28217
Main 704.529,6364
www.waypointa nalytica Isom
Sample 92883
Analyte: Copper
QC Batch No: 1-706090/1-705846
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 92883
Analyte: Iron
QC Batch No: L706090/1-705846
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 92883
Analyte: Lead
QC Batch No: 1-706090/1-705846
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 92883
Analyte: Antimony
QC Batch No: L706347/L705846
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 92883
Analyte: Zinc
QC Batch No: 1-706090/1-705846
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix Interference is suspected.
Sample 95419 (CSS4)
Analyte: Arsenic
QC Batch No: 1-707915/1-707346
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95419 (CSS-4)
Analyte: Barium
QC Batch No: 1-707915/1-707346
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95419 (CSS-4)
Analyte: Cobalt
QC Batch No: 1-707915I1-707346
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95419 (CSSA)
Page 8 of 26

Waiypoint
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Analyte: Chromium
QC Batch No: L707915/1-707346
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95419 (CSS4)
Analyte: Copper
QC Batch No: L709323IL707346
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95419 (CSS-4)
Analyte: Iron
QC Batch No: 1-708292/1-707346
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A dilution test
was performed and passed quality control acceptance ranges. No matrix interference is suspected.
Sample 95419 (CSS-4)
Analyte: Manganese
QC Batch No: L707915/1-707346
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95419 (CSS-4)
Analyte: Nickel
QC Batch No: 1-709323/1-707346
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95419 (CSS-4)
Analyte: Lead
QC Batch No: 1-707915/1-707346
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Sample 95419 (CSS4)
Analyte: Antimony
QC Batch No: 1-709323/1-707346
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95419 (CSS4)
Analyte: Vanadium
QC Batch No: 1-707915/1-707346
The matrix spike and/or the matrix spike duplicate was outside quality control acceptance ranges. A post
digestion spike was performed and passed quality control acceptance ranges. No matrix interference is
suspected.
Sample 95419 (CSS-4)
Analyte: Zinc
QC Batch No: 1-709323/1-707346
Page 9 of 26

Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 29217
Main 704.529.6364
www.waypointanalytical.com
The matrix spike, matrix spike duplicate and the dilution test were all outside of the quality control acceptance
ranges. Matrix interference is suspected.
Page 10 of 26

Q.)
Waypo ntw.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-258-0035
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www,waypointana lyrical.com
C&D Landfill
REPORT OFANALYSIS
Report Date : 10/13/2023
Received : 09/15/2023
Lab No : 95416
Sample ID : CSS-1
Matrix: Solids
Sampled: 9/5/2023 16:00
Test
Results
Units
MQL
DF
Date l Time
By
Analytical
Analyzed
Method
Moisture
19.7
%
1
09/18/2316:37
CNC
SW-DRYWT
Antimony
<0311
mg/Kg - dry
0.311
5
09/21/23 21:46
JTR
6020E
Arsenic
0.386
mg/Kg - dry
0.311
5
09/21/23 21:46
CPW
6020E
Barium
7.30
mg/Kg - dry
0.311
5
09/21/23 21:46
JTR
6020E
Beryllium
<0.311
mg/Kg - dry
0.311
5
09/21/23 21:46
T-R
6020E
Cadmium
<0.311
mg/Kg - dry
0.311
5
09/21/23 21:46
JTR
6020B
Chromium
4.58
mg/Kg - dry
0.311
5
09/21/23 21:46
CPW
6020E
Cobalt
0.661
mg/Kg - dry
0.311
5
09/21/23 21:46
CPW
6020B
Copper
1.49
mg/Kg - dry
0.311
5
09/21/23 21:46
JTR
6020B
Iron
3310
mg/Kg - dry
31.1
5
09/21/23 21:46
CPW
6020E
Lead
2.53
mg/Kg - dry
0.311
5
09/21/23 21:46
JTR
6020E
Manganese
5.58
mg/Kg - dry
0.311
5
09/21/23 21:46
CPW
6020B
Nickel
1.79
mg/Kg - dry
0.311
5
09/21/23 21:46
JTR
6020B
Selenium
<0311
mg/Kg - dry
0.311
5
09/21/23 21:46
JTR
6020B
Silver
<0.311
mg/Kg - dry
0.311
5
09/21/23 21:46
JTR
6020E
Thallium
<0.311
mg/Kg - dry
0.311
S
09/21/23 21:46
JTR
6020B
Vanadium
6.75
mg/Kg - dry
1.56
5
09/21/23 21:46
CPW
6020E
Zinc
3.81
mg/Kg - dry
3.11
5
09/21/23 21:46
JTR
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 11 of 26

(2)
17
Waypointw 449 5pringFyrook Rd, Charlotte,Main 704.5arlotte, 28264
.529,6364
ANALYTICAL www.waypointanalytical.com
00435
Waypolnt Analytical - Greenville Project C&D Landfill
Ann Baynor Report Date : 10/13/2023
114 Oakmont Or Information : Received : 09/15/2023
Greenville , NC 27858
Report Number:23-258-0035 REPORT OPANAL YSIS
Lab No : 95417
Sample ID : CSS-2
Matrix: Solids
Sampled: 9/5/2023 16:30
Test
Results
Units
MQL
DF
Date / Tlme
By
Analytical
Analyzed
Method
Moisture
5.91
%
1
09/18/2316:37
CNC
SW-DRYWT
Antimony
<0.266
mg/Kg - dry
0.266
5
09/21/23 21:50
JTR
6020B
Arsenic
0.297
mg/Kg - dry
0.266
5
09/21/23 21:50
CPW
6020B
Barium
3.14
mg/Kg - dry
0.265
5
09/21/23 21:50
JTR
6020B
Beryllium
<0.266
mg/Kg - dry
0.266
5
09/21/23 21:50
JTR
6020E
Cadmium
<0.266
mg/Kg - dry
0.266
5
09/21/23 21:50
JTR
6020E
Chromium
1.82
mg/Kg - dry
0.265
5
09/21/23 21:50
CPW
6020B
Cobalt
<0.265
mg/Kg - dry
0.265
5
09/21/23 21:50
CPW
6020E
Copper
0.492
mg/Kg - dry
0,266
5
09/21/23 21:50
JTR
6020B
Iron
2030
mg/Kg - dry
26.6
5
09/21/23 21:50
CPW
6020E
Lead
1.08
mg/Kg - dry
0.266
5
09/21/23 21:50
JTR
6020E
Manganese
2.78
mg/Kg - dry
0.265
5
09/25/23 16:17
CPW
6020B
Nickel
0.610
mg/Kg - dry
0.266
5
09/21/23 21:50
JTR
6020B
Selenium
<0.265
mg/Kg - dry
0.265
5
09/21/23 21:50
JTR
6020B
Silver
<0.266
mg/Kg - dry
0.266
5
09/21/23 21:50
JTR
6020E
Thallium
<0.266
mg/Kg - dry
0.266
5
09/21/23 21:50
]TR.
6020E
Vanadium
2.72
mg/Kg - dry
1.33
5
09/21/23 21:50
CPW
6020B
Zinc
<2.66
mg/Kg - dry
2.66
5
09/21/23 21:50
JTR
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quan0tation Limit
Page 12 of 26

WaypointY
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-258-0035
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529,6364
www,way pointana lytica l.com
C&D Landfill
REPORT OFANAL YSIS
Report Date : 10/13/2023
Received : 09/15/2023
Lab No : 95418
Sample ID : CSS-3
Matrix: Solids
Sampled: 9/5/2023 17:00
Test
Results
Units
MOL
DF
Date/Time
By
Analytical
Analyzed
Method
Moisture
5.36
%
1
09/18/2316:37
CNC
SW-DRYWT
Antimony
<0.264
mg/Kg - dry
0.264
5
09/21/23 21:54
JTR
6020B
Arsenic
<0.264
mg/Kg - dry
0.264
5
09/21/23 21:54
CPW
6020E
Barium
3.60
mg/Kg - dry
0.264
5
09/21/23 21:54
JTR
6020B
Beryllium
<0.264
mg/Kg - dry
0.264
5
09/21/23 21:54
JTR
6020B
Cadmium
<0.264
mg/Kg - dry
0.264
5
09/21/23 21:54
JTR
6020E
Chromium
2.62
mg/Kg - dry
0.264
5
09/21/23 21:54
CPW
6020B
Cobalt
0.436
mg/Kg - dry
0.264
5
09/21/23 21:54
CPW
6020B
Copper
0.653
mg/Kg - dry
0.264
5
10/11/23 19:23
CPW
6020E
Iron
1290
mg/Kg - dry
26.4
5
09/21/23 21:54
CPW
6020E
Lead
1.22
mg/Kg - dry
0.264
5
09/21/23 21:54
JTR
6020E
Manganese
3.96
mg/Kg - dry
0.264
5
09/21/23 21:54
CPW
6020B
Nickel
0.929
mg/Kg - dry
0,264
5
09/21/23 21:54
JTR
6020E
Selenium
<0.264
mg/Kg - dry
0.264
5
09/21/23 21:54
ITR
6020E
Silver
<0.264
mg/Kg - dry
0.264
5
09/21/23 21:54
TFR
60208
Thalllum
<0.264
mg/Kg - dry
0.264
5
09/21/23 21:54
JTR
6020B
Vanadium
<1.32
mg/Kg - dry
1.32
5
09/21/23 21:54
CPW
6020E
Zinc
3.06
mg/Kg - dry
2.64
5
09/21/23 21:54
JTR
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quandtatlon Limit
Page 13 of 26

Waypointro
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information :
Greenville , NC 27858
Report Number : 23-258-0035
449 5pringbrook Rd, Charlotte, NC28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill
REPORT OFANALYSIS
Report Date : 10/13/2023
Received : 09/15/2023
Lab No : 95419
Sample ID : C55-4
Matrix:
Sampled:
Solids
9/6/2023 9:50
Test
Results
Units
MDL
DF
Date/Time
By
Analytical
Analyzed
Method
Moisture
10.4
%
1
09/26/2316:50
CNC
SW-DRYWT
Antimony
<0.279
mg/Kg
- dry
0.279
5
09/29/23 15:47
JTR
6020E
Arsenic
3.15
mg/Kg
- dry
0.279
5
09/29/23 15:47
CPW
6020B
Barium
58.1
mg/Kg
- dry
0,279
5
09/29/23 15:47
CPW
6020E
Beryllium
0.855
mg/Kg
- dry
0.279
5
09/29/23 15:47
JTR
6020B
Cadmium
<0.279
mg/Kg
- dry
0.279
5
09/29/23 15:47
CPW
6020E
Chromium
36.9
mg/Kg
- dry
0.279
5
09/29/23 15:47
CPW
6020B
Cobalt
4.34
mg/Kg
- dry
0.279
5
09/29/23 15:47
CPW
6020B
Copper
19.4
mg/Kg
- dry
0.279
5
09/29/23 15:47
JTR
6020E
Iron
7150
mg/Kg
- dry
112
20
10/02/23 17:14
CPW
6020E
Lead
11.6
mg/Kg
- dry
0.279
5
09/29/23 15:47
CPW
6020E
Manganese
267
mg/Kg
- dry
0.279
5
09/29/23 15:47
CPW
6020B
Nickel
9.68
mg/Kg
- dry
0.279
5
09/29/23 15:47
TrR
6020E
Selenium
0.808
mg/Kg
- dry
0.279
5
09/29/23 15:47
CPW
6020E
Silver
<0.279
mg/Kg
- dry
0.279
5
09/29/23 15:47
6020E
Thallium
<0.279
mg/Kg
- dry
0,279
5
09/29/23 15:47
JTR
6020E
Vanadium
28.6
mg/Kg
- dry
1.40
5
09/29/23 15:47
CPW
6020E
Zinc
52.0
mg/Kg
- dry
2.79
5
09/29/23 15:47
JTR
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 14 of 26

Q.
Wa Ypontw
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill
Report Date : 10/13/2023
Received : 09/15/2023
Report Number :23-258-0035 REPORT OFANAL YSH
Lab No : 95420 Matrix: Solids
Sample ID : USS-1 Sampled: 9/6/2023 9:50
Test
Results
Units
MQL
OF
Date/Time
Analyzed
By
Analytical
Method
Moisture
7.34
%
1
09/18/2316:37
CNC
SW-DRYWT
Antimony
<0.270
mg/Kg - dry
0.270
5
09/21/23 21:58
JTR
6020E
Arsenic
<0.270
mg/Kg - dry
0.270
5
09/21/23 21:58
CPW
6020E
Barium
9.11
mg/Kg - dry
0.269
5
09/21/23 21:58
JTR
6020E
Beryllium
<0.270
mg/Kg - dry
0.270
5
09/21/23 21:58
JTR
6020B
Cadmium
<0.270
mg/Kg - dry
0.270
5
09/21/23 21:58
JTR
6020B
Chromium
3.62
mg/Kg - dry
0.269
5
09/21/23 21:58
CPW
6020E
Cobalt
0.277
mg/Kg - dry
0.269
5
09/21/23 21:58
CPW
6020B
Copper
0.989
mg/Kg - dry
0.270
5
09/21/23 21:58
JTR
6020B
Iron
1560
mg/Kg - dry
27.0
5
09/21/23 21:58
CPW
6020E
Lead
2.98
mg/Kg -dry
0.270
5
09/21/23 21:58
JTR
6020E
Manganese
6.51
mg/Kg - dry
0.269
5
09/21/23 21:58
CPW
6020B
Nickel
0.935
mg/Kg - dry
0.270
5
09/21/23 21:58
JTR
6020E
Selenium
<0.269
mg/Kg - dry
0.269
5
09/21/23 21:58
JTR
6020B
Silver
<0.270
mg/Kg - dry
0.270
5
09/21/23 21:58
JTR
6020B
Thalllum
<0.270
mg/Kg - dry
0.270
5
09/21/23 21:58
JTR
6020E
Vanadium
5.03
mg/Kg - dry
1.35
5
09/21/23 21:58
CPW
6020E
Zinc
<2.70
mg/Kg - dry
2.70
5
09/21/23 21:58
JTR
6020E
Qualifiers/ OF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 15 of 26

WaY po nt.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-258-0035
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www,waypointana lytica l.com
C&D Landfill
REPORT OFANALY575
Report Date : 10/13/2023
Received : 09/15/2023
Lab No : 95421
Sample ID: USS-I-DUP
Matrix: Solids
Sampled: 9/6/2023 9:50
Test
Results
Units
MOL
OF
Date ITime
By
Analytical
Analyzed
Method
Moisture
7.45
%
1
09/18/2316:37
CNC
SW-DRYWT
Antimony
<0.270
mg/Kg - dry
0.270
5
09/21/23 22:02
JTR
6020B
Arsenic
0.330
mg/Kg - dry
0.270
S
09/21/23 22:02
CPW
6020E
Barium
11.0
mg/Kg - dry
0.270
5
09/21/23 22:02
JTR
6020E
Beryllium
<0.270
mg/Kg - dry
0.270
5
09/21/23 22:02
TrR
6020E
Cadmium
<0.270
mg/Kg - dry
0.270
5
09/21/23 22:02
JTR
6020E
Chromium
4.33
mg/Kg - dry
0.270
5
09/21/23 22:02
CPW
6020E
Cobalt
0.331
mg/Kg - dry
0.270
5
09/21/23 22:02
CPW
6020E
Copper
1.37
mg/Kg - dry
0.270
5
09/21/23 22:02
JTR
6020E
Iron
2090
mg/Kg - dry
27.0
5
09/21/23 22:02
CPW
6020B
Lead
3.76
mg/Kg -dry
0.270
5
09/21/23 22:02
JTR
6020B
Manganese
7.59
mg/Kg - dry
0.270
5
09/21/23 22:02
CPW
6020E
Nickel
1.03
mg/Kg - dry
0.270
5
09/21/23 22:02
JTR
6020E
Selenium
<0.270
mg/Kg - dry
0.270
5
09/21/23 22:02
JTR
6020E
Silver
<0.270
mg/Kg - dry
0,270
5
09/21/23 22:02
JTR
6020E
Thallium
<0.270
mg/Kg - dry
0.270
5
09/21/23 22:02
JTR
6020B
Vanadium
6.90
mg/Kg - dry
1.35
5
09/21/23 22:02
CPW
6020E
Zinc
3.30
mg/Kg - dry
2.70
5
09/21/23 22:02
JTR
6020E
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 16 of 26

Waypont.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill
Report Date : 10/13/2023
Received : 09/15/2023
Report Number:23-258-0035 REPORT OFANAL YSIS
Lab No : 95422 Matrix: Solids
Sample ID : USS-2 Sampled: 9/6/2023 10:20
Test
Results
Units
MQL
DF
Date/Time
Analyzed
By
Analytical
Method
Moisture
17.1
%
1
09/18/2316:37
CNC
SW-DRYWT
Antimony
<0.302
mg/Kg
- dry
0.302
5
09/21/23 22:14
JTR
6020B
Arsenic
0.643
mg/Kg
- dry
0.302
5
09/21/23 22:14
CPW
6020B
Barium
17.9
mg/Kg
- dry
0.301
5
09/21/23 22:14
JTR
6020E
Beryllium
<0.302
mg/Kg
- dry
0.302
5
09/21/23 22:14
JTR
6020B
Cadmium
<0.302
mg/Kg
- dry
0.302
5
09/21/23 22:14
JTR
6020E
Chromium
14.5
mg/Kg
- dry
0.301
5
09/21/23 22:14
CPW
6020E
Cobalt
1.23
mg/Kg
- dry
0.301
5
09/21/23 22:14
CPW
6020E
Copper
1.68
mg/Kg
- dry
0.302
5
09/21/23 22:14
TTR
6020E
Iron
11000
mg/Kg.-dry
121
20
09122/2317:10
CPW
6020E
Lead
8.81
mg/Kg
- dry
0.302
5
09/21/23 22:14
JTR
6020B
Manganese
14.6
mg/Kg
- dry
0.301
5
09/21/23 22:14
CPW
6020B
Nickel
3.11
mg/Kg
- dry
0.302
5
09/21/23 22:14
JTR
6020E
Selenium
0.363
mg/Kg
- dry
0.301
5
09/21/23 22:14
JTR
6020E
Silver
<0.302
mg/Kg
- dry
0.302
5
09/21/23 22:14
JTR
6020B
Thalllum
<0.302
mg/Kg
- dry
0.302
5
09/21/23 22:14
JTR
6020E
Vanadium
32.1
mg/Kg
- dry
1.51
5
09/21/23 22:14
CPW
60208
Zinc
7.10
mg/Kg
- dry
3.02
5
09/21/23 22:14
JTR
6020E
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantltation Limit
Page 17 of 26

9 0.
WaY- oint.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypolntanalytical.com
C&D Landfill
Report Date : 10/13/2023
Received : 09/15/2023
Report Number: 23-258-0035 REPORT OFANAL YSIS
Lab No : 95423 Matrix: Solids
Sample ID : USS-3 Sampled: 9/6/2023 10:50
Test
Results
Units
MOL
OF
Date l Time
Analyzed
By
Analytical
Method
Moisture
9.88
%
1
09/18/2316:37
CNC
SW-DRYWF
Antimony
<0.277
mg/Kg - dry
0.277
5
09/21/23 22:18
TrR
6020E
Arsenic
<0.277
mg/Kg - dry
0.277
5
09/21/23 22:18
CPW
6020B
Barium
13.8
mg/Kg - dry
0,277
5
09/21/23 22:18
JTR
6020B
Beryllium
<0.277
mg/Kg - dry
0.277
5
09/21/23 22:18
TTR
6020E
Cadmium
<0.277
mg/Kg - dry
0.277
5
09/21/23 22:18
JrR
6020B
Chromium
3.01
mg/Kg - dry
0.277
5
09/21/23 22:18
CPW
6020E
Cobalt
0.343
mg/Kg - dry
0.277
5
09/21/23 22:18
CPW
6020E
Copper
0.757
mg/Kg - dry
0.277
5
09/21/23 22;18
TFR
6020E
Iron
1120
mg/Kg - dry
27.7
5
09/21/23 22:18
CPW
6020B
Lead
4.12
mg/Kg - dry
0.277
5
09/21/23 22:18
JiR
6020E
Manganese
9.83
mg/Kg - dry
0.277
5
09/21/23 22:18
CPW
6020B
Nickel
1.28
mg/Kg - dry
0.277
5
09/21/23 22:18
JTR
6020E
Selenium
<0.277
mg/Kg - dry
0.277
5
09/21/23 22:18
JrR
6020E
Silver
<0.277
mg/Kg - dry
0.277
5
09/21/23 22:18
JiR
6020B
Thallium
<0.277
mg/Kg - dry
0.277
5
09/21/23 22:18
JTR
6020B
Vanadium
4.35
mg/Kg - dry
1.39
5
09/21/23 22:18
CPW
6020B
Zinc
3.51
mg/Kg - dry
2.77
5
09/21/23 22:18
JTR
6020E
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 18 of 26

Wa O0 (2). 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
waypoint.
www,waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill
Ann Gaynor Report Date : 10/13/2023
114 Oakmont Dr Information : Received : 09/15/2023
Greenville , NC 27858
Report Number : 23-258-0035
Lab No : 95424
Sample ID: USS-4
REPORT OFANAL YSIS
Matrix:
Sampled:
Solids
9/6/2023 11:00
Test
Results
Units
MOL
DF
Date/Time
By
Analytical
Analyzed
Method
Moisture
19.2
%
1
09/18/2316:37
CNC
SW-DRYWT
Antimony
<0309
mg/Kg - dry
0.309
5
09/21/23 2222
JTR
6020B
Arsenic
0.469
mg/Kg - dry
0.309
5
09/21/23 22:22
CPW
6020B
Barium
15.5
mg/Kg - dry
0.309
5
09/21/23 22:22
JTR
6020B
Beryllium
<0.309
mg/Kg - dry
0.309
5
09/21/23 22:22
JTR
6020B
Cadmium
<0.309
mg/Kg - dry
0.309
5
09/21/23 22:22
JTR
6020E
Chromium
5.74
mg/Kg - dry
0.309
5
09/21/23 22:22
CPW
6020B
Cobalt
0.422
mg/Kg - dry
0.309
5
09/21/23 22:22
CPW
6020B
Copper
1.03
mg/Kg - dry
0.309
5
09/21/23 22:22
JTR
6020E
Iron
1610
mg/Kg - dry
30.9
5
09/21/23 22:22
CPW
6020E
Lead
6.34
mg/Kg - dry
0.309
5
09/21/23 22:22
JTR
6020B
Manganese
5.73
mg/Kg - dry
0.309
5
09/21/23 22:22
CPW
6020E
Nickel
1.62
mg/Kg - dry
0.309
5
09/21/23 22:22
JTR
6020B
Selenium
0.420
mg/Kg - dry
0.309
5
09/21/23 22:22
JTR
6020E
Silver
<0.309
mg/Kg - dry
0.309
5
09/21/23 22:22
JTR
6020B
Thallium
<0.309
mg/Kg - dry
0.309
5
09/21/23 22:22
JTR
6020E
Vanadium
8.08
mg/Kg - dry
1.55
5
09/21/23 22:22
CPW
6020E
Zinc
4.34
mg/Kg - dry
3.09
S
09/21/23 22:22
JTR
6020E
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quanbtation Limlt
Page 19 of 26

Y
449 Springbrook Rd, Charlotte, NC 28217
Waypoint,� Main 704.529.6364
ANALYTICAL www.waypointanalytfcal.com
00435
Waypoint Analytical - Greenville Project C&D Landfill
Ann Baynor Report Date : 10/13/2023
114 Oakmont Dr Information: Received : 09/15/2023
Greenville , NC 27858
Report Number: 23-258-0035
Lab No : 95425
Sample ID : DSS-1
REPORT OFANALYSIS
Matrix: Solids
Sampled: 9/6/202313:10
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Moisture
10.5
%
1
09/18/2316:37
CNC
SW-DRYWT
Antimony
<1.12
mg/Kg - dry
1.12
20
09/22/23 17:14
JTR
6020B
Arsenic
1.01
mg/Kg - dry
0.279
5
09/21/23 22:26
CPW
6020B
Barium
36.1
mg/Kg - dry
0.279
5
09/21/23 22:26
JTR
6020E
Beryllium
<0.279
mg/Kg - dry
0.279
5
09/21/23 22:26
JTR
6020B
Cadmium
<0.279
mg/Kg - dry
0.279
5
09/21/23 22:26
JTR
6020E
Chromium
8.63
mg/Kg - dry
1.12
20
09/22/23 17:14
CPW
6020B
Cobalt
1.78
mg/Kg - dry
0.279
5
09/21/23 22:26
CPW
6020E
Copper
3.45
mg/Kg - dry
0.279
5
09/21/23 22:26
HR.
6020E
Iron
7390
mg/Kg - dry
112
20
09/22/23 17:14
CPW
6020B
Lead
7.24
mg/Kg - dry
0.279
5
09/21/23 22:26
JTR
6020B
Manganese
40.2
mg/Kg - dry
1.12
20
09/22/23 17:14
CPW
6020E
Nickel
4.40
mg/Kg - dry
0.279
5
09/21/23 22:26
JTR
6020E
Selenium
0.535
mg/Kg - dry
0.279
5
09/21/23 22:26
JTR
6020B
Silver
<0.279
mg/Kg - dry
0.279
5
09/21/23 22:26
TR
6020E
Thallium
<0.279
mg/Kg - dry
0,279
5
09/21/23 22:26
JTR
6020E
Vanadium
23.0
mg/Kg - dry
1.40
5
09/21/23 22:26
CPW
6020E
Zinc
13.5
mg/Kg - dry
2.79
5
09/21/23 22:26
JTR
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quandtation Limit
Page 20 of 26

r
Waypoint.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-258-0035
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalyVcal.com
C&D Landfill
REOORr OFANALYSIS
Report Date : 10/13/2023
Received : 09/15/2023
Lab No : 95426
Sample ID : DSS-2
Matrix: Solids
Sampled: 9/6/2023 14:30
Test
Results
Units
MOL
OF
Date / Time
By
Analytical
Analyzed
Method
Moisture
6.49
%
1
09/18/2316:37
CNC
SW-DRYWT
Antimony
<0.267
mg/Kg - dry
0.267
5
09/21/23 23:03
JTR
6020B
Arsenic
<0.267
mg/Kg - dry
0.267
5
09/21/23 23:03
CPW
6020E
Barium
6.99
mg/Kg - dry
0.267
5
09/21/23 23:03
JTR
6020B
Beryllium
<0.267
mg/Kg - dry
0,267
5
09/21/23 23:03
JTR
6020B
Cadmium
<0.267
mg/Kg - dry
0.267
5
09/21/23 23:03
JTR
6020B
Chromium
2.22
mg/Kg - dry
0.267
5
09/21/23 23:03
CPW
6020E
Cobalt
0.344
mg/Kg - dry
0,267
5
09/21/23 23:03
CPW
6020E
Copper
0.576
mg/Kg - dry
0.267
5
09/21/23 23:03
JTR
6020B
Iron
864
mg/Kg - dry
26.7
5
09/21/23 23:03
CPW
6020E
Lead
2.45
mg/Kg - dry
0.267
5
09/21/23 23:03
JTR
6020B
Manganese
6.43
mg/Kg - dry
0.267
5
09/21/23 23:03
CPW
6020E
Nickel
0.986
mg/Kg - dry
0.267
5
09/21/23 23:03
JTR
6020E
Selenium
<0.267
mg/Kg - dry
0,267
5
09/21/23 23:03
JTR
6020B
Silver
<0.267
mg/Kg - dry
0.267
5
09/21/23 23:03
JTR
6020E
Thallium
<0.267
mg/Kg - dry
0.267
5
09/21/23 23:03
JTR
6020E
Vanadium
2.55
mg/Kg - dry
1.34
5
09/21/23 23:03
CPW
6020E
Zinc
<2.67
mg/Kg - dry
2.67
5
09/21/23 23:03
JTR
6020B
Qualifiers/ OF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 21 of 26

(2.)
Waypoint 4495pringbrook Rd, Charlotte, .5 28364
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill
Ann Baynor Report Date : 10/13/2023
114 Oakmont Dr Information : Received : 09/15/2023
Greenville , NC 27858
Report Number: 23-258-0035
Lab No : 95427 Y
Sample ID : DSS-3
REPORT OFANALYSIS
Matrix: Solids
Sampled: 9/6/2023 14:50
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Method
Moisture
13.2
%
1
09/18/2316:37
CNC
SW-DRYWT
Antimony
<0.288
mg/Kg - dry
0.288
5
09/21/23 23:07
JTR
6020E
Arsenic
0.859
mg/Kg - dry
0.288
5
09/21/23 23:07
CPW
6020B
Barium
29.7
mg/Kg - dry
0.288
5
09/21/23 23:07
JTR
6020E
Beryllium
0.326
mg/Kg - dry
0.288
5
09/21/23 23:07
JTR
6020E
Cadmium
<0.288
mg/Kg - dry
0.288
5
09/21/23 23:07
JTR
6020E
Chromium
13.7
mg/Kg - dry
0.288
5
09/21/23 23:07
CPW
6020E
Cobalt
1.61
mg/Kg - dry
0.288
5
09/21/23 23:07
CPW
6020E
Copper
3.33
mg/Kg - dry
0.288
5
09/21/23 23:07
JTR
6020E
Iron
8430
mg/Kg - dry
115
20
09/22/23 17:38
CPW
6020E
Lead
7.89
mg/Kg - dry
0.288
5
09/21/23 23:07
JTR
6020E
Manganese
32.6
mg/Kg - dry
0.288
5
09/21/23 23:07
CPW
6020B
Nickel
4.78
mg/Kg - dry
0.288
5
09/21/23 23:07
JTR
6020E
Selenium
0.498
mg/Kg - dry
0.288
5
09/21/23 23:07
JTR
6020B
Silver
<0.288
mg/Kg - dry
0.288
5
09/21/23 23:07
JTR
6020E
Thallium
<0.288
mg/Kg - dry
0.288
5
09/21/23 23:07
JTR
6020B
Vanadium
27.0
mg/Kg - dry
1.44
5
09/21/23 23:07
CPW
6020B
Zinc
11.5
mg/Kg - dry
2.88
5
09/21/23 23:07
JTR
6020E
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 22 of 26

WaY- ointy�
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number: 23-258-0035
449 Springbrook Rd, Charlotte, NC28217
Main 704.529.6364
www.waypointana lytica Isom
C&D Landfill
REPORT OFANAL YSIS
Report Date : 10/13/2023
Received : 09/15/2023
Lab No : 95428
Sample ID: DSS-4
Matrix: Solids
Sampled: 9/6/2023 14:10
Test
Results
Units
MDL
DF
Date/Time
By
Analytical
Analyzed
Method
Moisture
9.58
%
1
09/18/2316:37
CNC
SW-DRYWT
Antimony
<0.276
mg/Kg - dry
0.276
5
09/21/23 23:11
JTR
6020E
Arsenic
0.324
mg/Kg - dry
0.276
5
09/21/23 23:11
CPW
6020E
Badum
13.3
mg/Kg - dry
0.276
5
09/21/23 23:11
JTR
6020B
Beryllium
<0.276
mg/Kg -dry
0.276
5
09/21/23 23:11
JTR
6020B
Cadmium
<0.276
mg/Kg - dry
0.276
5
09/21/23 23:11
JTR
6020B
Chromium
3.73
mg/Kg - dry
0.276
5
09/21/23 23:11
CPW
6020B
Cobalt
0.571
mg/Kg - dry
0.276
5
09/21/23 23:11
CPW
6020B
Copper
1.04
mg/Kg -dry
0.276
5
09/21/23 23:11
JTR
6020B
Iron
2330
mg/Kg - dry
27.6
5
09/21/23 23:11
CPW
6020E
Lead
4.00
mg/Kg - dry
0.276
5
09/21/23 23:11
JTR
6020E
Manganese
32.8
mg/Kg - dry
0.276
5
09/21/23 23:11
CPW
6020E
Nickel
1.45
mg/Kg - dry
0.276
5
09/21/23 23:11
JTR
6020B
Selenium
0.372
mg/Kg - dry
0.276
5
09/21/23 23:11
JTR
6020E
Silver
<0.276
mg/Kg - dry
0.276
5
09/21/23 23:11
JTR
6020E
Thallium
<0.276
mg/Kg - dry
0.276
5
09/21/23 23:11
JTR
6020B
Vanadium
5.25
mg/Kg - dry
1.38
5
09/21/23 23:11
CPW
6020B
Zinc
4.34
mg/Kg - dry
2.76
5
09/21/23 23:11
JTR
6020B
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 23 of 26

(20
Way point.
ANALYTICAL
449Springbrook Rd, Charlotte, NC 28217
Maln 704.529.6364
www.waypolntanalytical.com
Shipment Receipt Form
Customer Number: 00435
Customer Name: Waypoint Analytical -Greenville
Report Number: 23.258-0035
Shipping Method
0 Fed Ex Q US Postal * Lab
Q UPS Q Client Q Courier
Q Other:
Thermometer ID:
I
IRT15 2.8C j
Shipping container/cooler uncompromised?
Qi Yes
Q No
Number of coolers/boxes received
r 1'
Custody seats intact on shipping container/cooler?
0 Yes
Q No
Not Present
Custody seals intact on sample bottles?
Q Yes
Q No
Q Not Present
Chain of Custody (COC) present?
0 Yes
O No
COC agrees with sample label(s)?
0 Yes
O No
COC properly completed
QQ Yes
0 No
Samples in proper containers?
Yes
O No
Sample containers intact?
Yes
O No
Sufficient sample volume for indicated test(s)?
QQ Yes
Q No
All samples received within holding time?
Yes
O No
Cooler temperature in compliance?
QQ Yes
O No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes
Q No
Water - Sample containers properly preserved
Yes
O No
Q N/A
Water - VOA vials free of headspace
Q Yes
O No
N/A
Trip Blanks received with VOAs
Q Yes
Q No
N/A
Soil VOA method 5035 — compliance criteria met
Q Yes
Q No
N/A
High concentration container (48 hr)
High concentration pre -weighed (methanol -14 d)
j— Low concentration EnCore samplers (48 hr)
(— Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or Instructions included? Q Yes Q No
Comments:
ile 95419 not received, client
condition 9/26/23 10:00 @ 1
Signature: Uamie Corporaal Date & Time: 9/18/2023 10:16:12
Page 24 of 26

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tiff, eurofins
Environment Testing
ANALYTICAL REPORT
PREPARED FOR
Attn: Raymond Litten
Waypoint Analytical, Inc.
114 Oakmont Dr.
Greenville, North Carolina 27858
Generated 9/21/2023 4:25:42 PM
JOB DESCRIPTION
6003F Week: 1
JOB NUMBER
400-243348-1

This report may not be reproduced except in full, and with written approval from the laboratory. The results relate only to the
samples tested. For questions please contact the Project Manager at the e-mail address or telephone number listed on this
page.
The test results in this report relate only to the samples as received by the laboratory and will meet all requirements of the
methodology, with any exceptions noted. This report shall not be reproduced except in full, without the express written
approval of the laboratory. All questions should be directed to the Eurofins Environment Testing Southeast, LLC Project
Manager.
l4"t Generated
9/21/2023 4:25:42 PM
Authorized for release by
Cheyenne Whitmire, Project Manager II
C eyenne Whitmire(a)et eurofinsus com
[phone]
Eurofins Pensacola is a laboratory within Eurofins Environment Testing Southeast, LLC, a company within Eurofins Environment Testing Group of Companies

Client: Waypoint Analytical, Inc.
Project/Site: 6003F Week: 1
Laboratory Job ID:400-243348-1
Table of Contents
CoverPage ..............................................
1
Table of Contents ....................................
I.... 3
Case Narrative ...........................................
4
Detection Summary
5
Method Summary
7
Sample Summary
8
Client Sample Results ......................................
9
Definitions...............................................
12
Chronicle ..............................................
I. 13
QC Association ...........................................
15
QC Sample Results ........................................
16
Chain of Custody
17
Receipt Checklists .........................................
19
Certification Summary ......................................
20
Eurofns Pensacola

Client: Waypoint Analytical, Inc.
Project/Site: 6003F Week: 1
Job ID: 400-243348-1
Laboratory: Eurofins Pensacola
Narrative
Case Narrative
Job Narrative
400-243348-1
Job ID:400-243348-1
Receipt
The samples were received on 9/13/2023 11:50 AM. Unless otherwise noted below, the samples arrived in good condition, and, where
required, properly preserved and on ice. The temperature of the cooler at receipt time was 3.7°C
General Chemistry
No additional analytical or quality Issues were noted, other than those described above or in the Definitions/ Glossary page.
Eurofins Pensacola

Detection Summary
Client: Waypoint Analytical, Inc. Jab ID: 400-243348-1
Project/Site: 6003F Week: 1
Client Sample ID: CSS-1 Lab Sample ID: 400-243348-1
No Detections.
Client Sample ID: CSS-2 Lab Sample ID: 400-243348-2
CNo Detections.
Client Sample ID: CSS-3 Lab Sample ID: 400-243348-3
CNo Detections.
Client Sample ID: CSS-4 Lab Sample ID: 400-243348-4
Result Qualifier
RL
Unit
oil Fac D Method Prep Type
[iTknalyte
Organic Carbon
otal Or
1.8
0.10
Percent
1 cr WALKLEY TotallNA
BLACK
Client Sample ID: USS-1
Lab Sample ID: 400-243348-5
Result Qualifier
RL
Unit
oil Fac D Method Prep Type
[A,ntstyle
Tal Organic Carbon
0.18
0.10
Percent
1 ti WALKLEY Total/NA
BLACK
Client Sample ID: USS-1-DUP
Lab Sample ID: 400-243348-6
[Analyle Result Qualifier RL Unit oil Fac D Method Prep Type
Total Organic Carbon 0.20 0.10 Percent 1 cr WALKLEY Total/NA
BLACK
Client Sample ID: USS-2 Lab Sample ID: 400-243348-7
tal Organic Carbon
[Analyte
Result Qualifier
0:37
RL
0.10
Unit
Percent
oil Fac D Method Prep Type
1 * WALKLEY TotalINA
BLACK
Client Sample ID: USS-3
Lab Sample ID: 400-243348-8
[TAon,alyte
al Organic Carbon
Result Qualifier
0.24
RL
0.10
Unit
Percent
Dil Fac D Method Prep Type
1 U WALKLEY TotallNA
BLACK
Client Sample ID: USS-4
Lab Sample ID: 400-243348-9
[Anotyle
taOrganic Carbon
Result Qualifier
2.2
RL
0.10
Unit
Percent
Dil Fac D Method Prep Type
1 0 WALKLEY Total/NA
BLACK
Client Sample ID: DSS_-1
Lab Sample ID: 400-243348=10
[�Tknalyte
otal Organic Carbon
Result Qualifier
0.13
RL
0.10
Unit
Percent
oil Fac D Method Prep Type
1 7 WALKLEY Total/NA
BLACK
Client Sample ID: DSS-2
Lab Sample ID: 400-243348-11
CNo Detections.
This Detection Summary does not include radiochemical test results.
Eurofins Pensacola

Detection Summary
Client: Waypoint Analytical, Inc.
Project/Site: 6003F Week: 1
Job ID: 400-243348-1
Client Sample ID: DSS-3 Lab Sample ID: 400-243348-12
nalyte Result Qualifier RL Unit DilFac D Method Prep Type
[,A,tat
Organic Carbon 028 0.10 Percent 1 Kt WALKLEY Total/NA
BLACK
Client Sample ID: DSS-4 Lab Sample ID: 400-243348-13
CNo Detections.
This Detection Summary does not include radiochemical test results.
Eurofins Pensacola

Method Summary
Client: Waypoint Analytical, Inc.
Project/Site: 6003F Week: 1
Job ID:400-243348-1
Method Method Description Protocol Laboratory
WALKLEY Total Organic Carbon (Walkley Black) MSA EET PEN
BLACK
Protocol References:
MSA = "Methods Of Soil Analysis, Chemical And Microbiological Properties", Part 2, 2nd Ed., 1982 And Subsequent Revisions.
Laboratory References:
EET PEN = Eurofins Pensacola, 3355 McLemore Drive, Pensacola, FL 32514, TEL [phone]
Eurofins Pensacola
M O—inn non A/nnno

Sample Summary
Client: Waypoint Analytical, Inc. Job ID: 400-243348-1
Project/Site: 6003F Week: 1
Lab Sample ID
Client Sample ID
Matrix
Collected
Received
400-243348-1
CSS-1
'Solid
6910512 116:00
09/13/23 11:50
400-243348-2
CSS 2
'Solid
09/05/23 16:30
09/13/23 11:50
400-243348-3
CSS-3
Solid
09/05/2317:00
0911312311:50
400-243348-4
CSS-4
Solid
09/06/23 09:00
09/13/23 11:50
400-243348-5
USS-1
Solid
09/0612309:50
09H3/2311:50
400-243348-6
USS-I-DUP
Solid
09/06/23 09:50
09/13/23 11:50
400-243348-7
USS-2
Solid
09106/2310:20
09/1312311:50
400-243348-8
USS-3
Solid
0910612310:50
09/1312311:50
400-243348-9
USS-4
.Solid
09/06/23 11:00
09/13/23 11:50
400-243348-10
DSS-1
Solid
09/06/2313:10
09113/2311:50
400-243348-11
DSS-2
.Solid
09/0612313:30
09113/2311:50
400-243348-12
DSS-3
' Solid
09/06/23 13:50
09/13/23 11:50
400-243348-13
DSS-4
Solid
09/0612314:10
09/13/23 11:50
Eurofins Pensacola
—Inn n1n4 innnn

Client Sample Results
Client: Waypoint Analytical, Inc. Job ID: 400-243348-1
Project/Site: 6003F Week: 1
Client Sample ID: CSS-1 Lab Sample ID: 400-243348-1
Date Collected: 09/05/23 16:00 Matrix: Solid
Date Received: 09/13/23 11:50
General Chemistry
Analyte Result Qualifier RL Unit D Prepared Analyzed oil Fac
Total Organic Carbon (MSA WALKLEY <0.10 0.10 Percent 09/20123 15:37 1
BLACK)
Client Sample ID: CSS-2 Lab Sample ID: 400-243348-2
Date Collected: 09/05123 16:30 Matrix: Solid
Date Received: 09/13123 11:50
General Chemistry
Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac
Total Organic Carbon (MSA WALKLEY 10.10 0.10 Percent 09/20123 15:37 1
BLACK)
Client Sample ID: CSS-3 Lab Sample ID: 400-243348-3
Date Collected: 09/05/23 17:00
Date Received: 09/13/23 11:50
Matrix: Solid
General Chemistry
Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac
Total Organic Carbon (MSA WALKLEY 10.10 0.10 Percent 09/20123 15:37 1
BLACK)
Client Sample ID: CSS-4 Lab Sample ID: 400-243348-4
Date Collected: 09106/23 09:00
Date Received: 09/13/23 11:50
Matrix: Solid
General Chemistry
Analyte Result Qualifier RL Unit D Prepared Analyzed oil Fac
Total Organic Carbon (MSA 1.8 0.10 Percent 09/20123 15:37 1
WALKLEY BLACK)
Client Sample ID: USS-1 Lab Sample ID: 400-243348-5
Date Collected: 09/06/23 09:50
Date Received: 09/13/23 11:50
Matrix: Solid
General Chemistry
Analyte Result Qualifier RL Unit D Prepared Analyzed DII Fac
Total Organic Carbon (MSA 0.18 0.10 Percent 09/20123 15:37 1
WALKLEY BLACK)
Client Sample ID: USS-1-DUP Lab Sample ID: 400-243348-6
Date Collected: 09/06/23 09:50 Matrix: Solid
Date Received: 09/13/23 11:50
General Chemistry
Analyte Result Qualifier RL Unit D Prepared Analyzed oil Fac
Total Organic Carbon (MSA 0.20 0.10 Percent r. 09/20/23 15:37 1
WALKLEY BLACK)
Eurofins Pensacola
r,--- n ,.c nn n11 „nnno

Client: Waypoint Analytical, Inc.
Project/Site: 6003F Week: 1
Client Sample ID: USS-2
Date Collected: 09/06/23 10:20
Date Received: 09/13123 11:50
General Chemistry
Analyte
Total Organic Carbon (MSA
WALKLEY BLACK)
Client Sample Results
Result Qualifier RL
0.37 0.10
Job I D: 400-243348-1
Lab Sample ID: 400-243348-7
Matrix: Solid
Unit D Prepared Analyzed oil Fac
Percent a 09120/2315:37 1
Client Sample ID: USS-3 Lab Sample ID: 400-243348-8
Date Collected: 09106/2310:50 Matrix: Solid
Date Received: 09/13/23 11:50
General Chemistry
Analyte Result Qualifier RL Unit D Prepared Analyzed oil Fac
Total Organic Carbon (MSA 0.24 0.10 Percent # 09/20/2315:37 1
WALKLEY BLACK)
Client Sample ID: USS-4 Lab Sample ID: 400-243348-9
Date Collected: 09/06/23 11:00
Date Received: 09/13/23 11:50
Matrix: Solid
General Chemistry
Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac
Percent + 09I20123 15:37 1
Total Organic Carbon (MSA 2.2 0.10
WALKLEY BLACK)
Client Sample ID: DSS-1 Lab Sample ID: 400-243348-10
Date Collected: 09106/23 13:10 Matrix: Solid
Date Received: 09/13123 11:50
General Chemistry
Analyte Result Qualifier RL Unit D Prepared Analyzed DII Fac
Total Organic Carbon (MSA 0.13 0.10 Percent 09/20/23 15:37 1
WALKLEYBLACK)
Client Sample ID: DSS-2
Date Collected: 09/06/23 13:30
Date Received: 09/13/23 11:50
General Chemistry
Analyte
Total Organic Carbon (MSA WALKLEY
BLACK)
Lab Sample ID: 400-243348-11
Matrix: Solid
Result Qualifier RL Unit D Prepared Analyzed oil Fac
<0.10 0.10 Percent iy 09/2012315:37 1
Client Sample ID: DSS-3 Lab Sample ID: 400-243348-12
Date Collected: 0910612313:60 Matrix: Solid
Date Received: 09/13/23 11:50
General Chemistry
Analyte Result Qualifier RL Unit D Prepared Analyzed oil Fac
Total Organic Carbon (MSA 0.28 0.10 Percent ❑ 09/20/23 15:37 1
WALKLEY BLACK)
Eurofins Pensacola

Client Sample Results
Client: Waypoint Analytical, Inc.
Project/Site: 6003F Week: 1
Job ID: 400-243348-1
Client Sample ID: DSS-4 Lab Sample ID: 400-243348-13
Date Collected: 09/06/23 14:10 Matrix: Solid
nata Rareived: 09113/23 11:50
.FGeneral Chemistry
Analyte Result Qualifier RL Unit D Prepared Analyzed oil Fee
Total Organic Carbon (MSA WALKLEY <0.10 0.10 Percent ❑ 09/20/23 15:37 1
BLACK)
Eurofins Pensacola
fl--- A � -11n nl lA /1l1'17

Definitions/Glossary
Client: Waypoint Analytical, Inc. Job ID:400-243348-1
Project/Site: 6003F Week: 1
Glossary
Abbreviation These commonly used abbreviations may or may not be present in this report.
a Listed under the "D" column to designate that the result is reported on a dry weight basis
%R Percent Recovery
CFL Contains Free Liquid
CFU Colony Forming Unit
CNF Contains No Free Liquid
DER Duplicate Error Ratio (normalized absolute difference)
Dil Fee Dilution Factor
DL Detection Limit (DoD/DOE)
DL, RA, RE, IN Indicates a Dilution, Re -analysis, Re -extraction, or additional Initial metals/anion analysis of the sample
DLC Decision Level Concentration (Radiochemistry)
EDL Estimated Detection Limit (Dioxin)
LOD Limit of Detection (DoD/DOE)
LOQ Limit of Quantitation (DoD/DOE)
MCL EPA recommended "Maximum Contaminant Level'
MDA Minimum Detectable Activity (Radiochemistry)
MDC Minimum Detectable Concentration (Radiochemistry)
MDL Method Detection Limit
ML Minimum Level (Dioxin)
MPN Most Probable Number
MQL Method Quantitation Limit
NC Not Calculated
ND Not Detected at the reporting limit (or MDL or EDL if shown)
NEG Negative/Absent
POS Positive / Present
PQL Practical Quantitation Limit
FIRES Presumptive
QC Quality Control
RER - Relative Error Ratio (Radiochemistry)
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
TNTC Too Numerous To Count
Eurofins Pensacola

Lab Chronicle
Client: Waypoint Analytical, Inc.
Job ID: 400-243348-1
Project/Site: 6003F Week: 1
Client Sample ID: CSS-1
Lab Sample ID: 400-243348-1
Date Collected: 09/06/23 16:00
Matrix: Solid
Date Received: 09/13123 11:50
Batch Batch Dilution
Batch Prepared
PrapType Type Method Run Factor
Number Analyst Lab or Analyzed
Total/NA Analysis WALKLEY BLACK 1
641944 JP EET PEN 09/20/23 15:37
Client Sample ID: CSS-2
Lab Sample ID: 400-243348-2
Date Collected: 09/06123 16:30
Matrix: Solid
Date Received: 09/13/23 11:50
Batch Batch Dilution Batch Prepared
Prep Type Type Method Run Factor Number Analyst Lab or Analyzed
Total/NA Analysis WALKLEY BLACK 1 641944 JP EET PEN 09/20/23 15:37
Client Sample ID: CSS-3 Lab Sample ID: 400-243348-3
Date Collected: 09/05/23 17:00 Matrix: Solid
Date Received: 09/13/23 11:50
Batch Batch Dilution Batch Prepared
Prep Type Type Method Run Factor Number Analyst Lab or Analyzed
[Tot-alfNA Analysis WALKLEY BLACK 1 641944 JP EET PEN 09120/23 15:37
Client Sample ID: CSS-4 Lab Sample ID: 400-243348-4
Date Collected: 09/06/23 09:00 Matrix: Solid
Date Received: 09/13123 11:50
Batch Batch Dilution Batch Prepared
Prep Type Type Method Run Factor Number Analyst Lab or Analyzed
Total/NA Analysis WALKLEY BLACK 1 641944 JP EET PEN 09/20/23 15:37
Client Sample ID: USS-1 Lab Sample ID: 400-243348-5
Date Collected: 09/06/23 09:50 Matrix: Solid
Date Received: 09/13/23 11:50
Batch Batch Dilution Batch Prepared
Prep Type Type Method Run Factor Number Analyst Lab or Analyzed
Total/NA Analysis WALKLEY BLACK 1 641944 JP EET PEN 09I20/23 15:37
Client Sample ID: USS-1-DUP Lab Sample ID: 400-243348-6
Date Collected: 09/06/23 09:60 Matrix: Solid
Date Received: 09/13/23 11:50
Batch
Batch
Dilution
Prep Type
Type
Method Run
Factor
Total/NA
Analysis
WALKLEY BLACK
1
Client Sample ID: USS-2
Date Collected: 09/06/23 10:20
Date Received: 09/13/23 11:50
Batch Prepared
Number Analyst Lab or Analyzed
641944 JP EET PEN 09/20/23 15:37
Lab Sample ID: 400-243348-7
Matrix: Solid
Prep type
Batch
Type
Batch
Method Run
Dilution
Factor
Batch
Number Analyst Lab
Prepared
or Analyzed
Total/NA
Analysis
WALKLEY BLACK
1
641944 JP EET PEN
09/20/23 15:37
Eurofins Pensacola
rf...... 4O -1 nn LIMA fnn lO

Lab Chronicle
Client: Waypoint Analytical, Inc. Job ID: 400-243348-1
Project/Site: 6003F Week: 1
Client Sample ID: USS-3 Lab Sample ID: 400-243348-8
Date Collected: 09/06/23 10:50 Matrix: Solid
Date Received: 09M3/2311:50
Batch Batch Dilution Batch Prepared
Prep Type Type Method Run Factor Number Analyst Lab or Analyzed
TotaVNA Analysis WALKLEY BLACK 1 641944 JP EET PEN 09/20/23 15:37
Client Sample ID: USS-4
Date Collected: 09/06/23 11:00
Date Received: 09/13/23 11:50
Lab Sample ID: 400-243348-9
Matrix: Solid
Batch
Batch
Dilution
Batch
Prepared
epType Type
[tPo
Method Run
Factor
Number Analyst Lab
orAnalyzed
tal/NA Analysis
WALKLEY BLACK
1
641944 JP EET PEN
09/20/23 15:37
Client Sample ID- DSS-1
Date Collected: 09/06/23 13:10
Date Received: 09/13/23 11:50
Sample ID: 400-243348-10
Matrix: Solid
Batch Batch Dilution Batch Prepared
Prep Type Type Method Run Factor Number Analyst Lab or Analyzed
Total/NA Analysis WALKLEY BLACK 1 641944 JP EET PEN 09/20/23 15:37
Client Sample ID: DSS-2 Lab Sample ID: 400-243348-11
Date Collected: 09/06/23 13:30 Matrix: Solid
Date Received: 09/13123 11:50
Batch Batch Dilution Batch Prepared
PrepType Type Method Run Factor Number Analyst Lab or Analyzed
Total/NA Analysis WALKLEY BLACK 1 641944 JP EET PEN 09/20/23 15:37
Client Sample ID: DSS-3 Lab Sample ID: 400-243348-12
Date Collected: 09/06/23 13:50 Matrix: Solid
Date Received: 09/13/23 11:50
Batch Batch Dilution Batch Prepared
Prep Type Type Method Run Factor Number Analyst Lab or Analyzed
Total/NA Analysis WALKLEY BLACK 1 641944 JP EET PEN 09/20/23 15:37
Client Sample ID: DSS-4 Lab Sample ID: 400-243348-13
Date Collected: 09/06/23 14:10 Matrix: Solid
Date Received: 09/13/23 11:60
Batch
Batch
Dilution
Batch
Prepared
Prep Type
Type
Method Run
Factor
Number
Analyst Lab
or Analyzed
Total/NA
Analysis
WALKLEY BLACK
1
641944
JP EET PEN
09/20/23 15:37
Laboratory References:
EET PEN = Eurofins Pensacola, 3355 McLemore Drive, Pensacola, FL 32514, TEL [phone]
Eurofins Pensacola
M-.... 4A-41n 111d 11/ 10

QC Association Summary
Client: Waypoint Analytical, Inc.
Job ID: 400-243348-1
Project/Site: 6003F Week: 1
General Chemistry
Analysis Batch: 641944
r
Lah Sample ID Client Sample ID
Prep Type
Matrix
Method Prep Batch
400-243348-1 CSS-1
Total/NA
Solid
WALKLEY
BLACK
400-243348-2 CSS-2
Total/NA
Solid
WALKLEY
BLACK
400-243348-3 CSS-3
Total/NA
Solid
WALKLEY
BLACK
400-243348-4 CSS-4
Total/NA
Solid
WALKLEY
BLACK
400-243348-5 USS-1
Total/NA
Solid
WALKLEY
BLACK
400-243348-6 USS-I-DUP
Total/NA
Solid
WALKLEY
BLACK
400-243348-7 USS-2
Total/NA
Solid
WALKLEY
BLACK
400-243348-8 USS-3
Total/NA
Solid
WALKLEY
BLACK
400-243348-9 USS-4
Total/NA
Solid
WALKLEY
BLACK
400-243348-10 DSS-1
Total/NA
Solid
WALKLEY
BLACK
400-243348-11 DSS-2
Total/NA
Solid
WALKLEY
BLACK
400-243348-12 DSS-3
Total/NA
Solid
WALKLEY
BLACK
400-243348-13 DSS-4
Total/NA
Solid
WALKLEY
BLACK
MB 400-64194411 Method Blank
Total/NA
Solid
WALKLEY
BLACK
1-CS 400-641944/2 Lab Control Sample
Total/NA
Solid
WALKLEY
BLACK
400-243348-1 MS CSS-1
Total/NA
Solid
WALKLEY
BLACK
400-243348-1 MSD CSS-1
Total/NA
Solid
WALKLEY
BLACK
Eurofins Pensacola
n...... 4 e -1 nn Ain /nnnn

QC Sample Results
Client: Waypoint Analytical, Inc. Job ID: 400-243348-1
Project/Site: 6003F Week: 1
Method: WALKLEY BLACK - Total Organic Carbon (Walkley Black)
Lab Sample ID:
MB 400-64194411
Matrix: Solid
Analysis Batch:
641944
MB MB
Analyte
Result Qualifier RL Unit
Total Organic Carbon
<0.10 0.10 Percent
Lab Sample ID:
LCS 400-641944/2
Matrix: Solid
Analysis Batch:
641944
Analyte
Total Organic Carbon
Client Sample ID: Method Blank
Prep Type: Total/NA
D Prepared Analyzed Dil Fac
09/20/23 15:37 1
Client Sample ID: Lab Control Sample
Prep Type: Total/NA
Spike LCS LCS
Added Result Qualifier Unit
0.260 0.193 Percent
Lab Sample ID: 400-243348-1 MS
Matrix: Solid
Analysis Batch: 641944
Sample Sample Spike MS MS
Analyte Result Qualifier Added Result Qualifier
Total Organic Carbon <0.10 0.260 0.215
%Rec
D %Rec Limits
74 65-126
Client Sample ID: CSS-1
Prep Type: Total/NA
%Rec
Unit D %Rec Limits
Percent ❑ 83 47j26
Lab Sample ID: 400-243348-1 MSD Client Sample ID: CSS-1
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 641944
Sample Sample Spike MSD MSD %Rec RPD
Analyte Result Qualifier Added Result Qualifier Unit D %Rec Limits RPD Limit
Total Organic Carbon <0.10 0.260 0.197 Percent 76 47-126 8 26
Eurofins Pensacola
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Client: Waypoint Analytical, Inc.
Login Number: 243348
List Number: t
Creator: Roberts, Alexis J
Question
Login Sample Receipt Checklist
Answer Comment
Radioactivity wasn't checked or is </= background as measured by a survey
N/A
meter.
The cooler's custody seal, if present, is intact.
N/A
Sample custody seals, if present, are intact.
N/A
The cooler or samples do not appear to have been compromised or
True
tampered with.
Samples were received on ice.
True
Cooler Temperature is acceptable.
True
Cooler Temperature is recorded.
True
COC is present.
True
COC is filled out in ink and legible.
True
COC is filled out with all pertinent information.
True
Is the Field Samplers name present on COC?
True
There are no discrepancies between the containers received and the COC.
True
Samples are received within Holding Time (excluding tests with immediate
True
HTs)
Sample containers have legible labels.
True
Containers are not broken or leaking.
True
Sample collection date/times are provided.
True
Appropriate sample containers are used.
True
Sample bottles are completely filled.
True
Sample Preservation Verified.
N/A
There is sufficient vol. for all requested analyses, Incl. any requested
True
MS/MSDs
Containers requiring zero headspace have no headspace or bubble is
N/A
<6mm (1/4").
Multiphasic samples are not present.
True
Samples do not require splitting or compositing.
True
Residual Chlorine Checked.
N/A
3.7°C IR11
Job Number: 400-243348-1
List Source: Eurofins Pensacola
Eurofins Pensacola
--- 4 n ..< nn nib+ lnnne

Accreditation/Certification Summary
Client: Waypoint Analytical, Inc. Job ID: 400-243348-1
Project/Site: 6003F Week: 1
Laboratory: Eurofins Pensacola
All accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report.
Authority
Program
Identification Number
Expiration Date
Alabama
State
40150
06-30-24
ANAB
ISO/IEC 17025
L2471
02-22-26
Arkansas DIED
State
88-00689
08-01-24
California
State
2510
06-30-24
Florida
NELAP
E81010
06-30-24
Georgia
Stale
E81010(FL)
06-30-24
Illinois
NELAP
200041
10-09-23
Kansas
NELAP
E-10253
10-31-23
Kentucky (UST)
State
53
06-30-24
Louisiana (All)
NELAP
30976
06-30-24
Louisiana (DW)
State
LA017
12-31-23
Maryland
State
233
09-30-23
North Carolina (W W/SW)
State
314
12-31-23
Oklahoma
NELAP
9810
12-31-23
Pennsylvania
NELAP
68-00467
01-31-24
South Carolina
State
96026
06-30-24
Tennessee
State
TN02907
06-30-24
Texas
NELAP
T104704286
09-30-23
US Fish & Wildlife
US Federal Programs
A22340
06-30-24
USDA
US Federal Programs
P330-21-00056
05-17-24
USDA
US Federal Programs
FLGNV23001
01-08-26
Virginia
NELAP
460166
06-14-24
West Virginia DEP
State
136
03-31-24
Eurofins Pensacola
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•
Waypoint
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
MW-8
MW-14S
PARAMETERS
MDL
MRL
NitratetNitrite as N, mg/l
0.04
0.04
0.11
0.26
Total Organic Carbon, mg/l
0.129
1.0
121.0
187.1
Alkalinity (to pH 4.5), mg CaCO3/1
1.0
1.0
560
1470
Chloride, mg/l
1.0
1.0
124
220
Total Dissolved ReSidue, mg/l
10
10
1700
1900
Sulfate, mg/l
5.0
5.0
268
--- U
Antimony, ug/l
0.30
1.0
--- u
0,34 J
Arsenic, ug/l
0.13
5.0
28
19
Barium, ug/1
2.50
10.0
64
788
Beryllium, ug/l
0.10
1.0
--- u
--- U
Calcium, ug/l
10.2
500
360740
370090
Cadmium, ug/l
0.19
1.0
--- U.
--- U
Cobalt, ug/l
0.10
1.0
2.2
2.9
Total Chromium, ug/l
0.19
5.0
22
35
Copper, ug/1
0.26
10.0
--- U
--- U
Iron, ug/1
12.20
50.0
39778
1905
Man anee e, ug/l
2.70
10.0
1205
915
Lead, ug/l
0.09
5.0
--- U
0.19 J
Nickel, ug/l
0.13
10.0
1.6 J
3.0 J
Selenium, ug/1
0.43
10.0
0.54 J
1.91
Silver, ug/l
0.14
5.0
--- U
--- U
Thallium, ug/1
0.13
1.0
--- U
--- U
Vanadium, ug/1
0.14
1.0
4
13
zinc, ug/l
0.34
10.0
0.68 J
0.71 J
Sulfide, ug/1
100
1000
TESTED
TESTED
Carbon Dioxide, mg/l
1.0
1.0
H 280
H 298
All QC requirements were not met: H Sample analyzed past holding time.
Drinking Water ID, 37715
Wastewater ID, 10
PHONE [phone]
FAX [phone]
ID#: 6003 T
DATE COLLECTED: 09/15/23
DATE REPORTED : 10/06/23
REVIEWED BY:
Analysis Method
Data Analyst Code
09/28/23 TRJ
09/20/23 HMM
09/10/23 HMV
09/18/23 BBC
09/19/23 JMS
09/19/23 DEC
09/21/23 NAB
10/04/23 NAB
09/21/23 MTN
09/21/23 NAB
09/21/23 MTN
09/21/23 NAB
09/21/23 NAB
09/21/23 NAB
09/21/23 NAB
09/21/23 MTN
09/21/23 MTM
09/21/23 NAB
09/21/23 NAB
09/21/23 NAB
10/04/23 NAB
09/21/23 WAS
09/21/23 NAB
09/21/23 NAB
09/10/23 JMS
J = Estimated value between the MDL and Mal, U = Below ALL Quantitation Limits.
353.2 R2-93
531OC-14
2320B-11
4500CLB-11
D5907-13
4500SO42UII
EPA200.8
EPA200.8
BPA200.7
BPA200.8
EPA200.7
EPA200.8
EPA200.8
EPA200.8
EPA200.8
EPA200.7
EPA200.7
EPA200.8
EPA200.8
EPA200.8
EPA200.8
EPA200,8
SPA200.8
EPA200.8
45000O2C-11

0 0
Waypoint.
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
PARAMETERS
MDL
MRL
NitratetNitrite as N, mg/l
0.04
0.04
Total OCganiq Carbon, mg/l
0.129
1.0
Alkalinity (to pH 4.5), mg CaCO3/1
1.0
1.0
Chloride, mg/1
1.0
1.0
Total Dissolved Residue, mg/1
10
10
Total Di-solVed Residue, mg/1
10
10
Sulfate, mg/1
5.0
5.0
Antimony, ug/l
0.30
1.0
Arsenio, ug/l
0.13
5.0
Barium, ug/l
2.50
10.0
Beryllium, u9/1
O.ID
1.0
Calcium, ug/l
10.2
500
Cadmium, ug/1
0.19
1.0
Cobalt, ug/1
0.10
1.0
Total -Chromium, ug/1
0.19
5.0
Copper, ug/l
D.26
10.0
iron, ug/1
12.20
50.0
Manganese, ug/1
2.70
10.0
Lead, ug/l
0.09
5.0
Nickel, ug/1
0.13
10.0
selenium, ug/1
0.43
10.0
Silver, ug/l
0.14
5.0
Thallium, ug/l
0.13
2.0
Vanadium, ug/l
0.14
1.0
Zino,'ug/l
0.34
10.0
Sulfide, ug/l
100
1000
Carbon Dioxide, mg/l
1.0
1.0
Drinking Water IDt 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
IDS: 6003 T
DATE COLLECTED: 09/14/23
DATE REPORTED : 10/06/23
REVIEWED BY:
MW-2S
MW-38 MW-3A
MW-5
Mw-6
Analysis
Method
➢ate Analyst Code
1.89
--- U
--- U
0.41
09/18/23
TRJ
353.2 R2-93
117.6
184.7
54.40
63.24
09/20/23
HMM
531OC-14
980
1660
520
790
09/10/23
HMV
2320B-12
138
222
64
58
09/18/23
HNC
45ODCLE-11
M 1000
09/21/23
HMV
D5907-13
2000
810
930
09/19/23
JMS
D5907-13
343
57.6
198
84.5
09/19/23
DOC
45DO8042UII
___ U
-__ U
--- U
--- U
09/21/23
NAB
EPA200.8
18
40
9
9
09/22/23
NAB
EPA200.8
451
1332
187
512
09/21/23
MTM
EPA200.7
--- U
--- V
--- U
--- U
09/21/23
NAB
EPA200.8
308250
259050
153440
214520
09/21/23
MTM
EPA200.7
--- U
--- U
09/21/23
NAB
SPA200.9
3.2
3.5
1.7
2.2
09/21/23
HAD
EPA200.8
11
25
4.6 J
6.4
09/21/23
NAB
EPA200.8
0.72J
--- U
-- U
0.62 J
09/21/23
NAB
EPA200.8
12099
23875
12425
11114
09/21/23
MTM
EPA200.7
1132
1993
427
904
09/21/23
MTM
EPA200.7
0.20 J
--- U
--- U
0.12 J
09/21/23
NAB
EPA200.8
2.5a
3.1 J
1.6 J
1.9J
09/21/23
NAB
EPA200.9
1.0J
0.90 J
0.48J
0.46 J
09/21/23
NAB
EPA200.8
U
--- U
--- V
--- U
10/04/23
NAB
EPA200.8
0.34J
--- U
-- U
--- U
09/21/23
NAB
EPA20D.8
7
10
1
12
09/21/23
NAB
EPA200.8
--- U
0.48 J
0.91 J
0.78 J
09/21/23
NAB
EPA200.8
TESTED
TESTED TESTED
TESTED
TESTED
H 212
H 108
H 72
H ISO
09/1B/23
JMS
45000O2C-11
All OC requirement- were not met: H Sample analyzed past holding time.
M Blank result exceeded method constant weight ariterla.
J = Estimated Value between the MDL and MRL, U = Below ALL Quantitation Limits.

0 0
Waypoint
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
Drinking Water ID, 37715
Wastewater ID, 10
PHONE [phone]
FAX [phone]
ID#: 6003 T
DATE COLLECTED: 09/14/23
DATE REPORTED : 10/06/23
REVIEWED BY:Jv
MW-8
KW-12S MW-2S Cup
PARAMETERS
MDL
MRL
Nitrate+Nitrite as N, mg/l
0.04
0.04
--- U
1.88
Total Organic Carbon, mg/l
0.129
1.0
108.6
109.2
Alkalinity (to pH 4.5), mg C.00311
1.0
1.0
1460
990
Chloride, mg/l
1.0
1.0
182
140
Total DSeeolVed Residue, mg/1
10
10
1700
Total ➢issolved Residue, mg/1
30
1D
M 1670
sulfate, m9/1
5.0
5.0
--- U
366
Antimony, ug/l
0.30
1.0
--- U
--- U
Arsenic, ug/l
0.13
5.0
53
20
Barium, ug/l
2.50
10.0
507
467
Beryllium, u9/1
0.10
1.0
--- U
--- U
Calcium, ug/l
10.2
Soo
205570
334400
Cadmium, ug/1
0.19
1.0
--- U
--- U
Cobalt, ug/l
0.10
1.0
3.9
3.4
Total Chromium, ug/1
0.19
5.0
50
12
Copper, ug/l
0.26
10.0
--- U
0.71 J
Iron,.ug/l
12.20
50.0
908
12149
Manganese, ug/l
2.70
10.0
586
1202
Lead, ug/l
0.09
5.0
--- U
0.20 J
Nickel, ug/l
0.13
10.0
3.0 J
2.7 J
Selenium, ug/l
0.43
10.0
2.5 J
1.0 a
Silver, ug/l
0.14
5.0
--- U
--- U
Thallium, ug/l
0.13
1.0
--- U
--- U
Vanadium, ug/l
0.14
1.0
31
8
Zinc, ug/l
0.34
10.0
0.48 J
--- U
Sulfide, ug/l
100
1000 TESTED
TESTED
TESTED
Carboh Dioxide, mg/1
1.0
1.0
N 312
H 220
Analysis Method
Date Analyst Code
09/18/23 TRJ 353.2 R2-93
09/20/23 MEN 531OC-14
09/18/23 MMV 2320E-11
09/18/23 BNC 4500CLO-11
09/19/23 JMS D5907-13
09/21/23 HMV D5907-13
09/19/23 DEC 45008042811
09/21/23 NAB EPA200.B
09/22/23 NAB EPA200.0
09/21/23 MTM EPA20D.7
09/21/23 NAB EPA200.8
09/21/23 MTM BPA200.7
09/21/23 NAB EPA200.8
09/21/23 NAB EPA200.8
09/21/23 NAB EPA200.B
09/21/23 NAB EPA200,8
09/21/23 MTM BPA200.7
09/21/23 MTM EPA200.7
09/21/23 NAB RPA200.8
09/21/23 NAB EPA200.8
09/21/23 NAB EPA200.8
10/04/23 NAB SPA200.8
09/21/23 NAB EPA200.8
09/21/23 NAB EPA200.9
09/21/23 NAB EPA200.8
J = Estimated value between the MDL and MEL, U = Below ALL Quantitation Limits.
09/18/23 JMS 45000O2C-11

0 0
Waypoint..
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
MW-3A
MW-13
PARAMETERS
MDL
MRL
Nitrate+Nitrite as N, m9/1
0.04
0.04
0.18
--- u
Total Organic Carbon, mg/l
0.129
1.0
131.6
82.11
Alkalinity (to PH 4.5), mg C.0O3/1
1.0
1.0
1180
730
Chloride, mg/l
1.0
1.0
135
70
Total Dissolved Residue, mg/l
10
10
1400
1100
sulfate, mg/l
5.0
5.0
159
236
Antimony, ug/l
0.30
1.0
-- u
--- u
Arsenic, ug/l
0.13
5.0
35
10
Barium, ug/l
2.50
1D.0
567
277
Beryllium, ug/l
0.10
1.0
--- u
--- U
calcium, ug/1
10.2
Boo
177545
263660
Cadmium, ug/1
0.19
1.0
--- U
--- u
,Cobalt, ug/1
0.10
1.0
5.1
3.4
,Total Chromium, u9/1
0.19
5.0
16
5.4
.Copper, ug/l
0.26
10.0
--- U
0.44 J
Irony ug/1
12.20
50.0
22090
25929
Mangano.., ug/l
2.70
10..0
1335
506
Lead, ug/1
0.09
5.0
--- U
0.46 J
Nickel, ug/l
0.13
10.0
3.4 J
5.1 J
Selenium, ug/l
0.43
10.0
1.01
2.0 J
e liver, ug/l
0.14
5.0
--- U
--- U
Thallium, ug/1
0.13
1.0
0.15J
--- U
Vanadium, ug/l
0.14
1.0
7
4
Zinc, ug/l
0.34
10.0
0.52 J
17
Sulfide, ug/l
100
1000
TESTED
TEBTHD
Carbon Dioxide, mg/1
1.0
1.0
H 296
is 340
➢rinking Water IDi 37715
Wastewater ID, 10
PHONE [phone]
FAX [phone]
ID#: 6003 T
DATE COLLECTED: 09/13/23
DATE REPORTED : 10/06/23
REVIEWED BY:
Analysis Method
Date Analyst Code
09/18/23 TRJ
09/20/23 HMM
09/18/23 HMV
09/18/23 BNC
09/19/23 JM8
09/19/23 ORC
09/21/23 NAB
09/22/23 NAB
09/21/23 MTM
09/21/23 NAB
09/21/23 MTM
09/21/23 NAB
09/21/23 NAB
09/21/23 NAB
09/21/23 NAB
09/21/23 MTM
09/21/23 MTN
09/21/23 NAB
09/21/23 NAB
09/21/23 NAB
10/04/23 NAB
09/21/23 NAB
09/21/23 NAB
09/21/23 NAB
09/18/23 ME
J = Estimated value between the MDL and MRL, U = BeloW ALL Quantitatlon Limits.
353.2 R2-93
531OC-14
2320B-11
4500CLO-I1
D5907-13
4500SO42HIl
EPA200.8
EPA200.8
EPA200.7
EPA200.8
EPA200.7
EPA200.8
EPA200.8
EPA200.0
EPA200.8
EPA200.7
EPA20D.7
EPA200.8
EPA200.8
EPA200.8
EPA200.8
EPA200.8
EPA200.8
EPA200.8
450aCO2C-11

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Waypoint..
ANALYTICAL
9/21/2023
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville, NC, 27858
Ref: Analytical Testing
Lab Report Number: 23-262-0008
Client Project Description: C&D Landfill, Inc.
Dear Ann Baynor:
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529,6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/19/2023 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,
J-/X
Jamie Corporeal
Laboratory 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 15

Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529,6364
www.waypointanalytical.com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2024
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2024
South Carolina
State Program
99012
12/31/2023
Page 1 of 00016/23-262-0008
Page 2 of 15

,®'��0WaP
449 Springbrook Rd, Charlotte, ,5 28264Y Main 704�529,6364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 23-262-0008
Client Project Description: C&D Landfill, Inc.
Lab No Client Sample ID Matrix Date Collected Date Received
95542
MW-25
Aqueous
09/14/2023
13:30
09/19/2023
10:00
95543
MW-3S
Aqueous
09/14/2023
10:55
09/19/2023
10:00
95544
MW-3A
Aqueous
09/13/2023
16:15
09/19/2023
10:00
95545
MW-5
Aqueous
09/14/2023
16:00
09/19/2023
10:00
95546
MW-6
Aqueous
09/14/2023
16:45
09/19/2023
10:00
95547
MW-8
Aqueous
09/15/202311:20
09119/202310:00
95548
MW-13
Aqueous
09/13/2023
16:30
09/19/2023
10:00
95549
MW-12S
Aqueous
09/14/2023
09:30
09/19/2023
10:00
95550
MW-14S
Aqueous
09/15/2023
13:30
09/19/2023
10:00
95551
MW-25-DUP
Aqueous
09/14/2023
13:30
09/19/2023
10:00
Page 3 of 15

0.
449 Springbrook Rd, Charlotte, NC 286
Waypointw
Main 704.529,6364
ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill, Inc.
Ann Baynor Report Date : 09/21/2023
114 Oakmont Or Information : Received : 09/19/2023
Greenville , NC 27858 �/X
*4#1
Jamie Corporaal
Report Number : 23-262-0008 REPORT OFANALYSIS Laboratory Project Manager
Lab No : 95542 Matrix: Aqueous
Sample ID: MW-2S Sampled: 9/14/2023 13:30
Test Results Units MOL DF Date l Time By Analytical
Analyzed Method
Sulfide <4.00 mg/L 4.00 1 09/20/23 09:56 JMD 4500S2F-2011
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 4 of 15

Way
- oint.G
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number: 23-262-0008
Lab No: 95543
Sample ID : MW-3S
Test
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529,6964
www.waypointanalytical.com
C&D Landfill, Inc.
REPORTOPANALYSIS
Results Units MQL
Report Date : 09/21/2023
Received : 09/19/2023
0 *Old
Jamie Corporaal
Laboratory Project Manager
Matrix: Aqueous
Sampled: 9/ 14 / 2023 10:55
DF Date / Time By Analytical
Analyzed Method
Sulfide <4.00 mg/L 4.00 1 09/20/23 09:56 JMD 4500S2F-2011
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quandtation Limit
Page 5 of 15

Wa O'� 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill, Inc.
Ann Baynor Report Date : 09/21/2023
114 0 kmont Dr Information : Received : 09/19/2023
a
Greenville, NC 27858
Jamie Corporaal
Report Number :23-262-0008
REPORTOFANALYSIS Laboratory Project Manager
Lab No : 95544
Matrix: Aqueous
Sample ID: MW-3A
Sampled: 9/13/202316:15
Test Results Units MOL DF Date l Time By Analytical
Analyzed Method
Sulfide <4.00 mg/L 4.00 1 09/20/23 09:56 JMD 4500S2F-2011
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitatlon Limit
Page 6 of 15

Waypo nt. G.
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-262-0008
Lab No : 95545
Sample ID; MW-5
449 SpringbrookRd, Charlotte, NC 28217
Main 704.529,6364
www.waypointanalytical.com
C&D Landoll, Inc.
REPORTOFANALYSIS
Report Date : 09/21/2023
Recelved : 09/19/2023
/nA�
V 4"1
Jamie Corporaal
Laboratory Project Manager
Matrix: Aqueous
Sampled: 9 / 14 / 20 23 16:00
Test Results Units MOL DF Date/Time By Analytical
Analyzed Method
Sulfide <4.00 mg/L 4.00 1 09/20/23 09:56 JMD 4500S2F-2011
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitatlon Limit
Page 7 of 15

Waypoint..
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-262-0008
Lab No: 95546
Sample ID: MW-6
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANALYSIS
Report Date : 09/21/2023
/n^VReceived : 09/19/2023
V thxmw
Jamie Corporaal
Laboratory Project Manager
Matrix: Aqueous
Sampled: 9/ 14/2023 16:45
Test Results Units MQL DF Date / Time By Analytical
Analyzed Method
Sulfide <4.00 mg/L 4.00 1 09/20/23 09:56 JMD 450052F-2011
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 8 of 15

0.
Waypoint» 449 Springbrodk Rd, Charlotte, 28264
Main 7tl4.5.529.6364
ANALYTICAL www.waypointanalocal.com
00435
Waypoint Analytical - Greenville Project C&D LandFlll, Inc.
Ann Baynor Report Date : 09/21/2023
114 Oakmont Dr Information : Received : 09/19/2023
Greenville, NC 27858 0*'7/
Jamie Corporaal KKGGGGA7p
Report Number :23-262-0008 REPORT OFANALYSIS Laboratory Project Manager
Lab No : 95547 Matrix: Aqueous
Sample ID: MW-8 Sampled: 9/15/2023 11:20
Test Results Units MQL DF Date/Time By Analytical
Analyzed Method
Sulfde <4.00 mg/L 4.00 1 09/20/2309:56 JMD 4500S2F-2011
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 9 of 15

WaYo nt o
-ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-262-0008
Lab No: 95548
Sample ID: MW-13
449 Springbrook Rd, Charlotte, NC 28217
Main 704,529.6364
www,waypointanalytica l.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 09/21/2023
Received : 09/19/2023
�t�r
Jamie Corporaal
Laboratory Project Manager
Matrix: Aqueous
Sampled: 9/ 13/2023 16:30
Test Results Units MQL DF Date / Time By Analytical
Analyzed Method
Sulfide <4.00 mg/L 4.00 1 09/20/23 09:56 JMD 450052F-2011
Qualifiers/ DF Dilution Factor
Definitions
MQL Method Quantitation Limit
Page 10 of 15

Waypoint,.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointatialytical.com
C&D Landfill, Inc.
Report Number: 23-262-0006 REPORT OFANALYSIS
Lab No: 95549
Sample ID : MW-12S
Report Date : 09/21/2023
Received : 09/19/2023
�%(�Ip
Jamie Corporaal
Laboratory Project Manager
Matrix: Aqueous
Sampled: 9/14/2023 9:30
Test
Results Units
MOL DF Date ITime
Analyzed
By
Analytical
Method
Sulfide
<4.00 mg/L
4.00 1 09/20/23 09:56
JMD
4500S2F-2011
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions
Page 11 of 15

(2)
Waypo nt.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfll, Inc.
Report Number: 23.262-0008 REPORT OFANAL YSIS
Lab No: 95550
Sample ID: MW-14S
Report Date : 09/21/2023
Received : 09/19/2023
0 *01
Jamie Corporaal
Laboratory Project Manager
Matrix: Aqueous
Sampled: 9/ 15/2023 13:30
Test Results Units
MOL DF Date / Time
Analyzed
By
Analytical
Method
Sulfide 5.60 mg/L
4.00 1 09/20/23 09:56
JMD
4500S2F-2011
Qualifiers/ OF Dilution Factor MQL Method Quantitation Limit
Definitions
Page 12 of 15

0
Wayponty
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-262-0008
449 Springbrook Rd, Charlotte, INC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 09/21/2023
Received : 09/19/2023
�tC
Jamie Corporaal
Laboratory Project Manager
Lab No ; 95551 Matrix: Aqueous
Sample ID ; MW-25-DUP Sampled: 9/14/2023 13:30
Test Results Units MQL DF Date / Time By Analytical
Analyzed Method
Sulfide <4.00 mg/L 4.00 1 09/20/23 09:56 JMD 4500S2F-2011
Qualifiers/ DF Dilution Factor MQL Method Quantltation Limit
Definitions
Page 13 of 15

WaypointW
ANALYTICAL
Customer Number: 00435
4499pringbrook rid, Charlotte, NC 28217
Main 704.529.6364
www.waypoltitanalytical.com
Shipment Receipt Form
Customer Name: Waypoint Analytical -Greenville
Report Number: 23-262.0008
Shipping Method
Q Fed Ex O US Postal O Lab Q Other: I
0 UPS Q Client Q Courier Thermometer ID: jlRT153.1C
Shipping container/cooler uncompromised? Q Yes O No
Number of coolers/boxes received F_1
Custody seals intact on shipping container/cooler? Q Yes O No 0 Not Present
Custody seals Intact on sample bottles? Q Yes Q No Q Not Present
Chain of Custody (COC) present? Q Yes Q No
COC agrees with sample label(s)?
0 Yes
0 No
COC properly completed
* Yes
O No
Samples in proper containers?
0 Yes
Q No
Sample containers intact?
Q Yes
Q No
Sufficient sample volume for indicated test(s)?
Q Yes
Q No
All samples received within holding time?
* Yes
Q No
Cooler temperature in compliance?
* Yes
O No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes
O No
Water - Sample containers properly preserved
Yes
O No
Q N/A
Water - VOA vials free of headspace
Q Yes
O No
Q N/A
Trip Blanks received with VOAs
Q Yes
Q No
Q N/A
Soil VOA method 5035 — compliance criteria met
Q Yes
Q No
Q N/A
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
F_ Low concentration EnCore samplers (48 hr)
F_ Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included?
O Yes
* No
Comments:
Signature: n elo Norvell Date & Time: i09/19/2023 12:21:26
Page 14 of 15

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Page 15 of 15

Waypoa ' (21)
ANALYTICAL
10/2/2023
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Or
Greenville, NC, 27858
Ref: Analytical Testing
Lab Report Number: 23-269-0050
Client Project Description: C&D Landfill, Inc.
Dear Ann Baynor:
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/26/2023 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 per 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,
Jamie Corporeal
Laboratory 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.

Q)
Waypoint..
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
North Carolina
North Carolina
South Carolina
South Carolina
Program
Lab ID
State Program
37735
State Program
402
State Program
99012
State Program
99012
Expiration Date
07/31/2024
12/31/2023
07/31/2024
12/31/2023
Donn 1 ni i nnni cirn aaD_nnFn

WaypAo0 '
NALYTfCAL 0,
Report Number: 23-269-0050
Client Project Description: C&D Landfill, Inc.
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Sample Summary Table
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
96208
MW-2s
Aqueous
09/14/2023
13:30
09/26/2023
96209
MW-3S
Aqueous
09/14/2023
10:55
09/26/2023
96210
MW-3A
Aqueous
09/13/2023
16:15
09/26/2023
96211
.MW-5
Aqueous
09/14/2023
16:00
09/26/2023
96212
MW-6
Aqueous
09/14/2023
16:45
09/26/2023
96213
.MW-8
Aqueous
09/15/2023
11:20
09/26/2023
96214
-MW-13
Aqueous
09/13/2023
16:30
09/26/2023
96215
OW-12S
Aqueous
09/14/2023
09:30
09/26/2023
96216
MW-14S
Aqueous
09/15/2023
13:30
09/26/2023
96217
MW-2S-DUP
Aqueous
09/14/2023
13:30
09/26/2023
96218
Trip Blank - 1
Aqueous
09/13/2023
09/26/2023

(2)
Waypoi nt ,
ANALYTICAL
Client: Waypoint Analytical - Greenville
Project: C&D Landfill, Inc.
Lab Report Number: 23-269-0050
Date: 9/29/2023
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
wwwmaypointa naly6ca I,com
NARRATIVE
Volatile Organic Compounds - GC/MS Method 8260D
Analyte: Acetone
QC Batch No: V38404/V38441
CCV recovery for this compound is failing high. All other QC associated with the batch passes within passing
range. Concentration in samples is estimated high.

0,
Waypoint
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OF ANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
etc
Jamie Corporaal
Laboratory Project Manager
Lab No : 96208
Matrix:
Aqueous
Sample ID: MW-25
Sampled:
9/14/2023 13:30
Analytical Method: 8260D
Prep Batch(es):
V38441
09/27/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date I Time
By
Analytical
Analyzed
Batch
Acetone
0.024
mg/L
0.005
1
09/27/23 16:26
MSA
V38442
Acrylonitrlle
<0.005
mg/L
0.005
1
09/27/23 16:26
MSA
V38442
Benzene
<0.0005
mg/L
0.0005
1
09/27/23 16:26
MSA
V38442
Bromochlommethane
<0.001
mg/L
0.001
1
09/27/23 16:26
MSA
V38442
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/27/23 16:26
MSA
V38442
Bromoform
<0.005
mg/L
0.005
1
09/27/23 16:26
MSA
V38442
Bromomethane
<0.001
mg/L
0.001
1
09/27/23 16:26
MSA
V38442
Carbon Disulfide
<0.005
mg/L
0.005
1
09/27/23 16:26
MSA
V38442
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/27/23 16:26
MSA
V38442
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/27/23 16:26
MSA
V38442
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/27/23 16:26
MSA
V30442
Chloroethane
<0.001
mg/L
0.001
1
09/27/23 16:26
MSA
V38442
Chloroform
<0.0005
mg/L
0.0005
1
09/27/23 16:26
M5A
V38442
Chloromethane
<0.0005
mg/L
0.0005
1
09/27/23 16:26
MSA
V38442
Di -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/27/23 16:26
MSA
V38442
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/27/23 16:26
MSA
V38442
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/27/2316:26
MSA
V38442
Dibromomethane
<0.0005
mg/L
0.0005
1
09/27/23 16:26
MSA
V38442 '
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/27/23 16:26
MSA
V38442
1,2-Dlchlorobenzene
<0.0005
mg/L
0.0005
1
09/27/23 16:26
MSA
V38442
Dichlorodifiucromethane
<0.005
mg/L
0.005
1
09/27/23 16:26
MSA
V38442
1,1-Dlchloroethane
<0.0005
mg/L
0.0005
1
09/27/23 16:26
MSA
V39442
Qualifiers/ OF Dilution Factor
MQL Method Quantitation Limit
Definitions

G
Waypoint...
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalyrical.com
C&D Landfill, Inc.
Report Number : 23-269-0050 REPORT OFANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
�/X *
Jamie Corporeal
Laboratory Project Manager
Lab No : 96208 Matrix: Aqueous
Sample ID : MW-25 Sampled: 9/14/2023 13:30
Analytical Method: 8260D
Prep Method: 5030B
Test
Results
Prep Batch(es):
Units
V38441 09/27/23
MClL
09:00
DF
Date / Time
Analysed
By
Analytical
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
1,4-Dioxane
<0.150
mg/L
0.150
1
09/27/23
16:26
MSA
V38442
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
2-Hexanone
<0.005
mg/L
0.005
1
09/27/23
16:26
MSA
V38442
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/27/2.3
16:26
MSA
V38442
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/27/23
16:26
MSA
V38442
Methylene Chloride
<0.001
mg/L
0.001
1
09/27/23
16:26
MSA
V38442
Styrene
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
Tetrahydrofuran
0.023
mg/L
0.010
1
09/27/23
16:26
MSA
V38442
Toluene
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
1,1,1-Trlchloroethane
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
1,1,2-Trlchloroethane
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
Trichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
16:26
MSA
V38442
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

0,
Waypoint.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OF ANALYSIS
Report Date : 10/02/2023
�/X
Receiveed4>md
: 09/26/2023
Jamie Corporeal
Laboratory Project Manager
Lab No : 96208
Sample ID : MW-2S
Matrix:
Sampled:
Aqueous
9/14/2023 13:30
Analytical Method: 8260D
Prep Batch(es):
V38441 09/27/23
09:00
Prep Method: 5030B
Test
Results
Units
MCL
DF
Date / Time
By Analytical
Analyzed
Batch
Trlchlorofluoromethane
<0.0005
mg/L
0.0005
1
09/27/23 16:26
MSA
V38442
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/27/23 16:26
MSA
V38442
Vinyl Acetate
<0.002
mg/L
0.002
1
09/27/23 16:26
MSA
V38442
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/27/23 16:26
MSA
V38442
o-Xylene
<0.0005
mg/L
0.0005
1
09/27/23 16:26
MSA
V38442
m,p-Xylene
<0.001
mg/L
0.001
1
09/27/23 16:26
MSA
V38442
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/27/23 16:26
V38442
Surrogate:4-Bromofluorobenzene
100
Limits:80-124%
1 09/27/23 16:26
MSA
V38442
Surrogate: Dibromoflucromethane
100
Limits: 75-129%
1 09/27/23 16:26
MSA
V38442
Surrogate: 1,2-Dichloroethane - d4
98.2
Limits: 63-136%
1 09/27/23 16:26
MSA
V38442
Surrogate: Toluene-d8
101
Limits: 77-123%
1 09/27/23 16:26
MSA
V38442
Qualifiers/ DF Dilution Factor MQL Method Quantltation Limit
Definitions

1 0,
Waypoint,
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypo intana lytica I.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
�'X *
Jamie Corporaal
Laboratory Project Manager
Lab No : 96209 Matrix: Aqueous
Sample ID: MW-3S Sampled: 9/14/2023 10:55
Analytical Method: 8260D Prep Batch(es): V38441 09/27/23 09:00
Prep Method: 5030E
Test Results Units MQL DF Date / Time By Analytical
Analysed Batch
Acetone
0.023
mg/L
0.005
1
09/27/23 16:52
MSA
V38442
Acrylonitrile
<0.005
mg/L
0.005
1
09/27/23 16:52
MSA
V38442
Benzene
0.001
mg/L
0.0005
1
09/27/23 16:52
MSA
V38442
Bromochloromethane
<0.001
mg/L
0.001
1
09/27/23 16:52
MSA
V38442
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/27/23 16:52
MSA
V38442
Bromoform
<0.005
mg/L
0.005
1
09/27/23 16:52
MSA
V38442
Bromomethane
<0.001
mg/L
0.001
1
09/27/23 16:52
MSA
V38442
Carbon Disulfide
<0.005
mg/L
0.005
1
09/27/23 16:52
MSA
V38442
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/27/23 16:52
MSA
V38442
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/27/23 16:52
MSA
V38442
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/27/23 16:52
MSA
V38442
Chloroethane
<0.001
mg/L
0.001
1
09/27/23 16:52
MSA
V38442
Chloroform
<0.0005
mg/L
0.0005
1
09/27/23 16:52
MSA
V38442
Chloromethane
<0.0005
mg/L
0.0005
1
09/27/23 16:52
MSA
V38442
Di -Isopropyl Ether (DIPE)
<0.005
mg/L
0,005
1
09/27/23 16:52
MSA
V38442
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/27/23 16:52
MSA
V38442
1,2-Dibromoethane
<0.0005
mg/L
0,0005
1
09/27/23 16:52
MSA
V38442
Dibromomethane
<0.0005
mg/L
0.0005
1
09/27/23 16:52
MSA
V38442
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/27/23 16:52
MSA
V38442
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/27/2316:52
MSA
V38442
DichlorodlFluoromethane
<0.005
mg/L
0.005
1
09/27/23 16:52
MSA
V38442
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/27/23 16:52
MSA
V38442
Qualifiers/ OF
Dilution Factor
MQL
Method Quantitation Limit
Definitions

01
Waypoint
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number :23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
ft l
Jamie Corporaal
Laboratory Project Manager
Lab No : 96209 Matrix: Aqueous
Sample ID: MW-3S Sampled: 9/14/202310:55
Analytical Method: 8260D Prep Batch(es): V38441 09/27/23 09:00
Prep Method: 5030B
Test Results Units MOL DF Date / Time By Analytical
Analyzed Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
1,2-Dlchloropropane
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
trans-1,3-Dlchloropropene
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
1,4-Dioxane
0.163
mg/L
0.150
1
09/27/23
16:52
MSA
V38442
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
2-Hexanone
<0.005
mg/L
0.005
1
09/27/23
16:52
MSA
V38442
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/27/23
16:52
MSA
V38442
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/27/23
16:52
MSA
V38442
Methylene Chloride
<0.001
mg/L
0.001
1
09/27/23
16:52
MSA
V38442
Styrene
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
Tetrahydrofuran
0.035
mg/L
0.010
1
09/27/23
16:52
MSA
V38442 _
Toluene
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/27/23
16:52
MSA
V38442
Trichloroethene
<0.0005
mg/L
0.0005
1
09/2712316:52
MSA
V38442
Qualifiers/ DF
Dilution Factor
MQL
Method Quantitation
Llmit
Definitions

00
Waypoint,
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANALYSIS
Report Date : 10/02/2023
Received : 09/26/2023
�'X
Jamie Corporaal
Laboratory Project Manager
Lab No : 96209
Sample ID : MW-3S
Matrix: Aqueous
Sampled: 9/14/2023 10:55
Analytical Method: 8260D
Prep Batch(es):
V38441 09/27/23 09:00
Prep Method: 5030E
Test
Results
Units
MOL
DF
Date / Time By Analytical
Analyzed
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/27/23 16:52 MSA
V38442
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/27/23 16:52 MSA
V38442
Vinyl Acetate
<0.002
mg/L
0.002
1
09/27/23 16:52 MSA
V38442
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/27/23 16:52 MSA
V38442
o-Xylene
<0.0005
mg/L
0.0005
1
09/27/23 16:52 MSA
V38442
m,p-Xylene
<0.001
mg/L
0.001
1
09/27/23 16:52 MSA
V38442
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/27/23 16:52
V38442
Surrogate: 4-Bromofluorobenzene
97.0
Limits: 80-124%
1 09/27/23 16:52 MSA
V38442
Surrogate: Dibromonuoromethane
98.4
Limits: 75-129%
1 09/27/23 16:52 MSA
V38442
Surrogate: 1,2-Dichloroethane - d4
97.2
Limits: 63-136%
1 09/27/23 16:52 MSA
V38442
Surrogate: Toluene-d8
100
Limits: 77-123%
1 09/27/23 16:52 MSA
V38442
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

0,
Waypoint
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanaiytical.com
C&D Landfill, Inc.
REPORT OFANALYSIS
Report Date : 10/02/2023
Received : 09/26/2023
41(c C
Jamie Corporaal
Laboratory Project Manager
Lab No : 96210
Sample ID : MW-3A
Matrix:
Sampled:
Aqueous
9/13/2023 16:15
Analytical Method: 8260D
Prep Batch(es):
V38441 09/27/23
09:00
Prep Method: 5030E
Test
Results
Units
MOIL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
0.010
mg/L
0.005
1
09/27/23
15:33
MSA
V38442
Acrylonitrile
<0.005
mg/L
0.005
1
09/2712315:33
MSA
V38442
Benzene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
Bromochloromethane
<0.001
mg/L
0.001
1
09/27/23
15:33
MSA
V38442
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
Bromoform
<0.005
mg/L
0.005
1
09/27/23
15:33
MSA
V38442
Bromomethane
<0.001
mg/L
0.001
1
09/27/23
15:33
MSA
V38442
Carbon Disulfide
<0.005
mg/L
0.005
1
09/27/23
15:33
MSA
V38442
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442 _
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
Chloroethane
<0.001
mg/L
0.001
1
09/27/23
15:33
MSA
V38442
Chloroform
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
Chloromethane
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
DI -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/27/23
15:33
MSA
V38442
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/27/23
15:33
MSA
V38442
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
Dibromomethane
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/27/23
15:33
MSA
V38442
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
Dichlorodifiuoromethane
<0.005
mg/L
0,005
1
09/27/23
15:33
MSA
V38442
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
Qualifiers/ OF Dilution Factor MQL Method Quantitation Limit
Definitions

1 0,
Waypoint..
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypoi ntana lytica I som
C&D Landfll, Inc.
Report Number : 23-269-0050 REPORT OFANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
04
Jamie Corporaal
Laboratory Project Manager
Lab No : 96210 Matrix: Aqueous
Sample ID: MW-3A Sampled: 9/13/2023 16:15
Analytical Method: 8260D
Prep Method: 5030E
Test
Results
Prep Batch(es):
Units
V38441 09/27/23
MOL
09:00
DF
Date / Time
Analyzed
By
Analytical
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
1,2-Dlchloropropane
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
1,4-Dloxane
<0.150
mg/L
0.150
1
09/27/23
15:33
MSA
V38442
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
2-Hexanone
<0.005
mg/L
0.005
1
09/27/23
15:33
MSA
V38442
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/27/23
15:33
MSA
V38442
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/27/23
15:33
MSA
V38442
Methylene Chloride
<0.001
mg/L
0.001
1
09/27/23
15:33
MSA
V38442
Styrene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
Tetrahydrofuran
0.022
mg/L
0.010
1
09/27/23
15:33
MSA
V38442
Toluene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442 _
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
Trichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
15:33
MSA
V38442
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

1 01
217
`V\/aypoint,. 449 Springbrook Rd, Charlotte, NC 28364
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landflll, Inc.
Ann Baynor Report Date : 10/02/2023
114 Oakmont Dr Information : Received : 09/26/2023�A}
�� Greenville, NC 27858 /�,-? ,..s.",e//
Jamie Corporaal
Report Number : 23-269-0050 REPORTOFANALYSIS Laboratory Project Manager
Lab No : 96210
Sample ID: MW-3A
Matrix:
Sampled:
Aqueous
9/13/2023 16:15
Analytical Method: 8260D
Prep Batch(es):
V38441 09/27/23
09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date / Time
By Analytical
Analyzed
Batch
TrichloroFluoromethane
<0.0005
mg/L
0.0005
1
09/27/23 15:33
MSA
V38442
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/27/23 15:33
MSA
V38442
Vinyl Acetate
<0.002
mg/L
0.002
1
09/27/23 15:33
MSA
V38442
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/27/23 15:33
MSA
V38442
o-Xylene
<0.0005
mg/L
0.0005
1
09/27/23 15:33
MSA
V38442
m,p-Xylene
<0.001
mg/L
0.001
1
09/27/23 15:33
MSA
V38442
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/27/23 15:33
V38442
Surrogate:4-BromoFluorobenzene
101
Limits:80-124%
1 09/2712315:33
MSA
V38442
Surrogate: DibromoFluoromethane
99.4
Limits: 75-129%
1 09/27/23 15:33
MSA
V38442
Surrogate: 1,2-Dichloroethane - d4
96.8
Limits: 63-136%
1 09/27/23 15:33
MSA
V38442
Surrogate: Toluene-d8
101
Limits: 77-123%
1 09/27/23 15:33
MSA
V38442
Qualifiers/ OF Dilution Factor MQL Method Quantitation Limit
Definitions

0,
Waypointy.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-269-0050
449 Springbrook Rd, Charlotte, NC 28227
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANALYSIS
Report Date : 10/02/2023
Received : 09/26/2023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96211
Matrix: Aqueous
Sample ID: MW-5
Sampled:
9/14/2023 16:00
Analytical Method: 8260D
Prep Batch(es):
V38403
09/26/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
0.005
mg/L
0.005
1
09/26/23 23:49
MSA
V38404
Acrylonitrile
<0.005
mg/L
0.005
1
09/26/23 23:49
MSA
V38404
Benzene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Bromochloromethane
<0.001
mg/L
0.001
1
09/26/23 23:49
MSA
V38404
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Bromoform
<0.005
mg/L
0.005
1
09/26/23 23:49
MSA
V38404
Bromomethane
<0.001
mg/L
0.001
1
09/26/23 23:49
MSA
V38404
Carbon Disulfide
<0.005
mg/L
0.005
1
09/26/23 23:49
MSA
V38404
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Chlorodibromomethane
<0.0005
mg/L
0,0005
1
09/26/23 23:49
MSA
V38404
Chloroethane
<0.001
mg/L
0.001
1
09/26/23 23:49
MSA
V38404
Chloroform
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Chloromethane
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Di -Isopropyl Ether(DIPE)
<0.005
mg/L
0.005
1
09/26/23 23:49
MSA
V38404
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/26/23 23:49
MSA
V38404
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Dibromomethane
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/26/23 23:49
MSA
V38404
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Dichlorodifiuoromethane
<0.005
mg/L
0.005
1
09/26/23 23:49
MSA
V38404
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Qualifiers/ OF
Dilution Factor
MQL Method Quantltation
Limit
Definitions

01
Waypointx
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OF ANAL PSIS
Report Date : 10/02/2023
Recceived : 09/26/2023
�/X
*&w
Jamie Corporaal
Laboratory Project Manager
Lab No : 96211
Matrix:
Aqueous
Sample ID : MW-5
Sampled:
9/14/2023 16:00
Analytical Method: 8260D
Prep Batch(es):
V38403
09/26/23 09:00
Prep Method: 5030B
Test
Results
Units
MOL
DF
Date ITime
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V36404
cis-1,3-Dichlaropropene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
1,4-Dtoxane
<0.150
mg/L
0.150
1
09/26/23 23:49
MSA
V38404
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
2-Hexanone
<0.005
mg/L
0.005
1
09/26/23 23:49
MSA
V38404
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/26/23 23:49
MSA
V38404
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/26/23 23:49
MSA
V38404
Methylene Chloride
<0.001
mg/L
0.001
1
09/26/23 23:49
MSA
V38404
Styrene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/26/23 23:49
MSA
V38404
Toluene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
1,1,1-Trlchloroethane
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
1,1,2-Trlchloroethane
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Trichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 23:49
MSA
V38404
Qualifiers/ DF Dilution
Factor
MQL Method Quantltation Limit
Definitions

0 0.
Waypoint.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OF ANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
�/X
*ad
Jamie Corporaal
Laboratory Project Manager
Lab No : 96211 Matrix: Aqueous
Sample ID: MW-5 Sampled: 9/14/2023 16:00
Analytical Method: 8260D Prep Batch(es): V38403 09/26/23 09:00
Prep Method: 5030E
Test Results Units MOIL OF Date/Time By Analytical
Analyzed Batch
TrichloroFluoromethane
<0.0005
mg/L
0.0005
1
09/26/23 23:49 MSA
V38404
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/26/23 23:49 MSA
V38404
Vinyl Acetate
<0.002
mg/L
0.002
1
09/26/23 23:49 MSA
V38404
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/26/23 23:49 MSA
V38404
o-Xylene
<0.0005
mg/L
0.0005
1
09/26/23 23:49 MSA
V38404
m,p-Xylene
<0.001
mg/L
0.001
1
09/26/23 23:49 MSA
V38404
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/26/23 23:49
V38404
Surrogate: 4-Bromofiuorobenzene
104
Limits: 80-124%
1 09/26/23 23:49 MSA
V38404
Surrogate: Dibromofiuoromethane
99.6
Limits: 75-129%
1 09/26/23 23:49 MSA
V38404
Surrogate: 1,2-Dichloroethane - d4
96.6
Limits: 63-136%
1 09/26/23 23:49 MSA
V38404
Surrogate: Toluene-d8
98.2
Limits: 77-123%
1 09/26/23 23:49 MSA
V38404
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

• 0,
Waypoint.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
�/X
Jamie Corporaal
Laboratory Project Manager
Lab No : 96212 Matrix: Aqueous
Sample ID: MW-6 Sampled: 9/14/2023 16:45
Analytical Method: 8260D Prep Batch(es): V38403 09/26/23 09:00
Prep Method: 5030E
Test Results Units MOL DF Date/Time By Analytical
Analyzed Batch
Acetone
<0.005
mg/L
0.005
1
09/26/23 22:30
MSA
V38404
Acrylonitrile
<0.005
mg/L
0.005
1
09/26/23 22:30
MSA
V38404
Benzene
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Bromochloromethane
<0.001
mg/L
0.001
1
09/26/23 22:30
MSA
V38404
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Bromoform
<0.005
mg/L
0.005
1
09/26/23 22:30
MSA
V38404
Bromomethane
<0.001
mg/L
0.001
1
09/26/23 22:30
MSA
V38404
Carbon Disulfide
<0.005
mg/L
0.005
1
09/26/23 22:30
MSA
V38404
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Chloroethane
<0.001
mg/L
0.001
1
09/26/23 22:30
MSA
V38404
Chloroform
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Chloromethane
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Di -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/26/23 22:30
MSA
V38404
1,2-Dlbromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/26/23 22:30
MSA
V38404
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Dibromomethane
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
trans-1,4-Dlchloro-2-butene
<0.010
mg/L
0.010
1
09/26/23 22:30.
MSA
V38404
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Dichlorodi0uoromethane
<0.005
mg/L
0.005
1
09/26/23 22:30
MSA
V38404
1,1-Dichlomethane
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Qualifiers/ DF
Dilution Factor
MQL
Method Quantitation
Limit
Definitions

(2)
Waypoint.,
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/02/2023
�/X
Received : 09/26/2023
*a
0mle Corporaal
Laboratory Project Manager
Lab No : 96212
Sample ID: MW-6
Matrix:
Sampled:
Aqueous
9/14/2023 16:45
Analytical Method: 8260D
Prep Batch(es):
V38403 09/26/23
09:00
-
Prep Method: 5030E
Test
Results
Units
MOL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
ds-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
- 1
09/26/23 22:30
MSA
V38404
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
1,4-Dioxane
<0.150
mg/L
0.150
1
09/26/23 22:30
MSA
V38404
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404 -
2-Hexanone
<0.005
mg/L
0.005
1
09/26/23 22:30
MSA
V38404
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/26/23 22:30
MSA
V38404
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/26/23 22:30
MSA
V38404
Methylene Chloride
<0.001
mg/L
0.001
1
09/26/23 22:30
MSA
V38404
Styrene
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Tetrachloroethene
<0.0005
mg/L
0.0005
1
69/26/23 22:30
MSA
V38404
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/26/23 22:30
MSA
V39404
Toluene
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Trichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 22:30
MSA
V38404
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

(2)
Waypoint
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
0V
Jamie Corporaal
Laboratory Project Manager
Lab No : 96212
Sample ID : MW-6
Matrix: Aqueous
Sampled: 9/14/2023 16:45
Analytical Method: 8260D
Prep Batch(es):
V38403 09/26/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date / Time By Analytical
Analyzed
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/26/23 22:30 MSA
V38404
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/26/23 22:30 MSA
V38404
Vinyl Acetate
<0.002
mg/L
0.002
1
09/26/23 22:30 MSA
V38404
Vinyl Chloride
<0.0005
mg/L
0,0005
1
09/26/23 22:30 MSA
V38404
a-Xylene
<0.0005
mg/L
0.0005
1
09/26/23 22:30 MSA
V38404
m,p-Xylene
<0.001
mg/L
0.001
1
09/26/23 22:30 MSA
V38404
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/26/23 22:30
V38404
Surrogate: 4-Bromofluorobenzene
103
Limits: 80-124%
1 09/26/23 22:30 MSA
V38404
Surrogate: Dibromofluoromethane
99.6
Limits: 75-129%
1 09/26/23 22:30 MSA
V38404
Surrogate: 1,2-Dichloroethane - d4
95.8
Limits: 63-136%
1 09/26/23 22:30 MSA
V38404
Surrogate: Toluene-d8
98.4
Limits: 77-123%
1 09/26/23 22:30 MSA
V38404
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

• 0,
Waypoint,.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OEANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
ft
Jamie Corporaal
Laboratory Project Manager
Lab No : 96213
Matrix:
Aqueous
Sample ID: MW-8
Sampled:
9/15/2023 11:20
Analytical Method: 8260D
Prep Batch(es):
V38506
09/28/23 09:00
Prep Method: 5030E
Test
Results
Units
MOL
DF
Date/Time
By
Analytical
Analyzed
Batch
Acetone
0.017
mg/L
0.005
1
09/28/23 18:16
MSA
V38507
Acrylonitrile
<0.005
mg/L
0.005
1
09/28/23 18:16
MSA
V38507
Benzene
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
Bromochloromethane
<0.001
mg/L
0.001
1
09/28/23 18:16
MSA
V38507
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
Bromoform
<0.005
mg/L
0.005
1
09/28/23 18:16
MSA
V38507
Bromomethane
<0.001
mg/L
0.001
1
09/28/23 18:16
MSA
V38507
Carbon Disulfide
<0.005
mg/L
0.005
1
09/28/23 18:16
MSA
V38507
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
Chloroethane
<0.001
mg/L
0.001
1
09/28/23 18:16
MSA
V38507
Chloroform
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
Chloromethane
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
Di -Isopropyl Ether (DIPE)
<0,005
mg/L
0.005
1
09/28/23 18:16
MSA
V38507
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/28/23 18:16
MSA
V38507
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
Dibromomethane
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/28/23 18:16
MSA
V38507
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
Dichlorodifluoromethane
<0.005
mg/L
0.005
1
09/28/23 18:16
MSA
V38507
1,1-Dichloroethane
<0.0005
mg/L
0,0005
1
09/28/23 18:16
MSA
V38507
Qualifiers/ DF Dilution
Factor
MQL Method Quantitation Limit
Definitions

1 00
WaypointN
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.way po i nta na iyti ca I. co m
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
�/x *
3amle Corporaal
Laboratory Project Manager
Lab No : 96213
Matrix:
Aqueous
Sample ID : MW-8
Sampled:
9/15/2023 11:20
Analytical Method: 8260D
Prep Batch(es):
V38506
09/28/23 09:00
Prep Method: 5030B
Test
Results
Units
MCIL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
1,4-Dioxane
<0.150
mg/L
0.150
1
09/28/23 18:16
MSA
V38507
Ethylbenzene
<0.0005
mg/L
0,0005
1
09/28/23 18:16
MSA
V38507
2-Hexanone
<0.005
mg/L
0.005
1
09/28/23 18:16
MSA
V38507
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/28/23 18:16
MSA
V38507
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/26/2318:16
MSA
V38507
Methylene Chloride
<0.001
mg/L
0.001
1
09/28/23 18:16
MSA
V38507
Styrene
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
Tetrachloroethene
<0.0005
mg/L
0.6005
1
09/28/23 18:16
MSA
V38507
Tetrahydrofuran
0.016
mg/L
0.010
1
09/28/23 18:16
MSA
V38507
Toluene
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
Trichloroethene
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
Qualifiers/ DF Dilution
Factor
MQL Method Quantitation Limit
Definitions

1 00
Main 704.SWaypointz 449 5pringbrodk Rd, Charlotte, 28217
.529.6364
ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill, Inc.
Ann Baynor Report Date : 10/02/2023
114 Oakmont Dr Information : �Vrwv
Received : 09/26/2023Greenville, NC 27858 �",yiJ/
Jamie Corporaal
Report Number : 23-269-0050 REPORT OFANAL YSIS Laboratory Project Manager
Lab No : 96213
S9mple ID: MW-8
Matrix:
Sampled:
Aqueous
9/15/2023 11:20
Analytical Method: 8260D
Prep Batch(es):
V38506 09/28/23
09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
1,2,3-Trlchloropropane
<0.001
mg/L
0.001
1
09/28/23 18:16
MSA
V38507
Vinyl Acetate
<0.002
mg/L
0.002
1
09/28/23 18:16
MSA
V38507
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
o-Xylene
<0.0005
mg/L
0.0005
1
09/28/23 18:16
MSA
V38507
m,p-Xylene
<0.001
mg/L
0.001
1
09/28/23 18:16
MSA
V38507
Xylene CTotal)
<0.0005
mg/L
0.0005
1
09/28/23 18:16
V38507
Surrogate: 4-Bromofiuorobenzene
102
Limits: 80-124%
1 09/28/23 18:16
MSA
V38507
Surrogate: Dibromofiuoromethane
98.6
Limits: 75-129%
1 09/28/23 18:16
MSA
V38507
Surrogate: 1,2-Dichloroethane - d4
98.2
Limits: 63-136%
1 09/28/23 18:16
MSA
V38507
Surrogate: Toluene -dB
99.6
Limits: 77-123%
1 09/28/23 18:16
MSA
V38507
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

0,
Waypoint.
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96214
Matrix: Aqueous
Sample ID : MW-13
Sampled:
9/13/2023 16:30
Analytical Method: 8260D
Prep Batch(es):
V38441
09/27/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
0,006
mg/L
0.005
1
09/27/23 15:59
MSA
V38442
Acrylohitrlle
<0.005
mg/L
0.005
1
09/27/23 15:59
MSA
V38442
Benzene
0.001
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
Bromochloromethane
<0.001
mg/L
0.001
1
09/27/23 15:59
MSA
V38442
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
Bromoform
<0.005
mg/L
0.005
1
09/27/23 15:59
MSA
V38442
Bromomethane
<0.001
mg/L
0.001
1
09/27/23 15:59
MSA
V38442
Carbon Disulfide
<0.005
mg/L
0.005
1
09/27/23 15:59
MSA
V38442
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/2712315:59
MSA
V38442
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
Chloroethane
<0.001
mg/L
0.001
1
09/27/23 15:59
MSA
V38442
Chloroform
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
Chloromethane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
Di -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/27/23 15:59
MSA
V38442
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/27/23 15:59
MSA
V38442
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
Dibromomethane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/27/23 15:59
MSA
V38442
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
DichlorodiFluoromethane
<0.005
mg/L
0.005
1
09/2712315:59
MSA
V38442
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
Qualifiers/ DF
Dilution Factor
MQL Method Quantitation Limit
Definitions

1 0,
Waypoint.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OF ANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
�t c
Jamie Corporaal
Laboratory Project Manager
Lab No : 96214
Matrix: Aqueous
Sample ID: MW-13
Sampled:
9/13/2023 16:30
Analytical Method: 8260D
Prep Batch(es):
V38441
09/27/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date I Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
cis-1,2-Dichloroethene
0.001
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
'V38442
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
1,4-Dioxane
<0.150
mg/L
0.150
1
09/27/23 15:59
MSA
V38442
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
2-Hexanone
<0.005
mg/L
0.005
1
09/27/23 15:59
MSA
V38442
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/27/23 15:59
MSA
V38442
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/27/23 15:59
MSA
V38442
Methylene Chloride
<0.001
mg/L
0.001
1
09/27/23 15:59
MSA
V38442
Styrene
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09127/2315:59
MSA
V38442
Tetrahydrofuran
0.012
mg/L
0.010
1
09/27/23 15:59
MSA
V38442
Toluene
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
Trichloroethene
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
Qualifiers/ DF
Dilution Factor
MQL Method Quantitation Limit
Definitions

I Go
Waypoint..
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Or
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Project C&D Landflll, Inc.
Information :
REPORT OFANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
�%
Jamie Corporaal
Laboratory Project Manager
Lab No : 96214
Matrix:
Aqueous
Sample ID: MW-13
Sampled:
9/13/2023 16:30
Analytical Method: 8260D
Prep Batch(es):
V38441 09/27/23
09:00
Prep Method: 5030B
Test
Results
Units
MClL
DF
Date I Time
By Analytical
Analyzed
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/27/23 15:59
MSA
V38442
Vinyl Acetate
<0.002
mg/L
0,002
1
09/27/23 15:59
MSA
V38442
Vinyl Chloride
OA02
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
o-Xylene
<0.0005
mg/L
0.0005
1
09/27/23 15:59
MSA
V38442
m,p-Xylene
<0.001
mg/L
0.001
1
09/27/23 15:59
MSA
V38442
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/27/23 15:59
V38442
Surrogate:4-Bromofluorobenzene
101
Limits:80-124%
1 09/27/23 15:59
MSA
V38442
Surrogate: Dibromofluoromethane
SOS
Limits: 75-129%
1 09/27/23 15:59
MSA
V38442
Surrogate: 1,2-Dichloroethane - d4
97.8
Limits: 63-136%
1 09/27/23 15:59
MSA
V38442
Surrogate: Toluene -dB
101
Limits: 77-123%
1 09/27/23 15:59
MSA
V38442
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

01
Waypoint
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number: 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.wiiypointanalytical.com
C&D Landflll, Inc.
REPORTOFANALYSIS
Report Date : 10/02/2023
Received : 09/26/2023
Jamie Corporaal
Laboratory Project Manager
Lab No : 96215
Matrix: Aqueous
Sample ID : MW-125
Sampled: 9/14/2023 9:30
Analytical Method: 8260D
Prep Batch(es):
V38441
09/27/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
0.021
mg/L
0.005
1
09/27/23 17:18
MSA
V38442 .
Acrylonitrile
<0.005
mg/L
0.005
1
09/27/23 17:18
MSA
V38442
Benzene
0.001
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
Bromochloromethane
<0.001
mg/L
0.001
1
09/27/23 17:18
MSA
V38442
Bromodlchloromethane
<0.0005
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
Bromoform
<0.005
mg/L
0.005
1
09/27/23 17:18
MSA
V38442
Bromomethane
<0.001
mg/L
0.001
1
09/27/23 17:18
MSA
V38442
Carbon Disulfide
<0.005
mg/L
0.005
1
09/27/23 17:18
MSA
V38442
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
Chloroethane
<0.001
mg/L
0.001
1
09/27/23 17:18
MSA
V38442
Chloroform
<0.0005
mg/L
0.0005
1
09/27/23 17:18
MSA
V39442
Chloramethane
<0.0005
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
Di -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/27/23 17:18
MSA
V38442
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/27/23 17:18
MSA
V38442
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
Dibromomethane
<0.0005
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/27/23 17:18
MSA
V38442
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
Dlchlorodi0uoromethane
<0.005
mg/L
0.005
1
09/27/23 17:18
MSA
V38442
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
Qualifiers/ DF
Dilution Factor
MQL Method Quantitatlon
Limit
Definitions

0,
Waypo nt
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landflll, Inc.
REPORT OFANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
�/X
Jamie Corporaal
Laboratory Project Manager
Lab No : 96215
Matrix:
Aqueous
Sample ID: MW-12S
Sampled:
9/14/2023 9:30
Analytical Method: 8260D
Prep Batch(es):
V38441
09/27/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
1,4-Dloxane
<0.150
mg/L
0.150
1
09/27/23
17:18
MSA
V38442
Ethylbenzene
<0.0005
mg/L
0,0005
1
09/27/23
17:18
MSA
V38442
2-Hexanone
<0.005
mg/L
0.005
1
09/27/23
17:18
MSA
V38442
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/27/23
17:18
MSA
V38442
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/27/23
17:18
MSA
V38442
Methylene Chloride
<0.001
mg/L
0.001
1
09/27/23
17:18
MSA
V38442
Styrene
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
Tetrahydrofuran
0.042
mg/L
0.010
1
09/27/23
17:18
MSA
V38442
Toluene
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
Trlchloroethene
<0.0005
mg/L
0.0005
1
09/27/23
17:18
MSA
V38442
Qualifiers/ DF Dilution
Factor
MQL Method Quantitatlon Limit
Definitions

�Naypoinit Main in 7070449 Springbrook Rd, CNari28217
4.529.6364
ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill, Inc.
Ann Baynor Report Date : 10/02/2023
114 Oakmont Dr Information : Receive
d : 09/26/2023
Greenville , NC 27858 �/X
Jamie Corporaal
Report Number: 23-269-0050 REPORT OPANAL YSIS Laboratory Project Manager
Lab No : 96215
Sample ID: MW-12S
Matrix:
Sampled:
Aqueous
9/14/2023 9:30
Analytical Method: 8260D
Prep Batch(es):
V38441 09/27/23
09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/27/23 17:18
MSA
V38442
Vinyl Acetate
<0.002
mg/L
0.002
1
09/27/23 17:18
MSA
V38442
Vinyl Chloride
0.0007
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
o-Xylene
<0.0005
mg/L
0.0005
1
09/27/23 17:18
MSA
V38442
m,p-Xylene
<0.001
mg/L
0.001
1
09/27/23 17:18
MSA
V38442
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/27/23 17:18
V38442
Surrogate: 4-Bromofluorobenzene
97.8
Limits: 80-124%
1 09/27/23 17:18
MSA
V38442
Surrogate: Dlbromofluoromethane
100
Limits: 75-129%
1 09/27/23 17:18
MSA
V38442
Surrogate: 1,2-Dichloroethane - d4
100
Limits: 63-136%
1 09/27/23 17:18
MSA
V38442
Surrogate: Toluene-d8
100
Limits: 77-123%
1 09/27/23 17:18
MSA
V38442
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

I G
WaypointY.
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C8LD Landfill, Inc.
REPORT OFANALYSIS
Report Date : 10/02/2023
Received : 09/26/2023
�/X
Jamie Corporeal
Laboratory Project Manager
Lab No : 96216
Sample ID : MW-145
Matrix:
Sampled:
Aqueous
9/15/2023 13:30
Analytical Method: 8260D
Prep Batch(es):
V38506 09/28/23
09:00
Prep Method: 5030E
Test
Results
Units
MOL
DF
Date I Time
By
Analytical
Analyzed
Batch
Acetone
0.014
mg/L
0.005
1
09/28/23 18:42
MSA
V38507
Acrylonitrile
<0.005
mg/L
0.005
1
09/28/23 18:42
MSA
V38507
Benzene
0.001
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Bromochloromethane
<0.001
mg/L
0.001
1
09/28/23 18:42
MSA
V38507
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Bromoform
<0.005
mg/L
0.005
1
09/28/23 18:42
MSA
V38507
Bromomethane
<0.001
mg/L
0.001
1
09/28/23 18:42
MSA
V38507
Carbon Disulfide
<0.005
mg/L
0.005
1
09/28/23 18:42
MSA
V38507
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Chloroethane
<0.001
mg/L
0.001
1
09/28/23 18:42
MSA
V38507
Chloroform
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Chloromethane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
DI -Isopropyl Ether(DIPE)
<0.005
mg/L
0.005
1
09/28/23 18:42
MSA
V38507
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/28/23 18:42
MSA
V38507
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Dibromomethane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
trans-1,4-Dichloro-2-butene
<0,010
mg/L
0.010
1
09/28/23 18:42
MSA
V38507
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Dichlorodi0uoromethane
<0.005
mg/L
0.005
1
09/28/23 18:42
MSA
V38507
1,1-Dichlomethane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

0,
`Vliaypoi nt,.
ANALYTICAL
00435
-Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OF ANALYSIS
Report Date : 10/02/2023
Received : 09/26/2023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96216
Matrix:
Aqueous
Sample ID: MW-145
Sampled:
9/15/2023 13:30
Analytical Method: 8260D
Prep Batch(es):
V38506
09/28/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
1,4-Dioxane
<0.150
mg/L
0.150
1
09/28/23 18:42
MSA
V38507
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
2-Hexanone
<0.005
mg/L
0.005
1
09/28/23 18:42
MSA
V38507
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/28/23 18:42
MSA
V38507
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/28/23 18:42
MSA
V38507
Methylene Chloride
<0.001
mg/L
0.001
1
09/28/23 18:42
MSA
V38507
Styrene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Tetrahydrofuran
0.037
mg/L
0.010
1
09/28/23 18:42
MSA
V38507
Toluene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Trichloroethene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
Qualifiers/ DF Dilution
Factor
MQL Method Quantitation Limit
Definitions

00
+Waypoint1
ANALYTICAL
00435
Waypoint Analytical - Greenvllle Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica Isom
C&D Landfill, Inc.
REPORT OF ANALYSIS
Report Date : 10/02/2023
Received : 09/26/2023
�t C
Jamie Corporaal
Laboratory Project Manager
Lab No : 96216
Sample ID: MW-14S
Matrix:
Sampled:
Aqueous
9/15/2023 13:30
Analytical Method: 8260D
Prep Batch(es):
V38506
09/28/23 09:00
Prep Method: 5030B
Test
Results
Units
MCL
DF
Date I Time
By Analytical
Analyzed
Batch
Trichlorofiuoromethane
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/28/23 18:42
MSA
V38507
Vinyl Acetate
<0.002
mg/L
0.002
1
09/28/23 18:42
MSA
V38507
Vinyl Chloride
0.001
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
o-Xylene
<0.0005
mg/L
0.0005
1
09/28/23 18:42
MSA
V38507
m,p-Xylene
<0.001
mg/L
0.001
1
09/28/23 18:42
MSA
V38507
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/28/23 18:42
V38507
Surrogate:4-BromoFluorobenzene
103
Limits:80-124%
1 09/28/23 18:42
MSA
V38507
Surrogate: Dibromofiuoromethane
98.4
Limits:
75-129%
1 09/28/23 18:42
MSA
V38507
Surrogate: 1,2-Dichloroethane - d4
95.8
Limits:
63-136%
1 09/28/23 18:42 MSA
V38507
Surrogate: Toluene -dB
100
Limits:
77-123%
1 09/28/23 18:42 MSA
V38507
Qualifiers/ DF Dilution Factor MQL Method Quantitatlon Limit
Definitions

Go
Waypoinrt.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OF ANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
�/X ��d
Jamie Corporaal
Laboratory Project Manager
Lab No : 96217
Matrix: Aqueous
Sample ID: MW-2S-DUP
Sampled:
9/14/2023 13:30
Analytical Method: 8260D
Prep Batch(es):
V38441
09/27/23 09:00
Prep Method: 5030E
Test
Results
Units
MOIL
DF
Date / Time
By
Analytical
Analysed
Batch
Acetone
0.024
mg/L
0.005
1
09/27/23 17:44
MSA
V38442
Acrylonitrile
<0.005
mg/L
0.005
1
09/27/23 17:44
MSA
V38442
Benzene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
Bromochloromethane
<0.001
mg/L
0.001
1
09/27/23 17:44
MSA
V38442
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
Bromoform
<0.005
mg/L
0.005
1
09/27/23 17:44
MSA
V38442
Bromomethane
<0.001
mg/L
0.001
1
09/27/23 17:44
MSA
V38442
Carbon Disulfide
<0.005
mg/L
0.005
1
09/27/23 17:44
MSA
V38442
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442.
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
Chloroethane
<0.001
mg/L
0.001
1
09/27/23 17:44
MSA
V38442
Chloroform
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
Chloromethane
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
DI -Isopropyl Ether (DIPE)
<0.005
- mg/L
0.005
1
09/27/23 17:44
MSA
V38442
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/27/23 17:44
MSA
V38442
1,2-Dibromoethane
<0.0005
mg/L
6.0005
1
09/27/23 17:44
MSA
V38442
Dibromomethane
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/27/23 17:44
MSA
V38442
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
Dichlorodi0uoromethane
<0.005
mg/L
0.005
1
09/27/23 17:44
MSA
V38442
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
Qualifiers/ DF
Dilution Factor
MQL Method Quantitation Limit
Definitions

• 0,
Waypoint
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0050
449 Springbrook Rd, Charlotte, NC 28227
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFAIVAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
�/X *00'
Jamie Corporaal
Laboratory Project Manager
Lab No : 96217
Matrix:
Aqueous
Sample ID: MW-2S-DUP
Sampled:
9/14/2023 13:30
Analytical Method: 8260D
Prep Batch(es):
V38441 09/27/23
09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
1,2-Dlchloropropane
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
trans-1,3-Dlchloropropene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
1,4-Dioxane
<0.150
mg/L
0.150
1
09/2712317:44
MSA
V36442
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
2-Hexanone
<0.005
mg/L
0.005
1
09/27/23 17:44
MSA
V38442
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/27/23 17:44
MSA
V38442
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/27/23 17:44
MSA
V38442
Methylene Chloride
<0.001
mg/L
0.001
1
09/27/23 17:44
MSA
V38442
Styrene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
Tetrahydrofuran
0.021
mg/L
0.010
1
09/27/23 17:44
MSA
V38442
Toluene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
1,1,2-Trlchloroethane
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
Trichloroethene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
Qualifiers/ OF Dilution
Factor
MQL
Method Quantltation Limit
Definitions

00
Waypoint,
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
�%
Jamie Corporaal
Laboratory Project Manager
Lab No : 96217 Matrix: Aqueous
Sample ID: MW-2S-DUP Sampled: 9/14/202313:30
Analytical Method: 8260D
Prep Method: 5030E
Test
Results
Prep Batch(es):
Units
V38441 09/27/23 09:00
MQL DF
Date t Time
Analyzed
By
Analytical
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/27/23 17:44
MSA
V38442
Vinyl Acetate
<0.002
mg/L
0.002
1
09/27/23 17:44
MSA
V38442
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
o-Xylene
<0.0005
mg/L
0.0005
1
09/27/23 17:44
MSA
V38442
m,p-Xylene
<0.001
mg/L
0.001
1
09/27/23 17:44
MSA
V38442
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/27/23 17:44
V38442
Surrogate:4-Bromofluorobenzene
99.6
Limits:80-124%
1 09/2712317:44
MSA
V38442
Surrogate: Dibromofluoromethane
99.4
Limits: 75-129%
1 09/27/23 17:44
MSA
V38442
Surrogate: 1,2-Dichloroethane - d4
97.6
Limits: 63-136%
1 09/27/23 17:44
MSA
V38442
Surrogate: Toluene-d8
101
Limits: 77-123%
1 09/27/23 17:44
MSA
V38442
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

• 0,
Waypoint
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number :23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/02/2023
Received : 09/26/2023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96218 Matrix: Aqueous
Sample ID : Trip Blank - 1 Sampled: 9/13/2023 0:00
Analytical Method: 8260D Prep Batch(es): V38403 09/26/23 09:00
Prep Method: 5030B
Test Results Units MQL DF Date / Time By Analytical
- Analyzed Batch
Acetone
<0.005
mg/L
0.005
1
09/26/23 18:35
MSA
V38404
Acrylonitrlle
<0.005
mg/L
0.005
1
09/26/23 18:35
MSA
V38404
Benzene
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
Bromochloromethane
<0.001
mg/L
0.001
1
09/26/23 18:35
MSA
V38404
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
Bromoform
<0.005
mg/L
0.005
1
09/26/23 18:35
MSA
V38404
Bromomethane
<0.001
mg/L
0.001
1
09/26/23 18:35
MSA
V38404
Carbon Disulfide
<0.005
mg/L
0.005
1
09/26/23 18:35
MSA
V38404
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
Chloroethane
<0.001
mg/L
0.001
1
09/26/23 18:35
MSA
V38404
Chloroform
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
Chloromethane
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
Di -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/26/23 18:35
MSA
V38404
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/26/23 18:35
MSA
V38404
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
Dibromomethane
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/26/23 18:35
MSA
V38404
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
Dichlorodifiuoromethane
<0.005
mg/L
0.005
1
09/26/23 18:35
MSA
V38404
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09126/2318:35
MSA
V38404
Qualifiers/ DF
Dilution Factor
MQL
Method Quantltation
Limit
Definitions

0,
Waypoint_.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANALYSIS
Report Date : 10/02/2023
Received : 09/26/2023
��j L�r�>4'yti I.tGfi�f/
Jamie Corporalall
Laboratory Project Manager
Lab No : 96218
Sample ID : Trip Blank- 1
Matrix:
Sampled:
Aqueous
9/13/2023 0:00
Analytical Method: 8260D
Prep Batch(es):
V38403 09/26/23
09:00
Prep Method: 5030E
Test
Results
Units
MOL
DF
Date/Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
1,4-Dioxane
<0.150
mg/L
0.150
1
09/26/23 18:35
MSA
V38404
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
2-Hexanone
<0.005
mg/L
0.005
1
09/26/23 18:35
MSA
V38404
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/26/23 18:35
MSA
V38404
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/26/23 18:35
MSA
V36404
Methylene Chloride
<0.001
mg/L
0.001
1
09/26/23 18:35
MSA
V38404
Styrene
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/26/23 18:35
MSA
V38404
Toluene
<0.0005
mg/L
0.0005
1
09126/2318:35
MSA
V38404
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
1, 1,2-Trlchloroethane
<0.0005
mg/L
0.0005
1
09/26/23 18:35
MSA
V38404
Trichloroethene
<0.0005
mg/L
0,0005
1
09/26/23 18:35
MSA
V38404
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

0 0,
Waypaint
ANALYTICAL
00435
Waypoint Analytical - Greenvllle Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27856
Report Number : 23-269-0050
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANALYSIS
Report Date : 10/02/2023
Received : 09/26/2023
�/X
t
3amle Corporaal
Laboratory Project Manager
Lab No : 96218
Sample ID : Trip Blank - 1
Matrix: Aqueous
Sampled: 9/13/2023 0:00
Analytical Method: 8260D
Prep Batch(e5):
V38403 09/26/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL DF
Date/Time By
Analytical
Analyzed
Batch
Trlchlorofluoromethane
<0.0005
mg/L
0.0005
1
09/26/23 18:35 MSA
V38404
1,2,3-Trichioropropane
<0.001
mg/L
0.001
1
09/26/23 18:35 MSA
V38404
Vinyl Acetate
<0.002
mg/L
0.002
1
09/26/23 18:35 MSA
V38404
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/26/23 18:35 MSA
V38404
o-Xylene
<0.0005
mg/L
0.0005
1
09/26/23 18:35 . MSA
V38404
m,p-Xylene
<0.001
mg/L
0.001
1
09/26/23 18:35 MSA
V38404
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/26/23 18:35
V38404
Surrogate:4-Bromofluorobenzene
104
Limits:80-124%
1 09/26/23 18:35 MSA
V38404
Surrogate: Dibromofluoromethane
98.8
Limits: 75-129%
1 09/26/23 18:35 MSA
V38404
Surrogate: 1,2-Dichloroethane - d4
95.8
Limits: 63-136%
1 09/26/23 18:35 MSA
V38404
Surrogate: Toluene -dB
99.4
Limits: 77-123%
1 09/26/23 18:35 MSA
V38404
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

WaypAoint..
NALYTICAL
449 Springbrook Rd, Charlotte, NC. 28217
Main 704.529,6364
www.waypointanaivtcal.com
Shipment Receipt Form
Customer Number: 00435
Customer Name: Waypoint Analytical -Greenville
Report Number: 23-269-0050
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
IRT15 2.8C
Shipping container/cooler uncompromised?
(0) Yes
0 No
Number of coolers/boxes received
ri
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 label(s)?
* Yes
0 No
COC properly completed
* Yes
0 No
Samples in proper containers?
* Yes
0 No
Sample containers intact?
* Yes
0 No
Sufficient sample volume for indicated test(s)?
* Yes
0 No
All samples received within holding time?
* Yes
0 No
Cooler temperature in compliance?
Q Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
* Yes
0 No
Water - Sample containers properly preserved
# Yes
0 No
0 N/A
Water - VOA vials free of headspace
# Yes
0 No
0 N/A
Trip Blanks received with VOAs
* Yes
0 No
0 N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
# N/A
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
F_ Low concentration EnCore samplers (48 hr)
F_ Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes # No
Comments:
Signature: amie Corporaal Date & Time: 09/26/2023 11:47:23

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Orlando, FL
The results set forth herein are provided by SGS North America Inc. e-Hardeopy 2.0
AWontatetl Report
Technical Report for
Waypoint Analytical
C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
6003T
SGS Job Number: FC9718
Sampling Dates: 09/13/23 - 09/15/23
Report to:
it Analytical
7085
ile. NC 27835
TTN: Ann Brown
Total number of pages to report: 19
Test results contained within this data package meet the requirements
of the National Environmental laboratory Accreditation Program
and/or stale specific certification programs as applicable unless noted
In We narrative, comments or footnotes.
Norm Farmer
Technical Director
Client Service contact: Ariel Hartney 407-425-6700
Certifications: FL(E83510), LA(03051), KS(E-10327), NC(573), NI(FL002), NY(12022), SC(96038001)
Ono ELAP(ANAB L2229), AZ(AZ0808), CA(2937), TX(T104704404), PA(68-03573), VA(460177),
AL, AK, AR, CT, IA, KY, MA, MI. MS, NO, NH, NV, OK, OR, IL, UT, VT, WA, WI, WV
This report shall not be reproduced, except In Its entirety, without the written approval of SGS.
Test results relate only to samples analyzed.
SGS North America Inc. • 4405 Vineland Road • Suite C-15 • Orlando, FL 32811 • tel: [phone]
SGS is the sole authority for authorizing edits or modifications to this document Please share your ideas about
Unauthorized modification of this report is strictly prohibited. how we can serve you better at:
Review stmulard terms al: http://ww%v.sgs.cmn/cii/terms-and-conditions ENS. US.CustomerCmc!a?sgsxtan
1 of 19
FC9718

Sections: o
Table of Contents
-I-
Section1: Sample Summary...................................................................................................
3
Section2: Summary of Hits....................................................................................................
4
Section3: Sample Results........................................................................................................
6
3.1: FC9718-1: MW-2S.......................................................................................................
7
3.2: FC9718-2: MW-3S.......................................................................................................
8
3.3: FC9718-3: MW-3A.......................................................................................................
9
3.4; FC9718-4: MW-5..........................................................................................................
10
3.5: FC9718-5: MW-6..........................................................................................................
11
3.6: FC9718-6: MW-8..........................................................................................................
12
3.7: FC9718-7: MW-13........................................................................................................
13
3.8: FC9718-8: MW-12S.....................................................................................................
14
3.9: FC9718-9: MW-14S.....................................................................................................
15
3.10: FC9718-10: MW-2S-DUP..........................................................................................
16
Section 4: Misc. Forms............................................................................................................
17
4.1: Chain of Custody...........................................................................................................
18
2 of 19
_s7S7a7_
FC9718

SGS North America Inc.
Sample Summary
Waypoint Analytical
Job No: FC9718
C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
Project No: 6O03T
Sample
Collected
Matrix
Client
Number
Date
Time By
Received Code Type
Sample ID
This report contains results reported as ND = Not detected. The following applies:
Organics ND = Not detected above the MDL
FC9718-1
09/14/23
13:30 TT
09/20/23
AQ
Ground Water
MW-2S
FC9718-2
09/14/23
10:55 TT
09/20/23
AQ
Ground Water
MW-3S
FC9718-3
09/13/23
16:15 TT
09/20/23
AQ
Ground Water
MW-3A
FC9718-4
09/14/23
16:00TT
09/20/23
AQ
Ground Water
MW-5
FC9718-5
09/14/23
16:45 TT
09/20/23
AQ
Ground Water
MW-6
FC9718-6
09/15/23
11:20 TT
09/20/23
AQ
Ground Water
MW-8
FC9718-7
09/13/23
16:30 TT
09/20/23
AQ
Ground Water
MW-13
FC9718-8
09/14/23
09:30 TT
09/20/23
AQ
Ground Water
MW-12S
FC9718-9
09/15/23
13:30 TT
09/20/23
AQ
Ground Water
MW-14S
FC9718-10
09/14/23
13:30 TT
09/20/23
AQ
Ground Water
MW-2S-DUP
SG3 of 19
�' FC9718

Summary of Hits
Job Number:
FC9718
Account:
Waypoint Analytical
Project:
C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
Collected:
09/13/23 Onu 09/15/23
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
FC9718-1
MW-2S
Methane
Ethene
FC9718-2
MW-3S
Methane a
Ethene a
FC9718-3
MW-3A
Methane a
Ethene
FC9718-4
MW-5
Methane
FC9718-5
MW-6
Methane
FC9718-6
MW-8
Methane a
Ethane
Ethene
FC9718-7
MW-13
Methane
Ethene
FC9718-8
MW-12S
Methane
Ethene
FC9718-9
MW-14S
Methane a
Ethene a
700
1.2
1480
1.9
1830
0.74 J
268
596
1410
0.53 J
1.7
863
0.76 J
2600
2.1
2140
3.1
Page 1 of 2
0.50 0.16 ug/I RSKSOP-147/175
1.0 0.43 ug/l RSKSOP-147/175
5.0 1.6 ug/I
1.0 0.43 ug/l
1.0 0.32 ug/l
1.0 0.43 ug/I
RSKSOP-147/175
RSKSOP-147/175
RSKSOP-147/175
RSKSOP-147/175
0.50 0.16 ug/I RSKSOP-147/175
0.50 0.16 ug/I RSKSOP-147/175
1.0 0.32 ug/l RSKSOP-147/175
1.0 0.32 ug/I RSKSOP-147/175
1.0 0.43 ug/I RSKSOP-14VI75
0.50 0.16 ug/I RSKSOP-147/175
1.0 0.43 ug/l RSKSOP-147/175
5.0 1.6 ug/I RSKSOP-147/175
1.0 0.43 ug/I RSKSOP-147/175
5.0 1.6 ug/l RSKSOP-147/175
1.0 0.43 ug/l RSKSOP-147/175
4 of 19
FC971a

Summary of Hits Page 2 of 2
Job Number: FC9718
Account: Waypoint Analytical
Project: C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
Collected: 09/13/23 thm 09/15/23
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
FC9718-10 MW-2S-DUP
Methane 753 0.50 0.16 ug/l RSKSOP-147/175
(a) Sample was not preserved to a pH < 2.
_ SGS 5 of 19
FC9718

SGS
Orlando, FL
Sample Results
Report of Analysis
��
Section 3
SGS6 of 19
FC9718

SGS North America Inc.
Report of Analysis
Page 1 of 1
Client Sample ID:
MW-2S
Lab Sample ID:
FC9718-1
Date Sampled: 09/14/23
Matrix:
AQ - Ground Water
Date Received: 09/20/23
Method:
RSKSOP-147/175
Percent Solids: n/a
Project:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID
DF
Analyzed By Prep Date
Prep Batch Analytical Batch
Run #1 LL85090.D 1
09/26/23 10:34 SS n/a
n/a GLL2952
Run #2
Initial Volume
Headspace Volume
Volume Injected
Temperature
Run #1
38.0 mi
5.0 ml
500 ul
21 Deg. C
Run #2
CAS No.
Compound
Result
RL
MDL
Units Q
74-82-8
Methane
700
0.50
0.16
ug/1
74-84-0
Ethane
ND
1.0
0.32
ug/I
74-85-1
Ethene
1.2
1.0
0.43
ug/1
ND Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
SGS7 of 19
aiA FC9718

SGS North America Inc.
Report of Analysis
Page 1 of 1
N
Client Sample ID: MW-3S
09/14/23
Lab Sample ID: FC9718-2
Date Sampled:
Matrix:
AQ - Ground Water
Date Received:
09/20/23
Method:
RSKSOP-147/175
Percent Solids:
n/a
Project:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID DF
Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a
LL85091.D 1
09/26/2310:41 SS n/a
n/a
GLL2952
Run #2 a
LL85132.D 10
09/27/23 12:00 SS n/a
n/a
GLL2953
Initial Volume Headspace Volume Volume Injected
Temperature
Run #1
38.0 nil 5.0 ml
500 ul
21 Deg. C
Run #2
38.0 ml 5.0 ml
500 ul
21 Deg. C
CAS No.
Compound
Result RL MDL
Units Q
74-82-8
Methane
1480 b 5.0 1.6
ug/1
74-84-0
Ethane
ND 1.0 0.32
ug/l
74-85-1
Ethene
1.9 1.0 0.43
ug/I
(a) Sample was not preserved to a pH < 2.
(b) Result is from Run# 2
ND = Not detected MDL = Method Detection Limit I = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
8of19
�� FC9718

SGS North America Inc.
Report of Analysis
Page 1 of 1
W
Client Sample ID: MW-3A
09/13/23
Lab Sample ID: FC9718-3
Date Sampled:
Matrix:
AQ - Ground Water
Date Received:
09/20/23
Method:
RSKSOP-147/175
Percent Solids:
n/a
Project:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID DF
Analyzed By Prep Date Prep Batch Analytical Batch
Run #1
LL85092.D 1
09/26/23 10:49 SS n/a
n/a
GLL2952
Run #2 a
LL85133.D 1
09/27/23 12:08 SS n/a
n/a
GLL2953
Initial Volume Headspace Volume Volume Injected
Temperature
Run 41
38.0 ml 5.0 ml
500 ul
21 Deg. C
Run #2
38.0 ml 5.0 ml
250 ul
21 Deg. C
CAS No.
Compound
Result RL MDL
Units Q
74-82-8
Methane
1830 b 1.0 0.32
ug/l
74-84-0
Ethane
ND 1.0 0.32
ug/l
74-85-1
Ethene
0.74 1.0 0.43
ug/l J
(a) Sample was not preserved to a pH < 2
(b) Result is from Run# 2
ND = Not detected MDL = Method Detection Limit I = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
-S-GS 9 of 19
Fca910

SGS North America Inc.
Report of Analysis
Page 1 of 1
a
Client Sample ID:
MW-5
Lab Sample ID:
FC9718-4
Date Sampled: 09/14/23
Matrix:
AQ - Ground Water
Date Received: 09/20/23
Method:
RSESOP-147/175
Percent Solids: n/a
Project:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID
DF
Analyzed By Prep Date
Prep Batch Analytical Batch
Run #1 LL85093.1) 1
09/26/23 11:07 SS n/a
n/a GLL2952
Run #2
Initial Volume
Headspace Volume
Volume Injected
Temperature
Run #1
38.0 ml
5.0 ml
500 ul
21 Deg. C
Run #2
CAS No.
Compound
Result
RL
MDL
Units Q
74-82-8
Methane
268
0.50
0.16
ug/1
74-84-0
Ethane
ND
1.0
0.32
ug/l
74-85-1
Ethene
ND
1.0
0.43
ug/1
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
Sri10 of 19
FC9718

SGS North America Inc.
Report of Analysis
Page 1 of 1
Ch
Client Sample ID:
MW-6
09/14/23
Lab Sample ID:
FC9718-5
Date Sampled:
Matrix:
AQ - Ground Water
Date Received: 09/20/23
Method:
RSKSOP-147/175
Percent Solids: n/a
Project:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID
DF
Analyzed By Prep Date
Prep Batch Analytical Batch
Run #1 LL85094.D 1
09/26/23 11:14 SS n/a
n/a GLL2952
Run #2
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
Run #2
CAS No.
Compound
Result
RL
MDL
Units Q
74-82-8
Methane
596
0.50
0.16
ug/l
74-84-0
Ethane
ND
1.0
0.32
ug/1
74-85 1
Ethene
ND
1.0
0.43
ug/1
ND = Not detected MDL = Method Detection Limit I = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
SGS11 of 19
Fc971e

SGS North America Inc.
Report of Analysis
Page 1 of 1 54
Client Sample ID: MW-8
Lab Sample
ID: FC9718-6
Date Sampled:
09/15/23
Matrix:
AQ - Ground Water
Date Received:
09/20/23
Method:
RSKSOP-147/175
Percent Solids:
n/a
Project:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID DF
Analyzed By Prep Date Prep Batch Analytical Batch
Run #1
LL85095.1) 1
09/26/23 11:23 SS n/a
n/a
GLL2952
Run #2 a
LL85134.D 1
09/27/23 12:15 SS n/a
n/a
GLL2953
Initial Volume Headspace Volume Volume Injected
Temperature
Run #1
38.0 ml 5.0 nil
500 ul
21 Deg. C
Run #2
38.0 ml 5.0 ml
250 ul
21 Deg, C
CAS No.
Compound
Result RL MDL
Units Q
74-82-8
Methane
1410 b 1.0 0.32
ug/I
74-84-0
Ethane
0.53 1.0 0.32
ug/1 J
74-85-1
Ethee
1.7 1.0 0.43
ug/1
(a) Sample was not preserved to a pH < 2
(b) Result is from Run# 2
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
-SGS1 12 of 19
FG9718

SGS North America Inc.
Report of Analysis
Page 1 of 1
54
Client Sample ID:
MW-13
09/13/23
Lab Sample to:
FC9718-7
Date Sampled:
Matrix:
AQ - Ground Water
Date Received: 09/20/23
Method:
RSKSOP-147/175
Percent Solids: n/a
Project:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID
DF
Analyzed By Prep Date
Prep Batch Analytical Batch
Run #1 LL85096.1) 1
09/26/23 11:30 SS n/a
n/a GLL2952
Initial Volume Headspace Volume Volume Injected Temperature
;an #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
:un #2
CAS No.
Compound
Result
RL
MDL
Units Q
74-82-8
Methane
863
0.50
0.16
ug/I
74-84-0
Ethane
ND
1.0
0.32
ug/I
74-85-1
Ethee
0.76
1.0
0.43
ug/I I
ND = Not detected MDL = Method Detection Limit
RL = Reporting Limit
E = Indicates value exceeds calibration range
J = Indicates an estimated value
B = Indicates analyte found in associated method blank
N = Indicates presumptive evidence of a compound
13 of 19
-au .
Fc9910

SGS Nash Amedca Inc.
Report of Analysis
Page I of 1co
it Sample ID:
AM-12S
Sample ID:
FC9718-8
Date Sampled:
09/14/23
rix:
AQ - Ground Water
Date Received:
09/20/23
rod:
RSKSOP-147/175
Percent Solids:
n/a
ect:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID
DF
Analyzed By Prep Date
Prep Batch Analytical Batch
#1 LL85099.D 1
09/26/23 12:34 SS n/a
n/a
GLL2952
#2 LL85135.D 10
09/27/23 13:02 SS n/a
n/a
GLL2953
Initial Volume
Headspace Volume
Volume Injected
Temperature
.on #1 38.0 ml
5.0 ml
500 ul
21 Deg. C
tun #2 38.0 ml
5.0 ml
500 ul
21 Deg. C
CAS No.
Compound
74-82-8
Methane
74-84-0
Ethane
74-85-1
Ethee
(a) Result is from Run# 2
Result
RL
MDL
Units Q
2600 a
5.0
1.6
ug/l
ND
1.0
0.32
ug/l
2.1
1.0
0.43
ug/1
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
SY14 of 19
....
FC8718

SGS North Amellca Inc.
Report of Analysis
Page 1 of 1
Client Sample ID: MW-14S
Lab Sample
ID: FC9718-9
Date Sampled:
09/15/23
Matrix:
AQ - Ground Water
Date Received:
09/20/23
Method:
RSKSOP-147/175
Percent Solids:
n/a
Project:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID DF
Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 a
LL85100.1) 1
09/26/23 13:05 SS n/a
n/a
GLL2952
Run #2 a
LL85136.D 10
09/27/2313:11 SS n/a
n/a
GLL2953
Initial Volume Headspace Volume Volume Injected
Temperature
Run #1
38.0 ml 5.0 ml
500 ul
21 Deg. C
Run #2
38.0 ml 5.0 ml
500 ul
21 Deg. C
CAS No.
Compound
Result RL MDL
Units Q
74-82-8
Methane
2140 h 5.0 1.6
ug/l
74-84-0
Ethane
ND 1.0 0.32
ug/1
74-85-1
Ethene
3.1 1.0 0.43
ug/l
(a) Sample was not preserved to a pH < 2
(b) Result is from Run# 2
ND = Not detected MDL = Method Detection Limit 7 = Indicates an estimated value
RL = Reporting Limit B = indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
SGS- 15 of 19
1 FC9718

SGS North America Inc.
w
Report of Analysis Page 1 of 1 0
Client Sample ID: MW-2S-DUP
Lab Sample ID: FC9718-10 Date Sampled: 09/14/23
Matrix: AQ - Ground Water Date Received: 09/20/23
Method: RSESOP-147/175 Percent Solids: n/a
Project: C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
un #1 LL85101.D 1 09/26/23 13:15 SS n/a n/a GLL2952
Run #2
Initial Volume
Headspace Volume
Volume Injected
Temperature
Run #1
38.0 ml
5.0 ml
500 al
21 Deg. C
Run #2
CAS No.
Compound
Result
RL
MDL
Units Q
74-82-8
Methane
753
0.50
0.10
ug/1
74-84-0
Ethane
ND
1.0
0.32
ug/l
74-85-1
Ethee
ND
1.0
0.43
ug/l
ND = Not detected MDL = Method Detection Limit 7 = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
SGS16 of 19
FC9718

Orlando, FL
Misc. Forms
Custody Documents and Other Forms
Includes the following where applicable:
• Chain of Costody
Section 4
0
SGS17 of 19
FC9718

WaYPGhK '.
W aypoint Analytical - Greenville
114 Oakinonl Dr.
CHAIN OF CUSTODY RECORD er ( q q 18
V {{{///Peg. 1 of _l
Ornenville,NC27058
wone(25)156-6208-Fax(n
PBone(AYp0iA6-6208 •Fax (252)]560633
DISINFECTION
�CHLORINE
1�111191NIIIII�IIIIIIIIN@II611N1NILIIIII(U�IIIII
u I�
CH-0To NEIRRADZED) or No IEGII0N
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CLIENT; 6003T Week: 45
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csovnannaxc
kaagaxzw�
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pH S.U.
p ( IMSI
C & D LANDFILL, INC.
❑ NONE
CONTAINERTYPE, NTi
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
❑
CHEMIGLLPPESEPVA¶ON
HOLLY SPRINGS NC 2]540
A E D NAOH(919)303-3352
EHCL
COt1ECRON
TD
C SO, F- ZINCACEfATEINAOH$SAMPIELOCAHON
DATE
TIME
Q
MW-28 1
q.l¢
133D
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.;
❑'
anssRcnnDN:
WAMVATER(NPDES)
DRINKIN'GWATER
4Il
DWWGW
'ID
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KW-3S L
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MW-5 'I'
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33
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till
NIW-B 0g
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(1ao
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SMIDWASTESELTION
Mµ'-LT T
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CHAIN OF CUSTODY (SEAL) MAINTAINED
DURING SHIPMENTIDELIVERY
MW-12S $
q ���9'�
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££ 3�
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DWE/II` 'RECENEDBY(S)(i)
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DATFFDME
9/Is/z 'Q7
COMMENTS:
SAMPLES RECEIVED ON ICE:' - ND
0 , W-(aob Tpq 2
IEUMUSHEDBY(SI
OATEIDM-
RECENEDBY(W.)
DATERME
jjjlljL3 -,too
EUNCIASHEDRY(SIO)
DAIFAME
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PLEASE READ Instructions for co Iedn01
IPM p5
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Semplermustpleca a'G"larcampasllesample ore"G°Icr
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Grab sample in the blacks above for each parameter requested.
FC9718: Chain of Custody
Page 1 of 2
—SGS 18 of 19
FC971a

SGS Sample Receipt Summary
Job Number: fc9718
Client:
WAYPOINT ANALYTICAL
Project: C&D LANDFILL
Date / Time Received: 9/20/2023
9:45:00 AM
Delivery Method:
UPS Alrblll Vs: 1Z4289380112676479
Cooler Temps (Raw Measured) °C:
Cooler is (1.8);
Cooler Tempe (Corrected) °C:
Cooler 1: (1.6);
Cooler Information
Y or N
Sample Information
Y or
N
NIA
1. Custody Seals Present:
© ❑
1. Sample labels present on bottles:
©
❑
2. Custody Seals Intact:
© ❑
2. Samples presented properly
©
❑
3. Temp criteria achieved:
® ❑
3. Suffiient volume/containers mcVd for analysis
©
❑
4. Cooler temp verification:
IR Gun
4. Condition of sample:
Intact
5. Cooler media:
Ice (Bag)
5. Sample recVd within HT
®
❑
Trio Blank Information
Y or N N/A
6. Datesrrlmes/IDs on COG match sample label
❑
❑
7. VOCs have headspace
❑
©
❑
1. Trip Blank present/cooler:
❑ 0
❑
B. Bottles received for unspedfied tests
❑
2. Trip Blank listed on COG:
❑ OO
❑
9. Composli ng lusterless clear
❑
❑
W or S NIA
10. Voa Soil M s/Jars received pasl48hrs?
❑
❑
❑
3. Type of TB Received
❑ ❑
❑
11. % Solids Jar Received?
❑
❑
❑
12. Residual Chlorine Present?
❑
❑
❑
Miss Information
Number of Encores: 25 Gram 5 Gram
Test Strip Lot Its: pH 03:
Residual Chlorine Test Strip Lot N
Comments
PH 10-12:
Number of Lab Filtered Metals:
Other: (Specify)
81401
Rev. Date e5lM17 Technician: SHAYLAP Date: 920/202310:45:34 AM Reviewer: Date:
FC9718: Chain of Custody
Page 2 of 2
19 of 19
FC9718

Waypoint,u
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
PARAMETERS
MDL
MRL
Nitrate+Nitrite ae N, m9/1
0.04
0.04
Total, Organic Carbon, mg/l
0.129
1.0
Total Organic Carbon, mg/l
0.129
1.0
Alkalinity (to PH 4.5), mg CaCO3/1
1.0
1.0
Chlor ids, mg/1
1.0
1.0
Total DieaolVed Residue, mg/l
10
10
Total Dissolved Residue, mg/1
10
10
sulfate, mg/l
5.0
5.0
Antimony, u9/1
0.30
1.0
Arsenic, ug/1
0.13
5.0
Barium, ug/1
2.50
10.0
Beryllium, ug/l
0.10
1.0
Calcium, ug/l
10.2
500
Calcium, ug/l
10.2
Soo
Cadmium, ug/l
0.19
1.0
Cobalt, ug/l
0.10
1.0
Total Chromium, ug/1
0.19
5.0
Copper, ug/l
0.26
10.0
Iron, ug/l
12.20
50.0
Iron, ug/l
12.20
50.0
Manganese, ug/l
2.70
10.0
Lead, ug/l
0.09
5.0
Nickel, ug/l
0.13
10.0
selenium, ug/l
D.43
10.0
Silver, ug/1
0.14
5.0
Thallium, ug/1
0.13
1.0
vanadium, ug/1
0.14
1.0
Zinc, ug/l
0.34
10.0
Sulfide, ug/1
100
1000
Carbon Dioxide, mg/1
1.0
1.0
Drinking Water IDi 37715
Wastewater ID, 10
PHONE [phone]
FAX [phone]
ID#t: 6003 R
DATE COLLECTED: 09/19/23
DATE REPORTED : 10/16/23
REVIEWED BY:
PZ-1
PZ-2
Analysis
Method
Date Analyst
Code
0.06
--- U
09/25/23
BM➢
353.2 R2-93
3.33
10/04/23
BLV
531OC-14
165.0
09/12/63
BLV
531OC-14
3
1330
09/25/23
HMV
2320E-11
3
196
09/25/23
ADR
4500CLB-11
64
09/26/23
ADS,
V5907-13
ME 1900
09/28/23
ADR
D5907-13
15.8
156
09/27/23
DEC
4500S042Bll
--- U
0.81 J
10/12/23
NAB
EPA200.8
0.43 J
9
10/05/23
NAB
EPA200.8
58
553
09/29/23
MTN
BPA200.7
0.20 J
0.19 J
10/10/23
NAB
SPA200.9
3190
09/29/23
MTN
EPA200.7
480420
10/02/23
MTN
EPA200.7
--- U
--- U
10/05/23
NAB
SPA200.8
0.39 J
3.2
10/10/23
NAB
EPA200.8
2.4a
30
10/11/23
NAB
SPA200.8
3 J
3 J
10/10/23
NAB
EPA200.8
834
09/29/23
MTN
SPA200.7
32919
10/02/23
MTM
SPA200.7
18
626
09/29/23
MTM
BPA200.7
2.1a
--- U
10/05/23
NAB
SPA200.8
1.61
3.30
10/10/23
NAB
EPA200.8
0.44 J
2.5J
10/05/23
NAB
BPA200.8
0.20 J
--- U
10/10/23
NAB
RPA200.8
0.54 J
--- U
10/05/23
NAB
BPA200.8
6
5
10/11/23
WAS
EPA200.8
8.6a
1.5a
10/11/23
NAB
EPA200.B
TESTED
TESTED
H 84
H 448
09/22/23
JMS
45000O2C-11
All OC requirements were not met: H sample analysed past holding time.
M Blank result exceeded method constant weight criteria.
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.
NOTE: Any result listed above as "TESTED" was sub -contracted to another laboratory. The corresponding results are attached.

0
Waypointm
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
,
PZ-3
PZ-3-D
PARAMETERS
MDL
MRL
N4trate+Nitrlte as N, mg/l
0.04
0.04
6.90
6.00
Total Organic Carbon, mg/l
0.129
1.0
--- U
--- U
Alkalinity (to pH 4.5), mg CaCO3/1
1.0
1.0
8
1190
Chloride, mg/l
1.0
1.0
16
17
Total.Dissolved Residue, mg/1
10
10
120
110
Sulfate, mg/l
5.0
5.0
10.3
9.8
Antimony, ug/l
0.30
1.0
0.56 J
0.35 J
Ara.Vic, ug/l
0.13
5.0
0.25 J
0.38 J
Barium, ug/l
2.50
10.0
201
202
Beryllium, ug/l
0.10
1.0
0.15 J
0.16 J
Calcium, ug/l
10.2
500
11200
11255
Cadmium, ug/l
0.19
1.0
--- U
--- U
Cobalt, ug/l
0.10
1.0
1.0
0.96 J
Total Chromium, ug/1
0.19
5.0
0.44 J
0.54 J
Coppei, ug/l
0.26
10.0
6 J
5 J
Iron, ug/l
12.20
50.0
106
119
Manganese, ug/l
2.70
10.0
83
84
Lead, ug/l
0.09
5.0
0.43 J
0.38 J
Nickel, ug/l
0.13
10.0
1.4 J
1.4 J
selenium, ug/1
0.43
10.0
--- U
--- U
silver, ug/l
0.14
5.0
--- U
--- ❑
Thallium, ug/l
0.13
1.0
--- U
0.38 J
Vanadium, ug/1
0.14
1.0
3
3
Zinc „ ug/1
0.34
10.0
14
13
Sulfide, ug/1
100
1000
TESTED
TESTED
Carbon Dioxide, mg/1
1.0
1.0
H 36
H 28
Drinking Water IDi 37715
Wastewater IDi 10
PHONE [phone]
FAX [phone]
ID#: 6003 R
DATE COLLECTED: 09/20/23
DATE REPORTED : 10/13/23
REVIEWED BY:
Analysis Method
Date Analyst Code
09/22/23 AMC
10/05/23 BLV
09/25/23 HMV
09/25/23 ADS
09/26/23 ADS
09/27/23 DEC
10/11/23 NAB
10/05/23 NAB
09/29/23 MTM
10/10/23 NAB
09/29/23 MTM
10/05/23 NAB
10/10/23 NAB
10/11/23 NAB
10/10/23 NAB
09/29/23 MTM
D9/29/23 MTN
10/05/23 NAB
10/10/23 NAB
10/05/23 NAB
10/10/23 NAB
10/05/23 NAB
10/10/23 NAB
10/11/23 NAB
09/22/23 ME
J = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.
353.2 R2-93
531OC-14
2320E-12
4500CLB-11
D5907-13
45009042911
EPA200.8
EPA200.8
EPA200.7
SPA200.8
EPA200.7
EPA200.8
EPA200.0
EPA200.8
EPA200.8
EPA200.7
EPA200.7
EPA200.8
EPA200.8
SPA200.8
EPA200.8
EPA200.8
SPA200,8
BPA200.S
45D00O2C-11
NOTE: Any result listed above as "TESTED" was sub -contracted to another laboratory. The corresponding results are attached.

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0 0.
Waypoint.
ANALYTICAL
10/3/2023
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville, NC, 27858
Ref: Analytical Testing
Lab Report Number: 23-269-0053
Client Project Description: C&D Landfill, Inc.
Dear Ann Baynor:
449 Springbrook Rd, Charlotte, NC 23217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/26/2023 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,
Jamie Corporaal
Laboratory 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.

Waypoint..
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica I,com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2024
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2024
South Carolina
State Program
99012
12/31/2023
0 0M I nnni Pioa_oao_nnto

Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www,waypo intanalyti ca l.com
Sample Summary Table
Report Number: 23-269-0053
Client Project Description: C&D Landfill, Inc.
Lab No Client Sample ID Matrix Date Collected Date Received
96233
PZ-1
Aqueous
09/19/2023
14:30
09/26/2023
96234
PZ-2
Aqueous
09/19/2023
16:10
09/26/2023
96235
PZ-3
Aqueous
09/20/2023
10:10
09/26/2023
96236
PZ-3-DUP
Aqueous
09/20/2023
10:10
09/26/2023

Waypo�rt..
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number : 23-269-0053
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C@D Landfill, Inc.
REPORT OFAIVALYSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X *WAI
Jamie Corporaal
Laboratory Project Manager
Lab No : 96233
Matrix:
Aqueous
Sample ID : PZ-1
Sampled:
9/19/2023 14:30
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MOL
OF
Date l Time
By
Analytical
Analyzed
Batch
Acetone
<0.005
mg/L
0.005
1
09/29/23 22:58
MSA
V38568
Acrylonitrile
<0.005
mg/L
0.005
1
09/29/23 22:58
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/29/23 22:58
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/29/23 22:58
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/29/23 22:58
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/29/23 22:58
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/29/23 22:58
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
DI -Isopropyl Ether (DIPS)
<0.005
mg/L
0.005
1
09/29/23 22:58
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/29/23 22:58
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
trans-1,4-Dlchloro-2-butene
<0.010
mg/L
0.010
1
09/29/23 22:58
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
Dlchlorodifluoromethane
<0.005
mg/L
0.005
1
09/29/23 22:58
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
Qualifiers/ OF Dilution
Factor
MQL Method Quantitation
Limit
Definitions

0,
Waypoint,.
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0053
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X cnp
Jamie Corporaal
Laboratory Project Manager
Lab No : 96233
Sample ID : PZ-1
Matrix:
Sampled:
Aqueous
9/19/2023 14:30
Analytical Method: '8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030B
Test
Results
Units
MCL
DF
Date/Time
By
Analytical
Analyzed
Balch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38566
1,4-Dloxane
<0.150
mg/L
0.150
1
09/29/23
22:58
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/29/23
22:58
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/29/23
22:58
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/29/23
22:58
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/29/23
22:58
MSA
V38568
Styrene
<0.0005
mg/L
0,0005
1
09/29/23
22:58
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/29/23
22:58
M5A
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/29/23
22:58
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
1, 1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
1, 1,2-Trich loroethane
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
Trlchloroethene
<0.0005
mg/L
0.0005
1
09/29/23
22:58
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantltation Limit
Definitions

00
iNaypoint
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number:23-269-0053
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com.
Project C&D Landfill, Inc.
Information :
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X
Jamie Corporaal
Laboratory Project Manager
Lab No : 96233
Matrix:
Aqueous
Sample ID: PZ-1
Sampled:
9/19/2023 14:30
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23
09:00
Prep Method: 5030B
Test
Results
Units
MOL
DF
Date/Time
By Analytical
Analyzed
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/29/23 22:58
MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/29/23 22:58
MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
o-Xylene
<0.0005
mg/L
0.0005
1
09/29/23 22:58
MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/29/23 22:58
MSA
V38568
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/29/23 22:58
V38568
Surrogate: 4-Bromofluorobenzene
107
Limits:
80-124%
1 09/29/23 22:58
MSA
V38568
Surrogate: Dibromofluoromethane
95.6
Limits:
75-129%
1 09/29/23 22:58
MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
91.0
Limits:
63-136%
1 09/29/23 22:58
MSA
V38568
Surrogate: Toluene -dB
99.0
Limits:
77-123%
1 09/29/23 22:58
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantltation Limit
Definitions

Waypoint.
p
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0053
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
0l
Jamie Corporaal
Laboratory Project Manager
Lab No : 96234
Sample ID : PZ-2
Matrix:
Sampled:
Aqueous
9/19/2023 16:10
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MOL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
0.013
mg/L
0.005
1
09/29/23
23:25
MSA
V38568
Acrylonitrlle
<0.005
mg/L
0.005
1
09/29/23
23:25
MSA
V38568
Benzene
0.001
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/29/23
23:25
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/29/23
23:25
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/29/23
23:25
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/29/23
23:25
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0,0005
1
09/29/23
23:25
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/29/23
23:25
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Di -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/29/23
23:25
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/29/23
23:25
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/29/23
23:25
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Dichlorodi0uoromethane
<0.005
mg/L
0.005
1
09/29/23
23:25
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitatlon Limit
Definitions

• 0,
Waypoint
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0053
449 Springbrook Rd, Charlotte,. NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OPANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X *&w
Jamie Corporaal
Laboratory Project Manager
Lab No : 96234
Matrix:
Aqueous
Sample ID : PZ-2
Sampled:
9/19/2023 16:10
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date I Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
cis-1,2-Dichloroethene
0.001
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
cis-1,3-Dlchlaropropene
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
trans-1,3-Dlchlaropropene
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0,150
1
09/29/23
23:25
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/29/23
23:25
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/29/23
23:25
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/29/23
23:25
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/29/23
23:25
MSA
V38568
Styrene
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Tetrahydrofuran
0.054
mg/L
0.010
1
09/29/23
23:25
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
1, 1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Trichloroethene
<040005
mg/L
0.0005
1
09/29/23
23:25
MSA
V38568
Qualifiers/ DF Dilution
Factor
MQL Method Quantitatlon Limit
Definitions

WaypoiInt 0.
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Or
Greenville , NC 27858
Report Number:23-269-0053
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Project C&D Landfill, Inc.
Information :
REPORT OFANAL PSIS
Report Date ; 10/03/2023
Received : 09/26/2023
�/X *
Jamie Corporaal
Laboratory Project Manager
Lab No : 96234
Sample ID : PZ-2
Matrix:
Sampled:
Aqueous
9/19/2023 16:10
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23
09:00
Prep Method: 5030E
Test
Results
Units
MQL
OF
Date/Time
By Analytical
Analyzed
Batch
Trichlorofiuoromethane
<0.0005
mg/L
0.0005
1
09/29/23 23:25
MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0,001
1
09/29/23 23:25
MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/29/23 23:25
MSA
V38568
Vinyl Chloride
0.003
mg/L
0.0005
1
09/29/23 23:25
MSA
V38568
o-Xylene
<0.0005
mg/L
0.0005
1
09/29/23 23:25
MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/29/23 23:25
MSA
V38568
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/29/23 23:25
V38568
Surrogate: 4-Bromofiuorobenzene
101
Limits:
80-124%
1 09/29/23 23:25
MSA
V38568
Surrogate: Dibromofiuoromethane
97.8
Limits:
75-129%
1 09/29/23 23:25
MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
95.2
Limits:
63-136%
1 09/29/23 23:25
MSA
V38568
Surrogate: Toluene -de
99.0
Limits:
77-123%
1 09/29/23 23:25
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitatlon Limit
Definitions

Waypoint 0,
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-269-0053
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
_n�Received : 09/26/2023
V p
Jamie Corporaal
Laboratory Project Manager
Lab No : 96235 Matrix: Aqueous
Sample ID : PZ-3 Sampled: 9/20/2023 10:10
Analytical Method: 8260D Prep Batch(es): V38567 09/29/23 09:00
Prep Method: 5030B
Test Results Units MCIL DF Date / Time By Analytical
Analyzed Batch
Acetone
<0.005
mg/L
0.005
1
09/29/23
23:52
MSA
V38568
Acrylonitrile
<0.005
mg/L
0.005
1
09/29/23
23:52
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/29/23
23:52
MSA
V38568 _
Bromochloromethane
<0.001
mg/L
0.001
1
09/29/23
23:52
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/29/23
23:52
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/29/23
23:52
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/29/23
23:52
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/29/23
23:52
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/29/23
23:52
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/29/23
23:52
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/29/23
23:52
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/29/23
23:52
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/29/23
23:52
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/29/23
23:52
MSA
V38568
Di -Isopropyl Ether (RIPE)
<0.005
mg/L
0.005
1
09/29/23
23:52
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/29/23
23:52
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/29/23
23:52
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/29/23
23:52
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/29/23
23:52
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/29/23
23:52
MSA
V38568
Dichlorodifiuoromethane
<0.005
mg/L
0.005
1
09/29/23
23:52
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/29/23
23:52
MSA
V38568
Qualifiers/ DF
Dilution Factor
MQL
Method Quantitation
Limit
Definitions

a 0,
Waypoint„
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0053
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFAIVAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
la V
Jamie Corporaal
Laboratory Project Manager
Lab No : 96235
Matrix:
Aqueous
Sample ID : PZ-3
Sampled:
9/20/2023 10:10
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0.150
1
09/29/23 23:52
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/29/23 23:52
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/29/23 23:52
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/29/23 23:52
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/29/23 23:52
MSA
V38568
Styrene
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
1,1,1,2-Tetrachioroethane
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/29/23 23:52
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/29/23 23:52
MSA
V38568
Qualifiers/ DF Dilution
Factor
MQL Method Quantitation Limit
Definitions

• Go
Waypoint.,
ANALYTICAL
00435
Waypolnt Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number: 23-269-0053
449 Springbrook Rd, Charlotte,. NC 28217
Main 704.529.6364
www.waypointanalytical.com
Project C&D Landfill, Inc.
Information :
REPORT OFANALYSIS
Report Date : 10/03/2023
Received : 09/26/2023
ft
Jamie Corporaal
Laboratory Project Manager
Lab No : 96235
Sample ID : PZ-3
Matrix: Aqueous
Sampled: 9/20/2023 10:10
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23 09:00
Prep Method: 5030B
Test
Results
Units
MOL
DF
Date I Time By Analytical
Analyzed
Batch
Trichloroflucromethane
<0.0005
mg/L
0.0005
1
09/29/23 23:52 MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/29/23 23:52 MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/29/23 23:52 MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/29/23 23:52 MSA
V38568
o-Xylene
<0.0005
m9/L
0.0005
1
09/29/23 23:52 MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/29/23 23:52 MSA
V38568
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/29/23 23:52
V38568
Surrogate: 4-Bromofluorobenzene
104
Limits: 80-124%
1 09/29/23 23:52 MSA
V38568
Surrogate: Dibromonucromethane
97.4
Limits: 75-129%
1 09/29/23 23:52 MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
92.0
Limits: 63-136%
1 09/29/23 23:52 MSA
V38568
Surrogate: Toluene -dB
99.8
Limits: 77-123%
1 09/29/23 23:52 MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

• 0,
Waypoint
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0053
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OPANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�%U
Jamie Corporaal
Laboratory Project Manager
Lab No : 96236
Matrix:
Aqueous
Sample ID : PZ-3-DUP
Sampled:
9/20/2023 10:10
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
OF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<0.005
mg/L
0.005
1
09/30/23
00:19
MSA
V38568
Acrylonitrlle
<0.005
mg/L
0.005
1
09/30/23
00:19
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/30/23
00:19
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/30/23
00:19
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/30/23
00:19
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/30/23
00:19
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/30/23
00:19
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/30/23
00:19
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/30/23
00:19
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23
00:19
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/30/23
00:19
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/30/23
00:19
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/30/23
00:19
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/30/23
00:19
MSA
V38568
Di -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/30/23
00:19
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/30/23
00:19
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0,0005
1
09/30/23
00:19
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/30/23
00:19
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/30/23
00:19
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23
00:19
MSA
V38568
Dichlorodifluoromethane
<0.005
mg/L
0.005
1
09/30/23
00:19
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23
00:19
MSA
V38568
Qualifiers/ DF Dilution
Factor
MQL Method Quantitatlon
Limit
Definitions

0,
Waypoint,..
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0053
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica Isom
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Reecc�/X
eived : 09/26/2023
*s'w
Jamie Corporaal
Laboratory Project Manager
Lab No : 96236
Matrix:
Aqueous
Sample ID: PZ-3-DUP
Sampled:
9/20/2023 10:10
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23
09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
cis-1,3-Dlchloropropene
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0.150
1
09/30/23 00:19
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/30/23 00:19
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/30/23 00:19
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/30/23 00:19
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/30/23 00:19
MSA
V38568
Styrene
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/30/23 00:19
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 00:19
MSA
V38568
Qualifiers/ OF Dilution
Factor
MQL
Method
Quantitation Limit
Definitions

a 0
Waypoint,
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0053
449 5pringbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�t *0'
Jamie Corporaal
Laboratory Project Manager
Lab No : 96236
Sample ID: PZ-3-DUP
Matrix: Aqueous
Sampled: 9/20/2023 10:10
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MC1L
DF
Date/Time By
Analytical
Analyzed
Batch
Trichloro0uoromethane
<0.0005
mg/L
0.0005
1
09/30/23 00:19 MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/30/23 00:19 MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/30/23 00:19 MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/30/23 00:19 MSA
V38568
o-Xylene
<0,0005
mg/L
0.0005
1
09/30/23 00:19 MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/30/23 00:19 MSA
V38568
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/30/23 00:19
V38568
Surrogate: 4-Bromofiuorobenzene
107
Limits: 80-124%
1 09/30/23 00:19 MSA
V38568
Surrogate: Dibromofiuoromethane
96.8
Limits: 75-129%
1 09/30/23 00:19 MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
92.0
Limits: 63-136%
1 09/30/23 00:19 MSA
V38568
Surrogate: Toluene-d8
98.8
Limits: 77-123%
1 09/30/23 00:19 MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

0 0.
Waypoi nt. 449 Springtirook Rd, Charlotte, .5 38364
Maln 704.529:5354
ANALYTICAL www.waypolntanalyttcai.com
Shipment Receipt Form
Customer Number: 00435
Customer Name: Waypoint Analytical -Greenville
Report Number: 23-269-0053
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
0 UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
JIRT152.8C
Shipping container/cooler uncompromised?
* Yes
0 No
Number of coolers/boxes received
r 1
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 label(s)?
* Yes
0 No
COC properly completed
0 Yes
0 No
Samples in proper containers?
Yes
0 No
Sample containers intact?
Yes
0 No
Sufficient sample volume for indicated test(s)?
* Yes
0 No
All samples received within holding time?
* Yes
0 No
Cooler temperature in compliance?
* Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes
0 No
Water - Sample containers properly preserved
Yes
0 No
0 N/A
Water - VOA vials free of headspace
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
a N/A
High concentration container (48 hr)
— High concentration pre -weighed (methanol -14 d)
7 Low concentration EnCore samplers (48 hr)
[_ Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes * No
Comments:
Signature: Oamie Corporaal Date & Time: ,09/26/2023 11:51:16

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Wayp
Aaint.
GNALYTICAL
9/25/2023
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville, NC, 27858
Ref: Analytical Testing
Lab Report Number: 23-265-0003
Client Project Description: C&D Landfill , Inc
Dear Ann Baynor:
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/22/2023 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,
Jamie Corporaal
Laboratory 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.

Q)
Waypoint..
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lytiCa LCom
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
North Carolina
State Program
North Carolina
State Program
South Carolina
State Program
South Carolina
State Program
Lab ID
37735
402
99012
99012
Expiration Date
07/31 /2024
12/31/2023
07/31 /2024
12/31/2023
nnni cio� aas nnnn

• 0.
WaypoinMain 704.5t . AA9 Springbroolc Rd, Charlotte, 21728.529.6364364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 23-265-0003
Client Project Description: C&D Landfill , Inc
Lab No Client Sample ID Matrix Date Collected Date Received
95980
PZ-1
Aqueous
09/19/2023
14:30
09/22/2023
10:00
95981
PZ-2
Aqueous
09/19/2023
16:10
09/22/2023
10:00
95982
PZ-3
Aqueous
09/20/2023
10:10
09/22/2023
10:00
95983
PZ-DUP
Aqueous
09/20/2023
10:10
09/22/2023
10:00

(2)
449 Springhrook Rd, Charlotte, 28217
ya poin� Main704.529.6364 ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill , Inc
Report Date: 09/25/2023
Ann Baynor
114 Oakmont Dr Information : Received : 09/22/2023
Greenville, NC 27858 /j /X*ad
Jamie Corporaal
Report Number : 23-265-0003 REPORTOFANALYSIS Laboratory Project Manager
Lab No : 95980 Matrix: Aqueous
Sample ID: PZ-1 Sampled: 9/19/2023 14:30
Test Results Units MOL DF Date/Time By Analytical
Analyzed Method
Sulflde <2.00 mg/L 2.00 1 09/25/2310:54 JMD 4500S2F-2011
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

00
Waypoint,
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanaiytica Isom
C&D Landfill , Inc
Report Number:23-265-0003 REPORT OF ANALYSIS
Lab No : 95981
Sample ID: PZ-2
Report Date : 09/25/2023
Received : 09/22/2023
0�V
Jamie Corporaal
Laboratory Project Manager
Matrix: Aqueous
Sampled: 9/ 19/ 2023 16:10
Test Results Units MGL DF Date/Time By Analytical
Analyzed Method
Sulfide <2.00 mg/L 2.00 1 09/25/2310:54 JMD 4500S2F-2011
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

• 0,
Waypoint.,
ANALYTICAL
00435
waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number : 23-265-0003
Lab No : 95982
Sample ID : PZ-3
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalyticaI som
C&D Landfill , Inc
REPORT OFANAL YSIS
Report Date : 09/25/2023
Received : 09/22/2023
�/X c
Jamie Corporaal
Laboratory Project Manager
Matrix: Aqueous
Sampled: 9/ 20/ 2023 10:10
Test Results Units MOL OF Date I Time By Analytical
Analyzed Method
Sulfide <2.00 mg/L 2.00 1 09/25/2310:54 JMD 4500S2F-2011
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

0
Waypoi nt.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-265-0003
Lab No : 95983
Sample ID: PZ-DUP
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.wayp o i nta na lyti ca I , co m
C&D Landfill, Inc
REPORT OF ANAL YSIS
Report Date : 09/25/2023
Received : 09/22/2023
0 *&41
Jamie Corporaal
Laboratory Project Manager
Matrix: Aqueous
Sampled: 9/ 20/ 2023 10:10
Test Results Units MOL DF Date/Time By Analytical
Analyzed Method
Sulfide 2.10 mg/L 2.00 1 09/25/2310:54 JMD 4500S2F-2011
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

WaYpo� �� u 449 Springbrook Rd, Charlotte, .5 28214
NMain 704.529:fi364
ANALYTICAL www.waypointanalytical.com
Shipment Receipt Form
Customer Number: 00435
Customer Name: Waypoint Analytical -Greenville
Report Number: 23-265-0003
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
JIRT151.13C
Shipping container/cooler uncompromised?
(* Yes
0 No
Number of coolers/boxes received
F 1
Custody seals intact on shipping container/cooler?
* Yes
0 No
0 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 label(s)?
* Yes
0 No
COC properly completed
* Yes
0 No
Samples in proper containers?
* Yes
0 No
Sample containers intact?
* Yes
0 No
Sufficient sample volume for indicated test(s)?
* Yes
0 No
All samples received within holding time?
* Yes
0 No
Cooler temperature in compliance?
* Yes
O No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
* Yes
0 No
Water- Sample containers properly preserved
* 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
N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
N/A
High concentration container (48 hr) F_ Low concentration EnCore samplers (48 hr)
F_ High concentration pre -weighed (methanol -14 d) F_ Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included?
0 Yes
No
Comments:
Signature: ngelo Norvell Date & Time: 09/22/2023 10:27:50

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Sfi9
Orlando, FL
The results set forth herein are provided by SGS North America Inc.
Technical Report for
Waypoint Analytical
C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
6003
SGS Job Number: FC9851
Sampling Dates: 09/19/23 - 09/21/23
Report to:
Waypoint Analytical
PO Box 7085
Greenville, NC 27835
: Ann Brown
Total number of pages in report: 18
Test results contained within tills data package meet the requirements
of the National Environmental Laboratory Accreditation Program
and/or state specific certification programs as applicable unless noted
In the narrative, comments or footnotes.
e-Hardeopy 2.0
Awoniafet/ Report
Norm Farmer
Technical Director
Client Service contact: Ariel Hartney 407-425-6700
Certifications: FL(E83510), LA(03051), KS(E-10327), NC(573), NJ(171,002), NY(12022), SC(96038001)
DoD ELAWANAB L2229), AZ(AZO806), CA(2937), TX(T104704404), PA(68-03573), VA(460177),
AL, AK, AR, CT, IA, KY, MA, MI. MS, ND, Nn, NV, OK, OR, IL, Ur, VT, WA, WI, WV
This report shall not be reproduced, except In its entirety, without the written approval of SGS.
Test results relate only to samples analyzed.
SGS North America Inc. • 4405 Vineland Road • Suite C-15 • Orlando, FL 32811 • let: 407-425-6700
SGS is the sole authority for authorizing edits or modifications to this document Please share your ideas about
Unauthorized modification of this report is strictly prohibited. how Nye can serve you better at:
Review standard terms at: iitip://www.sgs.com/en/lcrnns-and-conditions EHS.US.CustomerCare(i)sgs.com
1 of 18
FC9851

Sections: N
Table of Contents
Section1: Sample Summary.............................1....................................................................
3
Section2: Summary of Hits....................................................................................................
4
Section3: Sample Results........................................................................................................
5
3.1: FC9851-1: PZ-1............................................................................................................
6
3.2: FC9851-2: PZ-2............................................................................................................
7
3.3: FC9851-3: PZ-3............................................................................................................
8
3.4: FC9851-4: PZ-3 DUP...................................................................................................
9
3.5: FC9851-5: PZ-4............................................................................................................
10
3.6: FC9851-6: PZ-5............................................................................................................
11
3.7: FC9851-7: TRIP BLANK-3.........................................................................................
12
Section4: Misc. Forms............................................................................................................
13
4.1: Chain of Custody...........................................................................................................
14
4.2: Chain of Custody (SGS Dayton, NJ).............................................................................
17
cc(� 1 2of 18
-SGS
FC9851

SGS North America Inc.
Sample Summary
Waypoint Analytical
Job No: FC9851
C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
Project No: 6003
Sample
Collected
Matrix
Client
Number
Date
Time By
Received Code Type
Sample ID
This report contains results reported as ND = Not detected. The following applies:
Organics ND = Not detected above the MDL
FC9851-1 09/19/23 14:30 TT 09/26/23 AQ Ground Water PZ-1
FC9851-2 09/19/23 16:10 TT 09/26/23 AQ Ground Water PZ-2
FC9851-3
09/20/23
10:10
TT
09/26/23
AQ
Ground Water
PZ-3
FC9851-4
09/20/23
10:10
TT
09/26/23
AQ
Ground Water
PZ-3 DUP
FC9851-5
09/21/23
10:10
TT
09/26/23
AQ
Ground Water
PZ-4
FC9851-6
09/21/23
12:30
TT
09/26/23
AQ
Ground Water
PZ-5
FC9851-7
09/19/23
00:00
TT
09/26/23
AQ
Trip Blank Water
TRIP BLANK-3
SGS3of 18
FC9051

Summary of Hits
Job Number:
FC9851
Account:
Waypoint Analytical
Project:
C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
Collected:
09/19/23 thru 09/21/23
r
Sample ID Client Sample ID Result/alyte Qual RL MDL Units Method
Page 1 of 1
FC9851-1 PZ-1
Methane a 23.7
0.11
0.080
ug/1
RSK-175
FC9851-2 PZ-2
Methane b 959
2.2
1.6
ug/l
RSK-175
Ethene b 0.24 J
0.31
0.16
ug/l
RSK-175
FC9851-3 PZ-3
Methane a 83.5
0.11
0.080
119/1
RSK-175
FC9851-4 PZ-3 DUP
Methane a 84.6
0.11
0.080
ug/l
RSK-175
FC9851-5 PZ-4
Methane a 1 229
0.55
0.40
ugll
RSK-175
FC9851-6 PZ-5
Methane a 34.6
0.11
0.080
ug/1
RSK-175
FC9851-7 TRIP BLANK-3
Methane a 0.14
0.11
0.080
ug/l
RSK-175
(a) Sample analyzed outside the holding time per client's request.
Analysis
performed
at SGS Dayton, NJ.
(b) (pH= 6)Sample pH did not satisfy field preservation
criteria. Sample analyzed outside the holding time per
client's request. Analysis performed at SGS Dayton, NJ.
_yGS1 4 of 18
FC9851

Orlando, FL
Section 3
Sample Results
Report of Analysis
6 of 18

SGS North America Inc.
Report of Analysis
Page 1 of I
Client Sample ID:
PZ-1
Lab Sample ID:
FC9851-1
Date Sampled: 09/19/23
Matrix:
AQ - Ground Water
Date Received: 09/26/23
Method:
RSK-175
Percent Solids: n/a
Project:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID
DF
Analyzed By Prep Date
Prep Batch Analytical Batch
Run #1 a AA104144.D 1
10/06/23 14:58 ANJ n/a
n/a N:GAA2902
Run #2
CAS No. Compound Result RL MDL Units Q
74-82-8 Methane 23.7 0.11 0.080 ug/I
74-84-0 Ethane ND 0.23 0.14 ug/I
74-85-1 Ethene ND 0.31 0.16 ug/I
(a) Sample analyzed outside the holding time per client's request. Analysis performed at SGS Dayton, NJ.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
SGS1 6 of 18
FC9851

SGS North America Inc.
Report of Analysis
Page 1 of 1 N
Client Sample ID: PZ-2
Lab Sample ID: FC9851-2
Date Sampled:
09/19/23
Matrix:
AQ - Ground Water
Date Received:
09/26/23
Method:
RSK-175
Percent Solids:
n/a
Project:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID DF
Analyzed
By
Prep Date Prep Batch Analytical Batch
Run #1 a
AA104145.D 1
10/06/2315:11
ANJ
n/a
n/a
N:GAA2902
Run #2 a
AA104160.D 20
10/06/2318:30
ANJ
n/a
n/a
N:GAA2902
CAS No.
Compound
Result
RL
MDL
Units Q
74-82-8
Methane
959 h
2.2
1.6
ug/I
74-84-0
Ethane
ND
0.23
0.14
ug/I
74-85-1
Ethee
0.24
0.31
0.16
ug/I I
(a) (pH= 6)Sample pH did not satisfy field preservation criteria. Sample analyzed outside the holding time per
client's request. Analysis performed at SGS Dayton, NJ.
(b) Result is from Run# 2
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
...._-aus_... 7 of 18
FC9851

SGS North America Inc.
Report of Analysis
Page 1 of 1
w
Client Sample ID:
PZ-3
09/20/23
Lab Sample ID:
FC9851-3
Date Sampled:
Matrix:
AQ - Ground Water
Date Received: 09/26/23
Method:
RSK-175
Percent Solids: n/a
Project:
C&D Landfill;
1904 Twin Lake Dr, Holly Springs, NC
File ID
DF
Analyzed By Prep Date
Prep Batch Analytical Batch
Run #1a AAIAA11nn
1
10/f16/231524 ANJ n/a
n/a N:GAA2902
Run #2
CAS No.
Compound
Result
RL
MDL
Units Q
74-82-8
Methane
83.5
0.11
0.080
ug/1
74-84-0
Ethane
ND
0.23
0.14
ug/l
74-85-1
Ethene
ND
0.31
0.16
ug/I
(a) Sample analyzed outside the holding time per client's request. Analysis performed at SGS Dayton, NJ
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
SGS- 6 of 18
Fc9851

SGS North America Inc.
Report of Analysis
Client Sample ID: PZ-3 DUP
Lab Sample ID: FC9851-4
Matrix: AQ - Ground Water
Method: RSK-175
Project: C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
File ID DF Analyzed By Prep Date
Run #1 a AA104148.D 1 10/06/23 15:50 ANY n/a
Run #2
Page 1 of 1 A
Date Sampled: 09/20/23
Date Received: 09/26/23
Percent Solids: n/a
Prep Batch Analytical Batch
n/a N:GAA2902
CAS No.
Compound
Result
RL
MDL
Units Q
74-82-8
Methane
84.6
0.11
0.080
ug/l
74-84-0
Ethane
ND
0.23
0.14
ug/1
74-85-1
Ethene
ND
0.31
0.16
ug/1
(a) Sample
analyzed outside the holding time per client's
request.
Analysis
performed at SGS Dayton, NJ.
ND = Not detected MDL = Method Detection Limit
RL = Reporting Limit
E = Indicates value exceeds calibration range
J = Indicates an estimated value
B = Indicates analyte found in associated method blank
N = Indicates presumptive evidence of a compound
9 of 18
Sol-
FC8851

SGS North America Inc.
Report of Analysis Page I of 1CA
Client Sample ID: PZ-4
Lab Sample ID: FC9851-5 Date Sampled: 09/21/23
Matrix: AQ - Ground Water Date Received: 09/26/23
Method: RSK-175 Percent Solids: n/a
Project: C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
File ID DF
Analyzed
By
Prep Date
Prep Batch Analytical Batch
Run #1 a
AA104149.1) 1
10/06/23 16:03
ANJ
n/a
n/a N:GAA2902
Run #2 a
AA104161.D 5
10/06/23 18:43
ANJ
n/a
n/a N:GAA2902
CAS No.
Compound
Result
RL
MDL
Units
Q
74-82-8
Methane
229 b
0.55
0.40
ug/l
74-84-0
Ethane
ND
0.23
0.14
ug/1
74-85-1
Ethee
ND
0.31
0.16
ug/I
(a) Sample analyzed outside the holding time per client's request. Analysis performed at SGS Dayton, NJ.
(b) Result is from Run# 2
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
10 of 18
_SGS
FC9851

SGS North America Inc.
Report of Analysis
Page 1 of 1
Client Sample to:
PZ-5
09/21/23
Lab Sample ID:
FC9851-6
Date Sampled:
Matrix:
AQ - Ground Water
Date Received: 09/26/23
Method:
RSK-175
Percent Solids: n/a
Project:
C&D Landfdl; 1904
Twin Lake Dr, Holly Springs, NC
File ID
DF
Analyzed By Prep Date
Prep Batch Analytical Batch
Run #1 a AA104150.13 1
10/06/2316:17 ANJ n/a
n/a N:GAA2902
#2
CAS No. Compound Result RL MDL Units Q
74-82-8 Methane 34.6 0.11 0.080 ug/1
74-84-0 Ethane ND 0.23 0.14 ug/I
74-85-1 Ethee ND 0.31 0.16 ug/1
(a) Sample analyzed outside the holding time per client's request. Analysis performed at SGS Dayton, NJ.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
- SGS1 11 of 18
�' FC9951

SGS Nm1h Amedca Inc.
Report of Analysis
Page 1 of 1
y
Client Sample ID:
TRIP BLANK-3
Lab Sample ID:
FC9851-7
Date Sampled: 09/19/23
Matrix:
AQ - Trip Blank Water
Date Received: 09/26/23
Method:
RSK-175
Percent Solids: n/a
Project:
C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
File ID
DF Analyzed By Prep Date
Prep Batch Analytical Batch
Run #1 a AA10415LD 1 10/06/23 16:30 ANJ n/a
n/a N:GAA2902
Run #2
CAS No.
Compound
Result
RL
MDL
Units Q
74-82-8
Methane
0.14
0.11
0.080
ug/I
74-84-0
Ethane
ND
0.23
0.14
ug/I
74-85-1
Ethene
ND
0.31
0.16
1194
(a) Sample
analyzed outside the holding time per client's
request.
Analysis
performed at SGS Dayton, NJ.
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
12 of 18
FC9851

scs.
Orlando, FL
Misc. Foizns
Custody Documents and Other Forms
Includes the following where applicable:
• Chain of Custody
• Chain of Custody (SGS Dayton, NJ)
0
SS13 of 18
FC9551

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HOLLY SPRINGS NC 27540
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FC9851: Chain of Custody
Page 1 of 3
SGS _.
14 of 18
FC9851

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FC9851: Chain of Custody
Page 2 of 3
au
15 of 18
FC9051

SGS Sample Receipt Summary
Job Number: fc9851
Client: WAYPOINT ANALYTICAL
Project: CBD LANDFILL
Date/Time Received: 9/26/20237:46:00 AM Delivery Method:
UPS Airblll Ws: IZB67F601545089482
Cooler Temps (Raw Measured) eC:
Cooler 1: (2.2);
Cooler Temps (Corrected) eC:
Cooler is (2.6);
Cooler Information
Y or N
Samole Information
Y or
N
N/A
1. Custody Seals Present:
0 ❑
1. Sample labels present on bo0les:
2
❑
2. Custody Seals Intact:
6a ❑
2. Samples presented propedy,
0
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3. Temp cnteda achieved:
2 ❑
3. Suffiient volume/containers mood for analysis
©
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4. Cooler temp verification:
IR Gun
4. Condition of sample:
Intact
5. Cooler media:
Ice (Beg)
5. Sample recVd within HT
©
❑
6. Dates/fimes/IDs on CDC match sample label
❑
❑
Trio Blank Information
Y or N N/A
7. VOCs have heatlspace
❑
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© ❑ ❑
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9. Composifing Instructions clear
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❑
❑
3. Type of TB Received
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11. % Solids Jar Received?
❑
❑
❑
12. Residual Chlorine Present?
❑
❑
❑
Misc Information
Number of Encores: 25 Gram
5 Gram
Number.! Lab Filtered Metals:
Test Sldp Lot #a: pH 03:
pH 10.12:
Other: (Specify)
Residual Chlorine Test Strip Lot R
Comments
SM001
Rev. Dale oa 17 Technician: SHAYLAP Date: 9128/202310:36:13 AM Reviewer: Date:
FC9851: Chain of Custody
Page 3 of 3
c{� , 16 of 18
_SGS-
FC9851

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FC9851: Chain of Custody
Page 1 of 2
SGS Dayton, NJ
—SGS
17 of 18
' FC9061

SGS Sample Receipt Summary
Job Number: FC9851 Client:
Date / Time Received: 9/29/2023 10:05:00 AM Delivery Method:
Cooler Temps (Raw Measured) °C: Cooler 1: (1.0);
Cooler Temps (Corrected) °C: Cooler 1: (0.7);
Cooler Security V or N V or N
1. Custody Seals Present: 2 ❑ 3. CDC Present: 2 ❑
2. Custody Seals Intact: 2 ❑ 4. Smpl Dales//Ime OK 2 ❑
Cooler Temperature V or N
1. Temp cdteda achieved: 2 ❑
2. Cooler temp verification: IR Gun 40
3. Cooler media: Ice (Bag)
4. No. Coolers: 1
Project:
FED EX Abbill ips: 6134 6613 9791
Sample lntear'ly- Documentation
1. Sample labels present on holies:
V or
©
N
❑
2. Container labeling complete:
©
❑
3. Sample container label/COG agree:
©
❑
Sample linearity - Condition
1. Sample recvd within HT:
Y or
2
N
❑
2. All containers amounted for.
2
❑
3. Condition of sample:
Intact
Quality Control Preservation
V
❑
or N
2
NIA
❑
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1. Analysis requested Is dear:
V or
2
N IN
1. Trip Blank present /cooler:
❑
2. Tdp Blank listed on COG:
❑
2
❑
2. Bottles mceived for unspecified tests
❑
3. Samples preserved properly:
2
❑
3. Sufficient volume recvd for analysis:
2
❑
4. VOCs headspace free:
2
❑
❑
4. Compositing Instructions clear:
❑
❑ 2
5. Fllledng instructions clear:
❑
❑ 2
Test Strip Lot#a: pH
1-12:
231619
pH 12+, 203117A Other, (Specify)
Comments
SM009-03
Rev, Date 1WI17
FC9851: Chain of Custody
Page 2 of 2
M
18 of 18
FC9851

•
Waypoint,.
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 6003 R
DATE COLLECTED: 09/21/23
DATE REPORTED : 10/13/23
REVIEWED BY:
PZ-4
PZ-5
Analysis
Method
PARANNTERS
MDL
EEL
Date Analyst Code
NitratefNitrite as N, mg/1
0.04
0.04
--- U
3.04
09/25/23
BMD
353.2 R2-93
Total Organic Carbon, mg/l
0. 129
1.0
119.0
09/12/63
BLV
531OC-14
Total Organic Carbon, mg/1
0.129
1.0
--- U
10/05/23
BLV
531OC-14
Alkalinity (to pH 4.5), mg CaCO3/1
1.0
1.0
8
7
09/25/23
HMV
2320E-11
Chloride, mg/1
1.0
1.0
60
15
09/25/23
ADR
4500CLB-ll
Total Dissolved Residue, mg/l
10
10
HE 1800
09/2B/23
ADR
D5907-13
Total Dissolved Residue, mg/1
30
10
92
09/26/23
ADR
D5907-13
Sulfate, mg/l
5.0
5.0
361
14.0
09/27/23
DRC
4500SO42311
Antimony, ug/l
0.30
1.0
--- U
--- U
10/11/23
NAB
EPA200.8
Azeenio, ug/1
0.13
5.0
17
0.39 Q
10/05/23
NAB
EPA200.8
Barium, ug/l
2.50
10.0
1B0
124
09/29/23
MTN
EPA200.7
Beryllium, ug/l
0.10
1.0
--- U
0.15 J
10/10/23
NAB
BPA200.8
Calcium, ug/1
10.2
500
399150
10/02/23
MTN
HPA200.7
Calcium, ug/l
10.2
500
11627
09/29/23
MTN
EPA200.7
Cadmium, ug/l
0.19
1.0
--- U
--- V
1D/05/23
NAB
EPA200.8
Cobalt, ug/1
0.10
2.0
2.5
0.26 J
10/10/23
NAB
EPA200.8
Total Chromium, ug/l
0.19
5.0
17
1.9J
10/11/23
NAB
EPA200.9
Copper, ug/1
0.26
10.0
5 J
3 J
10/10/23
NAB
EPA200.8
Iron,.ug/1
12.20
5D.0
18117
470
09/29/23
MTN
EPA200.7
Manganese, ug/l
2.70
10.0
2386
10/02/23
MTN
EPA200.7
Manganese, ug/l
2.70
10.0
$1
09/29/23
MTN
RPA200.7
Lead, ug/l
0.09
5.0
0.65 J
0.51 J
10/05/23
NAB
EPA200.8
Nickel, ug/l
0.13
10.0
4.0 J
0.61 J
10/10/23
HAD
BPA200.8
Selenium, ug/l
0.43
10.0
0.86 J
--- U
10/05/23
NAB
EPA200.8
Silver, ug/1
0.14
5.0
--- U
--- U
10/10/23
NAB
EPA200.8
Thallium, ug/l
0.13
1.0
--- U
--- U
10/05/23
NAB
EPA200.8
Vanadium, ug/1
0.14
1.0
5
7
10/10/23
NAB
BPA200.8
Zinc, ug/l
0.34
10.0
12
3.6 J
10/11/23
NAB
EPA200.8
Sulfide, ug/l
100
1000
--- U
--- U
09/28/23
HMM
4500S2D-11
Carbon Dioxide, mg/l
1.0
1.0
H 236
H 32
09/25/23
MS
45000O2C-11
All OC requirements were not mats H Sample analyzed past holding time.
J = Estimated value between the MDL and MRL, U = Below ALL Quentitation Limit..

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Waypoint..
ANALYTICAL
10/4/2023
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville, NC, 27858
Ref: Analytical Testing
Lab Report Number: 23-269-0052
Client Project Description: C&D Landfill, Inc.
Dear Ann Baynor:
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical,com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/26/2023 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,
Jamie Corporaal
Laboratory 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.

Waypoint..
ANALYTICAL
449 Springbroolc Rd, Charlotte, NC 28217
Maln 704.529.6364
www.waypointanalytical.com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2024
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2024
South Carolina
State Program
99012
12/31/2023
D- 1 ,.r I nnm aiov_ono_nnaa

WaypAointz.
NALYTICAL 0,
Report Number: 23-269-0052
Client Project Description: C&D Landfill, Inc.
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www,waypo inta na lyti ca I. com
Sample Summary Table
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
96230
PZ-4
Aqueous
09/21/2023 10:10
09/26/2023
96231
PZ-5
Aqueous
09/21/2023 12:30
09/26/2023
96232
Trip Blank - 3
Aqueous
09/21/2023 10:10
09/26/2023

WaypoiInt„
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0052
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORTOFANALYSIS
Report Date : 10/04/2023
Received : 09/26/2023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96230
Matrix:
Aqueous
Sample ID : PZ-4
Sampled:
9/21/2023 10:10
Analytical Method: 8260D
Prep Batch(es):
V38602
10/02/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date/Time
By
Analytical
Analyzed
Batch
Acetone
0.006
mg/L
0.005
1
10/03/23 04:40
MSA
V38603
Acrylonitrile
<0.005
mg/L
0.005
1
10/03/23 04:40
MSA
V38603
Benzene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Bromochloromethane
<0.001
mg/L
0.001
1
10/03/23 04:40
MSA
V38603
Bromodichloromethane
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Bromoform
<0.005
mg/L
0.005
1
10/03/23 04:40
MSA
V38603
Bromomethane
<0.001
mg/L
0.001
1
10/03/23 04:40
MSA
V38603
Carbon Disulfide
<0.005
mg/L
0.005
1
10/03/23 04:40
MSA
V38603
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Chlorobenzene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Chloroethane
<0.001
mg/L
0.001
1
10/03/23 04:40
MSA
V38603
Chloroform
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Chloromethane
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
DI -Isopropyl Ether(DIPE)
<0.005
mg/L
0.005
1
10/03/23 04:40
MSA
V38603
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
10/03/23 04:40
MSA
V38603
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Dibromomethane
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
10/03/23 04:40
MSA
V38603
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Dichlorodifluoromethane
<0.005
mg/L
0.005
1
10/03/23 04:40
MSA
V38603
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Qualifiers/ OF Dilution
Factor
MQL Method Quantitation
Limit
Definitions

Waypoint. 0,
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-269-0052
449 Springbrock Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica(.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/04/2023
Received : 09/2612023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96230
Matrix: Aqueous
Sample ID : P2-4
Sampled:
9/21/2023 10:10
Analytical Method: 8260D
Prep Batch(es):
V38602
10/02/23 09:00
Prep Method: 5030E
Test
Results
Units
MOL
OF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
i,i-Dichloroethene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
1,4-Dioxane
<0.150
mg/L
0.150
1
10/03/23 04:40
MSA
V38603
Ethylbenzene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
2-Hexanone
<0.005
mg/L
0.005
1
10/03/23 04:40
MSA
V38603
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
10/03/23 04:40
MSA
V38603
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
10/03/23 04:40
MSA
V38603
Methylene Chloride
<0.001
mg/L
0.001
1
10/03/23 04:40
MSA
V38603
Styrene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Tetrachloroethene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Tetrahydrofuran
0.019
mg/L
0.010
1
10/03/23 04:40
MSA
V38603
Toluene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Trichloroethene
<0.0005
mg/L
0.0005
1
10/03/23 04:40
MSA
V38603
Qualifiers/ OF
Dilution Factor
MQL Method Quantitation Limit
Definitions

t
Wa poin0 449 Springbrook Rd, Charlie 70 .5 28217
Y Y Y N Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill, Inc.
Ann Baynor Report Date : 10/04/2023
114 Oakmont Or Information : Received : 09/26/2023
Greenville, NC 27858 �'X/ r
Jamie Corrpporaal
Report Number :23-269-0052 REPORTOFANALYSIS Laboratory Project Manager
Lab No : 96230 Matrix: Aqueous '
Sample ID : PZ-4 Sampled: 9/21/2023 10:10
Analytical Method: 8260D Prep Batch(es): V38602 10/02/23 09:00
Prep Method: 5030B
Test Results Units MOIL DF Date / Time By Analytical
Analyzed Batch
Trichloroflucromethane
<0.0005
mg/L
0.0005
1
10/03/23 04:40 MSA
V38603
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
10/03/23 04:40 MSA
V38603
Vinyl Acetate
<0.002
mg/L
0.002
1
10/03/23 04:40 MSA
V38603
Vinyl Chloride
<0.0005
mg/L
0.0005
1
10/03/23 04:40 MSA
V38603
o-Xylene
<0.0005
mg/L
0.0005
1
10/03/23 04:40 MSA
V38603
m,p-Xylene
<0.001
mg/L
0.001
1
10/03/23 04:40 MSA
V38603
Xylene (Total)
<0.0005
mg/L
0.0005
1
10/03/23 04:40
V38603
Surrogate: 4-Bromofluorobenzene
98.0
Limits: 80-124%
1 10/03/23 04:40 MSA
V38603
Surrogate: Dlbromofluoromethane
103
Limits: 75-129%
1 10/03/23 04:40 MSA
V38603
Surrogate: 1,2-Dichloroethane - d4
103
Limits: 63-136%
1 10/03/23 04:40 MSA
V38603
Surrogate: Toluene-d8
98.4
Limits: 77-123%
1 10/03/23 04:40 MSA
V38603
Qualifiers/ OF Dilution Factor MQL Method Quantitation Limit
Definitions

•
Waypoint.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0052
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/04/2023
Received : 09/26/2023
�/X
*&#'
Jamie Corporaal
Laboratory Project Manager
Lab No : 96231
Matrix:
Aqueous
Sample ID : PZ-5
Sampled:
9/21/2023 12:30
Analytical Method: 8260D
Prep Batch(es):
V38602
10/02/23 09:00
Prep Method: 5030E
Test
Results
Units
MCL
DF
Date/Time
By
Analytical
Analyzed
Batch
Acetone
<0.005
mg/L
0.005
1
10/03/23 05:04
MSA
V38603
Acrylonitrile
<0.005
mg/L
0.005
1
10/03/23 05:04
MSA
V38603
Benzene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Bromochloromethane
<0.001
mg/L
0.001
1
10/03/23 05:04
MSA
V38603
Bromodichloromethane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Bromoform
<0.005
mg/L
0.005
1
10/03/23 05:04
MSA
V38603
Bromomethane
<0.001
mg/L
0.001
1
10/03/23 05:04
MSA
V38603
Carbon Disulfide
<0.005
mg/L
0.005
1
10/03/23 05:04
MSA
V38603
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Chlorobenzene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Chlarodibromomethane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Chloroethane
<0.001
mg/L
0.001
1
10/03/23 05:04
MSA
V38603
Chloroform
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Chloromethane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
DI -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
10/03/23 05:04
MSA
V38603
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
10/03/23 05:04
MSA
V38603
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Dibromomethane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
10/03/23 05:04
MSA
V38603
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Dichlorodifluoromethane
<0.005
mg/L
0.005
1
10/03/23 05:04
MSA
V38603
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Qualifiers/ DF Dilution
Factor
MQL Method Quantitation
Limit
Definitions

•
WaypoiIntz
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-269-0052
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/04/2023
Received : 09/26/2023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96231
Sample ID: PZ-5
Matrix:
Sampled:
Aqueous
9/21/2023 12:30
Analytical Method: 8260D
Prep Batch(es):
V38602
10/02/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
OF
Date I Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
1,4-Dioxane
<0.150
mg/L
0.150
1
10/03/23 05:04
MSA
V38603
Ethylbenzene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
2-Hexanone
<0.005
mg/L
0.005
1
10/03/23 05:04
MSA
V38603
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
10/03/23 05:04
MSA
V38603
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
10/03/23 05:04
MSA
V38603
Methylene Chloride
<0.001
mg/L
0.001
1
10/03/23 05:04
MSA
V38603
Styrene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Tetrachloroethene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Tetrahydrofuran
<0.010
mg/L
0.010
1
10/03/23 05:04
MSA
V38603
Toluene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Trichloroethene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
Qualifiers/ OF Dilution Factor MQL Method Quantitation Limit
Definitions

WaypointY. 00
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number: 23-269-0052
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypoi ntana lytica l.co m
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/04/2023
Received : 09/26/2023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96231.
Sample ID : PZ-5
Matrix:
Sampled:
Aqueous
9/21/2023 12:30
Analytical Method: 8260D
Prep Batch(es):
V38602 10/02/23
09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
10/03/23 05:04
MSA
V38603
Vinyl Acetate
<0.002
mg/L
0.002
1
10/03/23 05:04
MSA
V38603
Vinyl Chloride
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
o-Xylene
<0.0005
mg/L
0.0005
1
10/03/23 05:04
MSA
V38603
m,p-Xylene
<0.001
mg/L
0.001
1
10/03/23 05:04
MSA
V38603
Xylene (Total)
<0.0005
mg/L
0.0005
1
10/03/23 05:04
V38603
Surrogate: 4-Bromo0uorobenzene
101
Limits: 80-124%
1 10/03/23 05:04
MSA
V38603
Surrogate: Dibromofiuoromethane
103
Limits: 75-129%
1 10/03/23 05:04
MSA
V38603
Surrogate: 1,2-Dichloroethane - d4
99.0
Limits: 63-136%
1 10/03/23 05:04
MSA
V38603
Surrogate: Toluene-d8
99.6
Limits: 77-123%
1 10/03/23 05:04 MSA
V38603
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

Waypoint ,
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0052
449 Springbrook Rd, Charlotte,NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Land011, Inc.
REPORT OFANAL YSIS
Report Date : 10/04/2023
Received :09/26/2023
�t *&w
Jamie Corporaal
Laboratory Project Manager
Lab No : 96232
Matrix:
Aqueous
Sample ID : Trip Blank - 3
Sampled:
9/21/2023 20:10
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MDL
DF
Date I Time
By
Analytical
Analyzed
Batch
Acetone
<0.005
mg/L
0.005
1
09/29/23 20:44
MSA
V38568
Acrylonitrile
<0.005
mg/L
0.005
1
09/29/23 20:44
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/29/23 20:44
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/29/23 20:44
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/29/23 20:44
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/29/23 20:44
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/29/23 20:44
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Di -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/29/23 20:44
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/29/23 20:44
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/29/23 20:44
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
DichlorodlFluoromethane
<0.005
mg/L
0.005
1
09/29/23 20:44
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Qualifiers/ DF Dilution
Factor
MQL Method Quantitation Limit
Definitions

WaypoiInt,
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0052
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/04/2023
Received : 09/26/2023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96232
Matrix:
Aqueous
Sample ID : Trip Blank - 3
Sampled:
9/21/2023 10:10
Analytical Method: 826OD
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030B
Test
Results
Units
MOL
OF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0,150
1
09/29/23 20:44
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/29/23 20:44
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/29/23 20:44
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/29/23 20:44
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/29/23 20:44
MSA
V38568
Styrene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/29/23 20:44
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
1,1,1-Trlchloroethane
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
1,1,2-Trlchloroethane
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/29/23 20:44
MSA
V38568
Qualifiers/ DF Dilution
Factor
MQL Method Quantitation Limit
Definitions

0,
Waypoint 449 Springhroak Rd, Charlotte, .5 28364
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill, Inc.
Ann Baynor Report Date : 10/04/2023
114 Oakmont Or Information : Received : 09/26/2023
Greenville, NC 27858 �/X c
Jamie Corporeal
Report Number : 23-269-0052 REPORT OFANAL YSIS
Laboratory Project Manager
Lab No : 96232 Matrix: Aqueous
Sample ID : Trip Blank - 3 Sampled: 9/21/2023 10:10
Analytical Method: 8260D Prep Batch(es): V38567 09/29/23 09:00
Prep Method: 5030B
Test Results Units MQL DF Date / Time By Analytical
Analyzed Batch
Trichlorofluoromethane <0.0005 mg/L 0.0005 1 09/29/23 20:44 MSA V38568
1,2,3-Trichloropropane <0.001 mg/L 0.001 1 09/29/23 20:44 MSA V38568
Vinyl Acetate <0.002 mg/L 0.002 1 09/29/23 20:44 MSA V38568
Vinyl Chloride <0.0005 mg/L 0.0005 1 09/29/23 20:44 MSA V38568
o-Xylene <0.0005 mg/L 0.0005 1 09/29/23 20:44 MSA V38568
m,p-Xylene <0.001 mg/L 0.001 1 09/29/23 20:44 MSA V38568
Xylene (Total) <0.0005 mg/L 0.0005 1 09/29/23 20:44 V38568
Surrogate: 4-Bromofluorobenzene 105 Limits: 80-124% 1 09/29/23 20:44 MSA V38568
Surrogate: Dibromofiuoromethane 97.6 Limits: 75-129% 1 09/29/23 20:44 MSA V38568
Surrogate: 1,2-Dichloroethane - d4 92.6 Limits: 63-136% 1 09/29/23 20:44 MSA V38568
Surrogate: Toluene-d8 99.2 Limits: 77-123% 1 09/29/23 20:44 MSA V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitatlon Limit
Definitions

Waypoint.,
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypolntanaiytkof.com
Shipment Receipt Form
Customer Number: 00435
Customer Name: Waypoint Analytical -Greenville
Report Number: 23-269-0052
Shipping Method
O Fed Ex Q US Postal 0 Lab
0 UPS 0 Client 0 Courier
0 Other
Thermometer ID:
IIRT15 2.8C
Shipping container/cooler uncompromised?
Yes
O No
Number of coolers/boxes received
I
Custody seals intact on shipping container/cooler?
0 Yes
O No
0 Not Present
Custody seals intact on sample bottles?
0 Yes
O No
0 Not Present
Chain of Custody (COC) present?
# Yes
0 No
COC agrees with sample label(s)?
Q Yes
0 No
COC properly completed
Yes
O No
Samples in proper containers?
Yes
0 No
Sample containers intact?
Yes
O No
Sufficient sample volume for indicated test(s)?
* Yes
O No
All samples received within holding time?
0 Yes
O No
Cooler temperature in compliance?
Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes
O No
Water - Sample containers properly preserved
# Yes
0 No
0 N/A
Water - VOA vials free of headspace
* Yes
0 No
0 N/A
Trip Blanks received with VOAs
# Yes
O No
0 N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
O No
# N/A
F_ High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
F_ Low concentration Encore samplers (48 hr)
F_ Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes * No
Comments:
were
Signature: Oamie Corporeal Date & Time: 09/26/2023 11:50:10

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Waypoint.
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
Drinking Water ID: 37715
Wastewater ID, 10
PHONE [phone]
FAX [phone]
ID#: 6003 R
DATE COLLECTED: 09/28/23
DATE REPORTED : 10/16/23
REVIEWED BY:
PZ-8 Equipment
Analysis
Method
PARAMETERS
MDL
MEL
Blank
2
Date Analyst
Code
NStratetNitrits as N, mg/1
0.04
0.04
--- V
10/02/23
HNC
353.2 R2-93
Total Organic Carbon, mg/1
0. 129
1.0
137.6
10/03/23
BLV
5330C-14
Alkalinity (to pH 4.5), mg CaCO3/1
1.0
1.0
1470
10/09/23
HMV
2320E-11
Chloride, mg/1
1.0
1.0
162
10/09/23
BNC
4500CLB-11
Total Dissolved Residue, mg/1
10
10
M 1700
10/03/23
HMV
D5907-13
Sulfa):.' mg/1
5.0
5.0
185
10/03/23
DEC
4500SO42EII
Antimony, ug/1
0.30
1.0
0.39 J
---
U 10/11/23
NAB
EPA200.8
Arsenio, ug/1
0.13
5.0
21
---
U 10/11/23
NAB
EPA200,8
Barium, ug/1
0.14
10.0
849
10/05/23
NTH
BPA200.7
Barium, ug/1
0.14
10.0
3.2
J 10/11/23
NEB
SPA200.8
Beryllium, ug/1
0.10
1.0
--- U
---
U 10/11/23
NAB
EPA200.8
Calcium, ug/1
10.2
500
284900
63
J 10/05/23
MTN
BPA200.7
Cadmium, ug/1
0.19
1.0
--- U
---
U 10/11/23
NAB
BPA200.8
Cobalt, ug/1
0.10
1.0
6.7
---
U 10/11/23
NAB
BPA200.8
Total Chromium, ug/1
0.19
5.0
12
---
U 20/11/23
NAB
EPA200.8
Copper, ug/l
0.26
10.0
0.79 J
D.35
J 10/11/23
NAB
EPA200.8
Iran, ug/1
12.20
50.0
25105
---
U 10/05/23
MTM
EPA200.7
Manganese, ug/1
2.70
10.0
3306
---
U 10/05/23
MTM
BPA200.7
Lead, ug/1
0.09
5.0
0.12 J
---
U 10/11/23
NAB
EPA200.8
Nickel, u9/1
0.13
10.0
3.9J
---
U 10/11/23
NAB
ZPA200.8
Selenium, ug/1
0.43
10.0
1.0a
---
U 10/11/23
NAB
EPA200.8
Silver, ug/1
0.14
5.0
--- U
---
U 10/11/23
NAB
EPA200.8
Thallium, ug/1
0.13
1.0
--- U
---
V 10/11/23
NAB
EPA200.8
Vanadium, u9/1
0.14
1.0
6
---
U 10/11/23
NAB
EPA200.8
Zino"ug/l
0.34
10.0
9.7 J
2.2
J 10/11/23
NAB
RPA200.8
sulfide, ug/1
100
1000
141 J
10/02/23
BLV
450092D-11
Carbon Dioxide, mg/1
1.0
1.0
H 292
10/02/23
JMS
45000O2C-11
J = Estimated value between the MDL and MRL, V = Below ALL Quantitation Limits.

Waypoint
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
Drinking Water IDS 37715
Wastewater IUD 10
PHONE [phone]
FAX [phone]
ID#: 6003 R
DATE COLLECTED: 09/29/23
DATE REPORTED : 10/16/23
REVIEWED BY:
PZ-10
PZ-11
PZ-9A
Analysis
Method
PARAMETERS
MDL
MEL
Date Analyst
Code
NStrateaNitrite as N, mg/l
0.04
0.04
--- U
--- U
--- U
10/02/23
BNC
353.2 R2-93
Total Organic Carbon, mg/l
0. 129
1.0
61.17
106.2
10/03/23
BLV
531OC-14
Total Organic Carbon, mg/l
0. 129
1.0
270.4
10/04/23
BLV
531OC-14
Alkalinity (to pH 4.5), mg CaCO3/1
1.0
1.0
950
1880
71D
10/09/23
HMV
2320E-I1
Chloride, mg/1
1.0
1.0
72
245
165
10/09/23
BNC
4500CLB-11
Total Dissolved Residue, mg/l
10
10
M 1500
M 2300
M 1700
10/03/23
HMV
D5907-13
Sulfate, mg/1
5.0
5.0
44.9
5.9
133
10/03/23
DRC
4500SO42HII
Antimony, ug/l
0.30
1.0
0.38 J
0.36 J
0.42 J
10/11/23
NAB
EPA200.B
Arsenic, ug/l
0.13
5.0
13
38
3.6 J
10/11/23
'NAB
EPA20C.0
Barium, ug/l
2.50
10.0
618
717
166
10/05/23
MTM
SPA20V7
Beryllium, ug/l
0.10
1.0
--- U
0.21 J
--- U
10/11/23
NAB
SPA200.8
Calcium, ug/1
10.2
500
303790
270030
306490
10/03/23
MTM
EPA200.7
Cadmium, u9/1
0.19
1.0
--- U
--- U
--- U
10/11/23
NAB
HPA200.8
Cobalt, ug/l
0.10
1.0
2.2
5.9
3.2
10/11/23
NAB
EPA200.8
Total Chromium, ug/l
0.19
5.0
10
64
9.6
10/11/23
NAB
EPA200.8
Copper, u9/1
0.26
10.0
0.29 J
3 J
6 J
10/11/23
NAB
EPA200.8
Iron, ug/l
12.20
50.0
16933
14662
230
10/05/23
MTM
EPA200.7
ug/l
2.70
10.0
354
2702
119
10/05/23
MTM
EPA200.7
Manganese,
5.0
0.20 J
1.3 J
--- U
10/11/23
NAB
EPA200.8
Lead, ug/l
0.09
Nickej, ug/1
0.13
10.0
1.61
21.3
2.5a
10/11/23
WAD
BPA200.8
Selenium, ug/l
0.43
10.0
1.2J
2.0 J
1.7 J
10/11/23
NAB
EPA200.8
Silver, ug/l
0.14
5.0
--- U
--- U
--- U
10/11/23
NAB
EPA200.8
Thallium, ug/1
0.13
1.0
--- U
--- U
--- U
10/11/23
NAB
EPA200.8
Vanadium, ug/l
0.14
1.0
1
38
0.58 J
10/11/23
NAB
EPA200.0
Zinc, ug/1
0.34
10.0
7.3J
12
8.0 J
10/11/23
NAB
EPA200.8
Sulfide, ug/l
100
1000
--- U
102 J
145 J
10/02/23
BLV
45OOS2D-11
1.0
H. 280
H 408
H 286
10/02/23
MS
45000O2C-11
Carbon Dioxide, mg/1
1.0
All QC requirement- were not mete H Sample analyzed past holding time.
M Blank result exceeded method constant weight criteria.
J = Estimated Value between the MDL and MRL, U = Below ALL Quantitation Limit-.

I 0,
Waypoint.
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
CLIENT: C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
REVIEWED BY: 4#IV
VOLATILE ORGANICS
EPA METHOD 8260D R4(18)
Drinking Water IDi 37715
Wastewater M 10
PHONE [phone]
FAX [phone]
CLIENT ID: 6003 Z
ANALYST: BLD
DATE COLLECTED: 09/28/23
DATE ANALYZED: 10/09/23
DATE REPORTED: 10/17/23
PARAMETERS, u9/1
HDL
BEL
Pz-B
Equipment
Blank 2
1.
Chloromethane
0.77
3.000
---
U
---
U
2.
Vinyl Chloride
0.12
0.200
---
U
---
U
3.
Bromomethane
0.67
10.000
---
U
---
U
4.
Chloroethane
0.49
10.000
---
U
---
U
5.
Trichlorofluoromethane
0.24
1.000
---
U
---
U
6.
1,1-Dichloroethene
0.17
5.000
---
U
---
U
7.
Acetone
9.06
100.000
21.90
V
---
U
B.
Iodomethane
0.26
10,000
---
U
---
U
9.
Carbon Dieulflde
0.23
100.000
---
U
---
U
10.
Methylene Chloride
0.64
1.000
---
U
---
U
11.
trans-1,2-Dichloroethene
0.23
5.000
---
U
---
U
12.
1,1-Dichloroethane
0.20
5.000
---
U
---
U
13.
Vinyl Acetate
0.20
50.000
---
U
--
U
14.
Cie-1,2-Dichloroethene
0.25
5.000
---
U
---
U
15.
2-Butanone
2.21
100.000
---
U
---
U
16.
Bromochloromethane
0.27
3.000
---
U
---
U
17.
Chloroform
0.25
5.000
---
U
---
U
18.
1,1,1-Trichloroethane
0.19
1.000
---
U
---
V
19.
Carbon Tetrachloride
0.04
0.200
---
U
---
U
20.
Benzene
0.24
1.000
---
U
---
U
21.
1,2-Dichloroethane
0.02
0.200
0.03
V
---
U
22.
Trichloroethene
0.23
1.000
---
U
---
U
23.
1,2-Dichloropropane
0.04
0.200
---
U
---
U
24.
Bromodichloromethans
0.04
0.200
---
U
---
U
25.
Cie-1,3-Dichloropropene
0.06
0.200
---
U
---
U
26.
4-Methyl-2-Pentanons
1.19
100.000
---
U
---
U
27.
Toluene
0.23
1.000
---
U
---
U
28.
trans-1,3-Dichloropropene
0.04
0.200
---
U
---
U
29,
1,1,2-Trichloroethane
0.03
0.200
---
U
---
U
30.
Tetrachloroethane
0.10
0.200
---
U
---
V
31.
2-Hexanons
1.57
40.000
---
U
---
U
32.
Dibromochloromethane
0.03
01200
---
U
---
U
33.
1,2-Dibromoethane
0.03
0.200
---
U
---
U
34.
Chlorobenzene
0.30
3.000
---
U
---
U
35.
1,1,1,2-Tetrachloroethane
0.22
1.000
---
U
---
U
36.
Ethylbenzene
0.21
1.000
---
U
---
U
37.
%ylenea
0.68
5.000
---
U
---
U
38.
Dibromomethane
0.28
10.000
---
u
---
U
39.
Styrene
0.19
1.000
---
U
---
U
40.
Bromoform
0.20
3.000
---
U
---
U
41.
1,1,2,2-Tetrachloroethane
0.03
0,200
---
U
---
U
42.
1,2,3-Trichloropropane
0.09
0,200
---
U
---
U
43.
1,4-Di.hlorobenzene
0.39
1.000
---
U
---
U
44.
1,2-Dichlorobanzene
0.32
5.000
---
U
---
U
45.
1,2-Dibromo-3-Chloropropane
0.07
0.200
---
U
---
U
46.
Acrylonitrile
2.72
200.000
---
U
---
U
47.
trans-1,4-Dichloro-2-Butene
0.42
100.000
---
U
---
V
48.
Tetrahydrofuran
0.39
1.000
37.00
---
U
J = Estimated Value between the MDL and MRL, U = Below ALL Quantitation Limits.
Page: 1

1 (20)
WaypointTM
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
CLIENT: C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC27540
REVIEWED BY: AqB}-
VOLATILE ORGANICS
EPA METHOD 8260D R4(18)
Drinking Water ID: 37715
Wastewater IDS 10
PHONE [phone]
FAX [phone]
CLIENT ID: 6003 Z
ANALYST: BLD
DATE COLLECTED: 09/28/23
DATE ANALYZED: 10/09/23
DATE REPORTED: 10/17/23
PARAMETERS, ug/l MDL MRL
Pz-8
Equipment
Blank 2
49. 1,4-Dioxane
2.71
3.000
93.40
--- U
S = Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.
Page: 2

0
WaypointTM
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
CLIENT: C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4(18)
Drinking Water ID, 37715
Wastewater ID, 10
PHONE [phone]
FAX [phone]
CLIENT ID: 6003 Z
ANALYST: BLD
DATE COLLECTED: 09/29/23 Page: 1
DATE REPORTED: 10/17/23
PARAMETERS, ug/l
Data
MDL
Analyzed
MEL
10/09/23
PZ-10
10/09/23
PZ-ll
10/10/23
PZ-9A
1.
Chic romathane
0.77
3.000
---
U
--
U
---
U
2.
Vinyl Chloride
0.12
0.200
---
U
---
U
---
U
3,
Bromomethane
0.67
10.000
---
U
---
U
---
U
4.
Chloroethane
0.48
10.000
---
U
---
U
---
U
5.
Trichlorofluoromethane
0.24
1.000
---
U
---
U
---
U
6.
1,1-nichloro ethane
0.17
5.000
---
U
--
U
---
U
7.
Acetone
9.06
100.000
12.60
J
24.30
J
---
U
8.
Iodomethane
0.26
10.000
---
U
---
U
---
U
9.
Carbon Disulfide
0.23
100.000
---
U
---
U
---
U
10.
Methylene Chloride
0.64
1.000
---
U
---
U
---
U
11.
trans-1,2-DSchloroethane
0.23
5.000
---
U
---
U
---
U
12.
1,1-DSchloroethane
0.20
5.000
---
U
---
U
---
U
13.
Vinyl Acetate
0.20
50.000
---
U
---
U
---
U
14.
CSs-1,2-Dichloroethene
0.25
5.000
---
U
---
U
---
U
15.
2-Butanone
2.21
100.000
---
U
---
U
---
U
• 16.
Bromochloromethane
0.27
3.000
---
U
---
U
---
U
17.
Chloroform
0.25
5.000
---
U
---
U
---
U
18.
1,1,1-Trlchloroethane
0.19
1.000
---
U
---
V
---
U
19.
Carbon Tetrachloride
0.04
0.200
--
U
---
U
--
U
20.
Be.....
0.24
1.000
---
V
1.59
0.71
J
21,
1,2-DSchloroethane
0..02
0.200
--
U
---
U
---
U
22.
Triehloroethene
0.23
1.000
---
U
---
U
---
U
23.
1,2-Dichloropropane
0.04
0.200
---
U
0.04
J
---
U
29.
8somo dlc hloromethane
0.04
0.200
---
U
--
U
---
U
25.
Cie-1,3-Dichloropropane
0.06
0.200
---
U
---
U
---
U
26.
4-Methyl-2-Pentanone
1.19
100.000
---
U
---
U
---
U
27.
Toluene
0.23
1.000
---
U
0.36
J
---
U
28.
trans-1,3-Dichloropropene
0.04
0.200
---
U
---
U
---
U
29.
1,1,2-Trichlosoethane
0.03
0.100
---
U
--
U
---
U
30.
Tetraohloroethene
0.10
0.200
---
U
---
U
---
U
31.
2-Hexanona
1.57
40.000
---
U
---
U
---
U
32.
D16romoc hloromethane
0.03
0.100
---
U
---
U
---
U
33.
1,2-Dibromoethane
0,03
0.200
---
U
---
V
---
U
34.
Chlorobenzene
0.30
3.000
---
U
---
U
---
U
• 35.
1,1,1,2-Tetrachloxoethana
0.22
1.000
---
V
--
U
---
U
36.
Ethylbenzene
0.21
1.000
---
U
---
U
---
U
37.
%ylenes
0.68
5.000
---
U
0.79
J
---
U
38.
Dibromomethane
0.20
10.000
---
U
---
U
---
U
39.
Styrene
0.19
1.000
---
U
---
U
---
U
40.
Bromo Ecsm
0.20
3.000
"--
U
-__
U
---
U
91.
1,1,2,2-Tetrachloroethane
0.03
0.200
---
U
--
U
---
U
42.
1,2,3-Trichloropropane
0.09
0.200
---
U
---
U
---
U
93,
1,4-D Schlorob enzene
0.39
1.000
---
U
--
U
---
U
44,
1,2-D Sehlorobanzene
0.32
5.000
---
U
---
U
---
U
• 45.
1,2-Dibromo-3-Chloropropane
0.07
0.200
---
U
---
U
---
U
46,
Acrylonitrile
2.72
200.000
---
U
---
V
---
U
47.
trans-1,4-Dichloro-2-Butena
0.42
100.000
---
U
---
U
---
U
J • Estimated value between the MDL and MRL, U = Below ALL Quantitation Limits.

Go
WaypointTM
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
CLIENT: C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRING
S NC 27540
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 8260D R4(18)
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
CLIENT ID: 6003 Z
ANALYST: BLD
DATE COLLECTED: 09/29/23 Page: 2
DATE REPORTED: 10/17/23
Date
Analyzed
10/09/23
10/09/23
10/10/23
PZ-10
PZ-ll
PZ-9A
PARAMETERS, eg/l
MDL
MRL
48. Tetrahydrofaran
0.39
1.000
20.50
70. 00
23.00
49. 1,4-Dioxane
2.71
3.000
14.60
138. 00
63.30
J = Estimated value between the MDL and MRL. V = Eelow ALL Quantitation Limits.

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i
Orlando, FL
The results set forth herein are provided by SGS North America Inc.
Technical Report for
Waypoint Analytical
C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
6003
SGS Job Number: FC10078
Sampling Date: 09/28/23
Report to:
Waypoint Analytical
PO Box 7085
Greenville, NC 27835
[e-mail]
Ann Brown
Total number of pages in report: 12
Test results contained within this data package meet the requirements
of the National Environmental Laboratory Accreditation Program
and/or state specific certification programs as applicable unless noted
In the narrative, comments or footnotes.
e-Hardeopy 2.0
Automated Report
Norm Farmer
Technical Director
Client Service contact: Ariel Hartney 407-425-6700
Certifications: FL(E83510), LA(03051), KS(E-10327), NC(573), NI(FL002), NY(12022), SC(96038001)
DoD ELAP(ANAB L2229), AZ(AZ0806), CA(2937), TX(rl04704404). PA(68-03573), VA(480177),
AL, AK, AR, CT, IA, KY, MA, Mf. MS, ND, NH, NV, OK, OR, IL, UT, VT, WA, wI, WV
This report shall not he reproduced, except In its entirety, without the written approval of SGS.
Test results relate only to samples analyzed.
SGS North America Inc. • 4405 Vineland Road • Suite C-15 • Orlando, FL 32811 • let: 407-425-6700
SGS is the sole authority for authorizing edits or modifications to this document. Please share your ideas about
Unauthorized modification of this report is strictly prohibited. how we can serve you better at
Review standard terms it: http://www.s6s.conden/terms-mid-conditions EHS. [e-mail]
SS$-
1 of 12
FC10078

Table of Contents Sections:
Section1: Sample Summary................................................................................................... 3
Section2: Summary of Hits.................................................................................................... 4
Section3: Sample Results........................................................................................................ 5
3.1: FC10078-1: PZ-8.......................................................................................................... 6
3.2: FC10078-2: PZ-10........................................................................................................ 7
3.3: FC10078-3: PZ-9A....................................................................................................... 8
3.4: FC10078-4: PZ-11........................................................................................................ 9
Section4: Misc. Forms............................................................................................................ 10
4.1: Chain of Custody........................................................................................................... 11
-SG 2 of 12
FC10070

SGS North America Inc.
Sample Summary
Waypoint Analytical
Job No: FC10078
C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
Project No: 6003
Sample
Collected
Matrix
Client
Number
Date
Time By
Received Code Type
Sample ID
This report contains results reported as ND = Not detected. The following applies: i
Organics ND = Not detected above the MDL
FC10078-1 09/28/23 00:00 TT 10/03/23 AQ Ground Water PZ-8
FC10078-2 09/28/23 00:00 TT 10/03/23 AQ Ground Water PZ-10
FC10078-3 09/28/23 00:00 TT 10/03/23 AQ Ground Water PZ-9A
FC10078-4 09/28/23 00:00 TT 10/03/23 AQ Ground Water PZ-11
te%f(% 3of 12
FC10070

Summary of Hits
Job Number: FC10078
Account: Waypoint Analytical
Project: C&D Landfill; 1904 Twin Lake Dr, Holly Springs, NC
Collected: 09/28/23
FAnal
Sample ID Client Sample ID Result/
yte Qual RL MDL Units Method
FC10078-1
PZ-8
Methane a
1050
Ethane a
0.39 J
Ethene a
0.53 J
FC10078-2
PZ-10
Methane a
102
FC10078-3
PZ-9A
Methane
4890
EOiane
0.77 J
Ethene
3.5
FC10078-4
PZ-11
Methane a
1270
Ethene a
1.1
(a) Sample was not preserved to a pH < 2.
Page 1 of 1
0.50
0.16
ug/l
RSKSOP-147/175
1.0
0.32
ug/l
RSKSOP-147/175
1.0
0.43
ug/l
RSKSOP-147/175
0.50
0.16
ug/I
RSKSOP-147/175
5.0
1.6
ug/l
RSKSOP-147/175
1.0
0.32
ug/l
RSKSOP-147/175
1.0
0.43
ug/l
RSKSOP-147/175
1.0
0.32
ug/l
RSKSOP-147/175
1.0
0.43
ug/l
RSKSOP-147/175
SGS4 of 12
FC10078

SGS
Orlando, FL
Sample Results
Report of Analysis
Section 3
5 of 12
-sG
FO18878

SGS North America Inc.
Report of Analysis
Page 1 of 1
it Sample ID:
PZ-8
Sample ID:
FC10078-1
Date Sampled: 09/28/23
rix:
AQ - Ground Water
Date Received: 10/03/23
rod:
RSKSOP-147/175
Percent Solids: n/a
ect:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID
DF
Analyzed By Prep Date
Prep Batch Analytical Batch
#1 a LL85419.D
1
10/10/23 14:07 SS n/a
n/a GLL2963
#2
Initial Volume
Headspace Volume
Volume Injected
Temperature
Run #1
38.0 ml
5.0 ml
500 at
21 Deg. C
Run #2
CAS No.
Compound
Result
RL
MDL
Units Q
74-82-8
Methane
1050
0.50
0.16
119/1
74-84-0
Ethane
0.39
1.0
0.32
ug/1 J
74-85-1
Ethene
0.53
1.0
0.43
ug/1 J
(a) Sample was not preserved to a pH < 2
ND = Not detected MDL = Method Detection Limit
RL = Reporting Limit
E = Indicates value exceeds calibration range
I = Indicates an estimated value
B = Indicates analyte found in associated method blank
N = Indicates presumptive evidence of a compound
s\L
^GS 6 of 12
Fc10078

SGS North America Inc.
Report of Analysis
Page 1 of 1
N
Client Sample ID:
PZ-10
Lab Sample ID:
FC10078-2
Date Sampled: 09/28/23
Matrix:
AQ - Ground Water
Date Received: 10/03/23
Method:
RSKSOP-147/175
Percent Solids: n/a
Project:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID
DF
Analyzed By Prep Date
Prep Batch Analytical Batch
Run #1 a LL85420.D 1
10/10/2314:23 SS n/a
n/a GLL2963
Run #2
Initial Volume Headspace Volume Volume Injected Temperature
Run #1 38.0 ml 5.0 ml 500 ul 21 Deg. C
iRun #2
CAS No. Compound
Result
RL
MDL
Units Q
74-82-8 Methane
102
0.50
0.16
ug/I
74-84-0 Ethane
ND
1.0
0.32
ug/I
74-85-1 Ethene
ND
1.0
0.43
ug/I
(a) Sample was not preserved to a pH < 2.
ND = Not detected MDL = Method Detection Limit I = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
SGS' ot,2
FC100➢0

SGS North America Inc.
Report of Analysis
Page 1 of 1
ca
it Sample ID:
PZ-9A
09/28/23
Sample ID:
FC10078-3
Date Sampled:
rix:
AQ - Ground Water
Date Received:
10/03/23
iod:
RSKSOP-147/175
Percent Solids:
n/a
ect!
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID
DF
Analyzed By Prep Date
Prep Batch Analytical Batch
#1 LL85423.1)
1
10/10/23 14:51 SS n/a
n/a
GLL2963
#2 LLS5441
D 10
10/11/23 10:39 SS n/a
n/a
GLL2964
Initial Volume
Headspace Volume
Volume Injected
Temperature
Run #1 38.0 nil
5.0 nil
500 ul
21 Deg. C
Run #2 38.0 nil
5.0 nil
Soo ul
20 Deg. C
CAS No. Compound
74-82-8 Methane
74-84-0 Ethane
74-85-1 Ethene
(a) Result is from Run# 2
Result
RL
MDL
Units Q
4890 a
5.0
1.6
ug/l
0.77
1.0
0.32
ug/l 7
3.5
1.0
0.43
ug/1
ND = Not detected MDL = Method Detection Limit I = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
wGAl- of 12
—\7 Y\ FC 100]0

SGS North America Inc.
Report of Analysis
Page 1 of 1
Client Sample ID:
PZ-11
09/28/23
Lab Sample ID:
FC10078-4
Date Sampled:
Matrix:
AQ - Ground Water
Date Received:
10/03/23
Method:
RSKSOP-147/175
Percent Solids:
n/a
Project:
C&D Landfill; 1904
Twin Lake Dr, Holly Springs, NC
File ID
DF
Analyzed By Prep Date
Prep Batch Analytical Batch
Run #1 a LL85424.D
1
10/10/2315:05, SS n/a
n/a
GLL2963
Run #2 a LL85442.D 1
10/11/23 10:47 SS n/a
n/a
GLL2964
Initial Volume
Headspace Volume
Volume Injected
Temperature
Run #1 38.0 ml
5.0 ml
500 ul
21 Deg. C
on #2 38.0 ml
5.0 ml
250 ul
20 Deg. C
CAS No. Compound
74-82-8 Methane
74-84-0 Ethane
74-85-1 Ethee
(a) Sample was not preserved to a pH < 2.
(b) Result is from Run# 2
Result
RL
MDL
Units Q
1270 b
1.0
0.32
ug/1
ND
1.0
0.32
ug/I
1.1
1.0
0.43
ug/1
ND = Not detected MDL = Method Detection Limit ] = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
-SGS" 9 of 12
FC10070

-
MS -
Orlando, FL
Misc. Forms
Custody Documents and Other Forms
Includes die following where applicable:
• Chain of Custody
�I
5
Section 4
0
SGS10 of 12
FC10078

Wayp• oirc w
CHAIN OF CUSTODY RECORDr/�
D'
Waypoint Analytical - Greenville
f` I
Page 1 of 2
114 Oakmont Dr.
Oeeenville, NC 27859
DISINFECTION
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CHLOiONENEUTPAUZFDATCOLLECTION
w.w WaypainrMelyticei.com
Phone[phone]• Pex(252) 756-0633
❑CHLORINE
To.o.e mgA--Yee(ry or No 00
CLIENT: 6003R Week: 45
UV
pH CHECK(S.U.) (LAB)
]
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P
CONTAINERTYPE,PA3
& D LANDFILL, INC.
NONE
CLM SITE SOLUTIONS, INC.
CHEMICALPflEBEMADON
'HOMAS TAYLOR, PG
904 TWIN LAKE DRIVE
iOLLY SPRINGS NC 27S40
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SAMPLER RECEIVEOON IC. YE - NO
P1e C i`IxnQ. Qkhon2.
9�TA
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REUNWISHED BY(
EIfIME
DATME
gECENEDBY (81G.)
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PLEASE READ InsWctlonsfor completing 'Ihls fDrm on the reverse side. Sampler must place a'C°for camposile sample Ore'G"for..
FORM YS Grab sample in the blocks above for each parameter requested.
FC10078: Chain of Custody
Page 1 of 2
e
11 of 12
FC1007O

SGS Sample Receipt Summary
Job Number: hat 0078
Client:
WAYPOINT ANALYTICAL
Project: C&D LANDFILL
Date l Time Received: 1013/20239:30:00AM
Delivery Method:
UPS Alrbill#b: 1ZB67F600143362358
Cooler Temps (Raw Measured) °C:
Cooler 1: (4.8);
Cooler Temps (Corrected) °C:
Cooler 1: (5.0);
Cooler information
1. Custody Seals Present:
Y or N
❑
Sample Information
I. Sample labels present on bottles:
Y or
©
N NIA
❑
2. Custody Seals Intact:
® ❑
2. Samples presented properly
©
❑
3. Temp criteria achieved:
© ❑
3. Su811ent volume/containers recvd for analysis
©
❑
4. Cooler temp verification:
IR Gun
4. Condition of sample:
Intact
5. Cooler media:
Ice (Bag)
5. Sample recVd vrithm HT
©
❑
6. m Datesme of Ds on COG match sample label
El
Trio Blank Information
Y or N
N/A
7. VOCS have headspace
❑
© ❑
1. Trip Blank present/cooler.
❑
❑
8. Bottles received for unspecified tests
❑
0
2. Trip Blank listed on COG:
❑ 0
❑
9. Camposiling instructions clear
❑
❑
W or S
NIA
10. Voa Soil Kits/Jars received pest 48hrs?
❑
❑ ❑
3. Type of TB Received
❑ ❑
❑
11. % Solids Jar Received?
❑
❑ ❑
12. Residual Chlorine Present?
❑
❑ ❑
Mise Information
Number of Encores: 25 Gram 5 Gram Number of Lab Filtered Metals:
Test Ship Lot #s: PH 0-3: pH 10-12: Other: (Specify)
Residual Chlorine Test Strip Lot #
Comments
SMo01
Rev. Date OWN117 Technician: SHAYLAP Date: 10131202310:50:34 AM Reviewer: Date:
FC10078: Chain of Custody
Page 2 of 2
0
-SG9.
12 of 12
FC 10070

Waypoints,
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 6003 S
DATE COLLECTED: 09/15/23
DATE REPORTED : 10/06/23
REVIEWED BY:
SW-1
SW-2
Analysis
Method
PARAMETERS
MDL
MRL
Date Analyst
Code
Antimony, ug/1
0.30
1.0
--- U
--- U
09/21/23
NAB
EPA200.8
Ar aenlo, ug/1
0.13
5.0
1.1J
09/22/23
NAB
EPA200.0
Areanlo, ug/1
0.13
5.0
4.4J
10/04/23
NAB
EPA200.8
Barium, ug/1
2.50
10.0
108
227
09/21/23
MTM
SPA200.7
Beryllium, ug/1
0.10
1.0
--- U
--- U
09/21/23
NAB
SPA200.8
Calcium, ug/1
10.2
500
27319
100985
09/21/23
MTM
EPA200.7
Cadmium, ug/1
0.19
1.0
--- V
--- U
09/21/23
NAB
SPA200.8
Cobalt, ug/1
0.10
1.0
0.24 J
1.1
09/21/23
NAB
EPA200.8
Total Chromium, ug/l
0.19
5.D
0.66 J
6.8
09/21/23
NAB
SPA200.0
Copper, ug/1
0.26
10.0
2 J
--- U
09/21/23
NAB
EPA200.8
Iron,,ug/l
12.20
50.0
877
4101
09/21/23
MTM
BPA200.7
Manganese, ug/1
2.70
10.0
93
310
09/21/23
MTN
EPA200.7
Lead, ug/l
0.09
5.0
0.22 J
0.41 J
09/21/23
NAB
EPA200.6
Nickel, ug/1
0.13
10.0
0.30 J
0.99 J
09/21/23
NAB
EPA200.8
Selenium, ug/1
0.43
10.0
--- U
0.61 J
09/21/23
NAB
EPA200.8
Silver, ug/1
0.14
5.0
--- U
--- U
10/04/23
NAB
EPA200.B
Thallium, ug/1
0.13
1.0
--- U
--- U
09/21/23
NAB
EPA200,0
Vanadium, ug/1
0.14
1.0
0.64 J
2
09/21/23
NAB
EPA200.8
Zinc, ug/l
0.34
10.0
5.2J
7.7 J
09/21/23
NAB
EPA200.8
J = Estimated value between the MDL and EEL, U = Below ALL Quantitation Limits.

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(21)
Waypoint.
ANALYTICAL
9/27/2023
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville, NC, 27858
Ref: Analytical Testing
Lab Report Number: 23-269-0051
Client Project Description: C&D Landfill, Inc.
Dear Ann Baynor:
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypo inta nalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/26/2023 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,
4-1X �Zw�
Jamie Corporaal
Laboratory 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.

Waypoint.0
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State
Program
North Carolina
State Program
North Carolina
State Program
South Carolina
State Program
South Carolina
State Program
Lab ID
37735
402
99012
99012
Expiration Date
07/31/2024
12/31 /2023
07/31 /2024
12/31 /2023
o �..�+ s � nnm asm_aco.nnci

0 0.
Waypoint 449 Springbroolc Rd, Charlotte, 26
Main 704.5.529.6364364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 23-269-0051
Client Project Description: C&D Landfill, Inc.
Lab No Client Sample ID Matrix Date Collected Date Received
96224 SW-1 Aqueous 09/15/2023 12:15 09/26/2023
96225 SW-2 Aqueous 09/15/2023 15:15 09/26/2023

(2)
Waypoint
ANALYTICAL
Client: Waypoint Analytical - Greenville
Project: C&D Landfill, Inc.
Lab Report Number: 23-269-0051
Date: 9/27/2023
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www,waypointa nalytical.com
CASE NARRATIVE
Volatile Organic Compounds - GC/MS Method 8260D
Analyte: Acetone
QC Batch No: V38404/V38403
CCV recovery for this compound is failing high. All other QC associated with the batch passes within passing
range. Concentration in samples is estimated high.

0,
Waypoint„
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
449 Springbrook Rd, Charlotte; NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
Report Number : 23-269-0051 REPORT OFANAL YSIS
Report Date : 09/27/2023
Received : 09/26/2023
�t *sv
Jamie Corporaal
Laboratory Project Manager
Lab No : 96224 Matrix: Aqueous
Sample ID: SW-1 Sampled: 9/15/2023 12:15
Analytical Method: 8260D
Prep Method: 5030E
Test
Results
Prep Batch(es):
Units
V38403 09/26/23
MOL
09:00
DF
Date / Time
Analyzed
By
Analytical
Batch
Acetone
<0.005
mg/L
0.005
1
09/26/23 23:23
MSA
V38404
Acrylonitrile
<0.005
mg/L
0.005
1
09/26/23 23:23
MSA
V38404
Benzene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
Bromochloromethane
<0.001
mg/L
0.001
1
09/26/23 23:23
MSA
V38404
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
Bromoform
<0.005
mg/L
0.005
1
09/26/23 23:23
MSA
V38404
Bromomethane
<0.001
mg/L
0.001
1
09/26/23 23:23
MSA
V38404
Carbon Disulfide
<0.005
mg/L
0.005
1
09/26/23 23:23
MSA
V38404
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404,
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
Chloroethane
<0.001
mg/L
0.001
1
09/26/23 23:23
MSA
V38404
Chloroform
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
Chloromethane
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
DI -Isopropyl Ether(DIPE)
<0.005
mg/L
0.005
1
09/26/23 23:23
MSA
V38404
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/26/23 23:23
MSA
V38404
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
Dibromomethane
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/26/23 23:23
MSA
V38404
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
Dichlorodifluoromethane
<0.005
mg/L
0.005
1
09/26/23 23:23
MSA
V38404
1,1-Dlchloroethane
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

• 01
Waypointti
ANALYTICAL
00435
waypoint Analytical - Greenville Project
Ann 8aynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0051
449 Springbrook Rd, Charlotte; NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL PSIS
Report Date : 09/27/2023
Received : 09/26/2023
t
Jamie Corporaal
Laboratory Project Manager
Lab No : 96224
Matrix: Aqueous
Sample ID : SW-1
Sampled:
9/15/2023 12:15
Analytical Method: 8260D
Prep Batch(es):
V38403
09/26/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
OF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0,0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
ds-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
1,2-Dichloropropane
<0.0005
mg/L
0,0005
1
09/26/23 23:23
MSA
V38404
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
1,4-Dioxane
<0.150
mg/L
0.150
1
09/26/23 23:23
MSA
V38404
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V36404
2-Hexanone
<0.005
mg/L
0.005
1
09/26/23 23:23
MSA
V38404
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/26/23 23:23
MSA
V38404
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/26/23 23:23
MSA
V38404
Methylene Chloride
<0.001
mg/L
0.001
1
09/26/23 23:23
MSA
V38404
Styrene
<0.0005
mg/L
0,0005
1
09/26/23 23:23
MSA
V36404
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0,0005
1
09/26/23 23:23
MSA
V38404
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
_ 1
09/26/23 23:23
MSA
V38404
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/26/23 23:23
MSA
V38404
Toluene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
Trichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
Qualifiers/ OF
Dilution Factor
MQL Method Quantitation Limit
Definitions

0 0,
Main 704.5Waypoint.. 449 Springbrook Rd, Charlotte, 28217
.529.6364
ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill, Inc.
Ann Baynor Report Date : 09/27/2023
114 Oakmont Dr Information : Received : 09/26/2023
Greenville , NC 27858 ^/X*
Jamie Corporaal
Report Number: 23-269-0051 REPORT OFANAL YSIS Laboratory Project Manager
Lab No: 96224 Matrix: Aqueous
Sample ID : SW-1 Sampled: 9/15/2023 12:15
Analytical Method: 8260D Prep Batch(es): V38403 09/26/23 09:00
Prep Method: 5030E
Test Results Units MOIL OF Date / Time By Analytical
Analyzed Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/26/23 23:23
MSA
V38404
Vinyl Acetate
<0.002
mg/L
0.002
1
09/26/23 23:23
MSA
V38404
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
o-Xylene
<0.0005
mg/L
0.0005
1
09/26/23 23:23
MSA
V38404
m,p-Xylene
<0.001
mg/L
0.001
1
09/26/23 23:23
MSA
V38404
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/26/23 23:23
V38404
Surrogate: 4-Bromofluorobenzene
103
Limits: 80-124%
1 09/26/23 23:23
MSA
V38404
Surrogate: Dlbromofluoromethane
98.6
Limits: 75-129%
1 09/26/23 23:23
MSA
V38404
Surrogate: 1,2-Dichloroethane - d4
94.8
Limits: 63-136%
1 09/26/23 23:23
MSA
V38404
Surrogate: Toluene -dB
98.6
Limits: 77-123%
1 09/26/23 23:23
MSA
V38404
Qualifiers/ OF Dilution Factor MQL Method Quantitatlon Limit
Definitions

r 0,
Waypoint.
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
Report Number: 23-269-0051 REPORT OFANAL Y575
Report Date : 09/27/2023
Received : 09/26/2023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96225 Matrix: Aqueous
Sample ID: SW-2 Sampled: 9/15/2023 15:15
Analytical Method: 8260D
Prep Method: 5030B
Test
Results
Prep Batch(es):
Units
V38403 09/26/23
MOL
09:00
DF
Date / Time
Analyzed
By
Analytical
Batch
Acetone
<0.005
mg/L
0.005
1
09/26/23 22:56
MSA
V38404
Acrylonitrile
<0.005
mg/L
0.005
1
09/26/23 22:56
MSA
V38404
Benzene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
Bromochloromethane
<0.001
mg/L
0.001
1
09/26/23 22:56
MSA
V38404
Bromodlchloromethane
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
Bromoform
<0.005
mg/L
0.005
1
09/26/23 22:56
MSA
V38404
Bromomethane
<0.001
mg/L
0.001
1
09/26/23 22:56
MSA
V38404
Carbon Disulfide
<0.005
mg/L
0.005
1
09/26/23 22:56
MSA
V38404
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V3B404
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
Chloroethane
<0.001
mg/L
0.001
1
09/26/23 22:56
MSA
V38404
Chloroform
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
Chloromethane
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
DI -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/26/23 22:56
MSA
V38404
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/26/23 22:56
MSA
V38404
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
Dibromomethane
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
trans-1,4-Dichioro-2-butene
<0.010
mg/L
0.010
1
09/26/23 22:56
MSA
V38404
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
Dichlorodifiuoromethane
<0.005
mg/L
0.005
1
09/26/23 22:56
MSA
V38404
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
Qualifiers/ OF Dilution
Factor
MQL
Method Quantitation
Limit
Definitions

i
Waypoint„
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-269-0051
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypoi nta na lytica l.com
C&D Landfill, Inc.
REPORT OFANALYSIS
Report Date : 09/27/2023
Received : 09/26/2023
�/X �?
Jamie Corporaal
Laboratory Project Manager
Lab No : 96225
Matrix:
Aqueous
Sample ID: SW-2
Sampled:
9/15/2023 15:15
Analytical Method: 8260D
Prep Batch(es):
V38403
09/26/23 09:00
Prep Method: 5030E
Test
Results
Units
MOL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dlchloroethane
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
trans-1,3-Dichloropropene
<0.0005
mg/L
0,0005
1
09/26/23 22:56
MSA
V38404
1,4-Dioxane
<0.150
mg/L
0.150
1
09/26/23 22:56
MSA
V38404
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
2-Hexanone
<0.005
mg/L
0.005
1
09/26/23 22:56
MSA
V38404
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/26/23 22:56
MSA
V38404
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/26/23 22:56
MSA
V38404
Methylene Chloride
<0.001
mg/L
0.001
1
09/26/23 22:56
MSA
V38404
Styrene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/26/23 22:56
MSA
V38404
Toluene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
Trichloroethene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
Qualifiers/ DF
Dilution Factor
MQL Method Quantitation Limit
Definitions

(2)
Waypoint,.
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Or
Greenville , NC 27858
Report Number:23-269-0051
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica Isom
Project C&D Landfill, Inc.
Information :
REPORT OFANALYSIS
Report Date : 09/27/2023
Received : 09/26/2023
�/X *
Jamie Corporaal
Laboratory Project Manager
Lab No : 96225 Matrix: Aqueous
Sample ID: SW-2 Sampled: 9/15/2023 15:15
Analytical Method: 8260D Prep Batch(es): V38403 09/26/23 09:00
Prep Method: 5030B
Test Results Units MCIL OF Date / Time By Analytical
Analyzed Batch
TrlchloroFluoromethane
<0.0005
mg/L
0.0005 -
1
09/26/23 22:56
MSA
V38404
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/26/23 22:56
MSA
V38404
Vinyl Acetate
<0.002
mg/L
0.002
1
09/26/23 22:56
MSA
V38404
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
o-Xylene
<0.0005
mg/L
0.0005
1
09/26/23 22:56
MSA
V38404
m,p-Xylene
<0.001
mg/L
0.001
1
09/26/23 22:56
MSA
V38404
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/26/23 22:56
V38404
Surrogate: 4-Bromofluorobenzene
102
Limits: 80-124%
1 09/26/23 22:56
MSA
V38404
Surrogate: Dlbromo0uoromethane
100
Limits: 75-129%
1 09/26/23 22:56
MSA
V38404
Surrogate: 1,2-Dichloroethane - d4
97.6
Limits: 63-136%
1 09/26/23 22:56
MSA
V38404
Surrogate: Toluene -dB
99.8
Limits: 77-123%
1 09/26/23 22:56
MSA
V38404
Qualifiers/ OF Dilution Factor MQL Method Quantitation Limit
Definitions

(2)
Waypoint.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC. 28217
Main 704.529.6364
www.weypolntanalytfcal.com
Shipment Receipt Form
Customer Number: 00435
Customer Name: Waypoint Analytical - Greenville
Report Number: 23-269-0051
Shipping Method
Fed Ex 0 US Postal 0 Lab
0 UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
JIRT152.8C
Shipping container/cooler uncompromised?
Yes
0 No
Number of coolers/boxes received
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 label(s)?
* Yes
0 No
COC properly completed
Yes
0 No
Samples in proper containers?
Yes
0 No
Sample containers intact?
Yes
0 No
Sufficient sample volume for indicated test(s)?
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.
Yes
0 No
Water - Sample containers properly preserved
Yes
0 No
0 N/A
Water - VOA vials free of headspace
Yes
0 No
0 N/A
Trip Blanks received with VOAs
0 Yes
* No
0 N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
* N/A
High concentration container (48 hr) F_ Low concentration EnCore samplers (48 hr)
F_ High concentration pre -weighed (methanol -14 d) F_ Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included?
0 Yes
* No
Comments:
Signature: amie Corporaal Date & Time: 09/26/2023 11:48:52

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• 0,
Waypoint
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NO 27858
ID#: 6003 S
Drinking Water ID, 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG DATE COLLECTED: 09/18/23
1904 TWIN LAKE DRIVE DATE REPORTED : 10/10/23
HOLLY SPRINGS, NC 27540
REVIEWED BY:�
SW-3
SW-4
BW-5
SW-6
SW-B
Analysis
Method
PARAMBTERS
MM
NRL
Date Analyst Code
Antimony, ug/1
0.30
1.0
--- U
--- U
--- U
--- U
--- U
09/22/23
NAB
BPA200,8
Arsenic, ug/1
0.13
5.0
5.6
20
6.8
6.6
3.5a
09/22/23
NAB
BPA200.8
Barium, ug/1
0.14
10.0
193
454
232
253
10/04/23
NAB
BPA200.8
Barium, ug/1
0.14
10.0
94.5
09/22/23
NAB
EPA200.8
Beryllium, ug/1
0.20
1.0
0.5J
--- U
--- U
--- U
--- U
10/09/23
MTM
EPA200.7
Calcium, ug/1
10.2
500
98019
235690
119900
104150
102290
09/22/23
MTM
EPA200,7
Cadmium, ug/1
0.19
1.0
--- U
--- U
--- U
--- U
--- U
09/22/23
NAB
EPA200.8
Cobalt, ug/1
0.10
1.0
1.4
2.5
1.6.
3.2
0,82 J
09/22/23
NAB
EPA200.8
Total Chromium, ug/1
0.19
510
0.7
26
12
11
5.8
09/22/23
NAB
EPA200.8
C.".r, ug/1
0.26
10.0
--- U
1 J
--- U
2 J
2 J
10/04/23
NAB
BPA200.8
Iron, ug/1
12.20
50.0
2891
8823
3337
9004
7256
09/22/23
MTM
EPA200.7
manganese, ug/l
2.70
10.0
325
646
410
371
106
09/22/23
MTM
BPA200.7
Lead, ug/1
0,09
5.0
--- U
1.51
0.14 J
3.8J
3.1J
09/22/23
NAB
EPA200.8
Nickel, ug/1
0.13
10.0
1.2 a
2.7 J
1.6 J
2.1 J
2.0 J
09/22/23
NAB
EPA200.8
Selenium, ug/1
0.43
10.0
0.70 J
11
0,62 J
0.65 J
--- U
09/22/23
NAB
EPA200.0
Silvai, ug/1
0.14
5.0
--- U
--- U
--- U
--- U
--- U
10/04/23
NAB
BPA200.8
Thallium, ug/1
0.13
1.0
--- U
--- U
--- U
0.30 J
--- U
09/22/23
NAB
EPA200.0
Vanadium, ug/1
0.14
1.0
2
4
2
6
9
09/22/23
NAB
EPA200.B
Zinc, ug/l
0.34
10.0
1.8a
9.3 J
1.9a
25
12
09/22/23
NAB
EPA200.8
J e Estimated valUe between the MDL and MRL, V . Below ALL QUantitation Limits,

0,
Waypoint
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
Drinking Water ID: 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 6003 S
DATE COLLECTED: 09/18/23
DATE REPORTED : 10/10/23
REVIEWED BY:
SW-9 SW-8
Dup.
Analysis
Method
PARAMETERS
MDL
MRL
Date Analyst
Code
Antimony, ug/1
0.30
1.0
--- U
--- U
09/22/23
HAD
sPA200.8
Arsenic, ug/l
0.13
5.0
1.21
4.0 T
09/22/23
NAB
SPA200.8
Barium, ug/l
0.14
10.0
121
109
09/22/23
NAB
EPA200.8
Beryllium, ug/1
0.20
1.0
--- U
--- U
10/09/23
MTM
SPA200.7
Calcium, ug/1
10.2
Soo
51332
118180
09/22/23
MTM
EPA200.7
Cadmium, ug/l
0.19
1.0
--- U
--- U
09/22/23
NAB
EPA200.8
Cobalt, ug/l
D.30
1.0
0.66 J
1.3
09/22/23
NAB
EPA200.8
Total,Chromium, ug/1
0.19
5.0
2.2 J
8.2
09/22/23
NAB
EPA200.8
Copper, ug/l
0.26
10.0
--- U
3 J
10/04/23
NAB
EPA200.8
Iron, ug/l
12.20
50.0
1857
11294
09/22/23
NTH
EPA200.7
Manganese, ug/1
2.70
10.0
168
149
09/22/23
MTM
EPA200.7
Lead, ug/1
0.09
5.0
0.36 J
4.6 J
09/22/23
HAD
EPA200.8
Nickel, ug/l
0.13
10.0
0.65 J
3.0 J
09/22/23
NAB
EPA200.8
selenium, ug/l
0.43
10.0
--- U
--- U
09/22/23
NAB
EPA200.8
sliver, vg/1
0.14
5.0
--- U
--- U
10/04/23
NAB
EPA200.8
Thallium, ug/1
0.13
1.0
--- U
--- U
09/22/23
NAB
SPA200.8
Vanadium, ug/1
0.14
1.0
0.56 J
13
09/22/23
NAB
BPA200.8
Zinc,'ug/1
0.34
10.0
1.3 J
19
09/22/23
NAB
BPA200.8
J - Estimated Value between the VOL and MRL, U = Below ALL Quantitation Limits.

Waypoint..
ANALYTICAL
114 OAKMONT DRIVE
GREENVILLE, NC 27858
C & D LANDFILL, INC.
ELM SITE SOLUTIONS, INC.
THOMAS TAYLOR, PG
1904 TWIN LAKE DRIVE
HOLLY SPRINGS, NC 27540
Drinking Water ID, 37715
Wastewater ID: 10
PHONE [phone]
FAX [phone]
ID#: 6003 S
DATE COLLECTED: 09/19/23
DATE REPORTED : 10/10/23
REVIEWED BY:
SW-7
OW-10 Equipment
Analysis
Method
PARAMETERS
MDL
MEL
Blank
01
Date Analyst
Code
Antimony, ug/l
0.30
1.0
--- U
--- U
---
U 09/22/23
NAB
EPA200.8
Areanlc, u9/1
0.13
5.0
11
4.2 J
---
U 09/22/23
NAB
EPA200,8
Barium, ug/l
0.14
10.0
224
344
10/04/23
NAB
EPA200.8
Barium, ug/1
0.14
10.0
0.45
J 09/22/23
NAB
EPA200.8
Beryllium, ug/l
0.20
1.0
--- V
--- V
---
U 10/09/23
NTH
EPA200.7
Calcium, ug/1
10.2
500
238160
210070
28
J 09/22/23
NTH
BPA200.7
Cadmium, ug/1
0.19
1.0
--- U
--- u
---
U 09/22/23
NAB
EPA200.9
Cobalt, ug/l
0.10
1.0
2.1
2.6
---
U 09/22/23
NAB
EPA200.B
Total Chromium, ug/l
0.19
5.0
21
7.9
---
U 09/22/23
NAB
EPA200.8
Copper, ug/l
0.26
10.0
2 J
0.54 J
---
U 10/04/23
NAB
EPA200.8
Iron,.ug/1
12.20
50.0
9976
29709
17
J 09/22/23
MTN
EPA200.7
Manganese, ug/1
2.70
10.0
401
771
---
U 09/22/23
MTN
BPA200.7
Lead, ug/1
0.09
5.0
2.1J
0.41 J
---
U 09/22/23
NAB
EPA200.8
Nickel, ug/l
0.13
10.0
2.01
1.4 J
---
U 09/22/23
NAB
EPA200.8
Selenium, ug/l
0,43
10.0
1.3 J
0.50 J
---
U 09/22/23
NAB
EPA200.8
silver, ug/1
0.14
5.D
--- u
--- V
---
U 10/04/23
NAB
EPA200.8
Thallium, ug/l
0.13
1.0
--- U
--- U
---
U 09/22/23
NAB
EPA200.8
Vanadium, ug/l
0.14
1.0
3
0.69 J
---
U 09/22/23
NAB
EPA200.8
Zinc, ug/1
0.34
10.0
18
2.6 J
0.60
J 09/22/23
NAB
EPA200.8
J = Estimated value between the MDL and MEL, U = Below ALL Quantitation Limits.

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Wayp
Aoint
NALYTICAL
10/3/2023
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville, NC, 27858
Ref: Analytical Testing
Lab Report Number: 23-269-0054
Client Project Description: C&D Landfill, Inc.
Dear Ann Baynor:
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/26/2023 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,
6 Z(c r
Jamie Corporaal
Laboratory 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.

0
Waypownt.
ANALYTICAL
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, INC
State
Program
Lab ID
Expiration Date
North Carolina
State Program
37735
07/31/2024
North Carolina
State Program
402
12/31/2023
South Carolina
State Program
99012
07/31/2024
South Carolina
State Program
99012
12/31/2023
D— i �, 1 nnni ama?ao_nncn

WaypAo0 u
.NALYTICAL 0,
Report Number: 23-269-0054
Client Project Description: C&D Landfill, Inc.
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica Isom
Sample Summary Table
Lab No
Client Sample ID
Matrix
Date Collected
Date Received
96237
SW-3
Aqueous
09/18/2023
13:40
09/26/2023
96238
SW-4
Aqueous
09/18/2023
13:40
09/26/2023
96239
SW-5
Aqueous
09/18/2023
14:40
09/26/2023
96240
SW-6
Aqueous
09/18/2023
14:50
09/26/2023
96241
SW-7
Aqueous
09/18/2023
16:00
09/26/2023
96242
SW-8
Aqueous
09/18/2023
16:40
09/26/2023
96243
SW-9
Aqueous
09/18/2023
16:40
09/26/2023
96244
SW-10
Aqueous
09/19/2023
10:10
09/26/2023
96245
SW-8-DUP
Aqueous
09/18/2023
16:40
09/26/2023
96254
EB-1
Aqueous
09/19/2023
09:15
09/26/2023
96255
Trip Blank-2
Aqueous
09/18/2023
09/26/2023

i
WaypoiInt . 00
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypo intana lytica I.cc m
C&D Landfill, Inc.
Report Number : 23-269-0054 REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X �
Jamie Corporaal
Laboratory Project Manager
Lab No : 96237 Matrix: Aqueous
Sample ID: SW-3 Sampled: 9/18/2023 13:40
Analytical Method: 8260D
Prep Method: 5030B
Test
Results
Prep Batch(es):
Units
V38S67
MOL
09/29/23 09:00
DF
Date l Time
Analyzed
By
Analytical
Batch
Acetone
0.009
mg/L
0.005
1
09/30/23 00:46
MSA
V38568
Acrylonitrlle
<0.005
mg/L
0.005
1
09/30/23 00:46
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/30/23 00:46
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/30/23 00:46
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/30/23 00:46
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/30/23 00:46
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/30/23 00:46
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Di -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/30/23 00:46
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/30/23 00:46
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/30/23 00:46
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Dichlorodi0uoromethane
<0.005
mg/L
0.005
1
09/30/23 00:46
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

Waypoint.
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96237
Matrix: Aqueous
Sample ID: SW-3
Sampled:
9/18/2023 13:40
Analytical Method: 82600
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date/Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0,0005
1
09/30/23 00:46
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0.150
1
09/30/23 00:46
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/30/23 00:46
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/30/23 00:46
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/30/23 00:46
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/30/23 00:46
MSA
V38568
Styrene
<0.0005
mg/L
0,0005
1
09/30/23 00:46
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/30/23 00:46
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
Qualifiers/ DF
Dilution Factor
MQL Method Quantitation Limit
Definitions

Waypoint.
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Or
Greenville , NC 27858
Report Number : 23-269-0654
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalyt!Cal.com
Project C&D Landfill, Inc.
Information :
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09126/2023
�/X *
Jamie Corporaal
Laboratory Project Manager
Lab No : 96237
Sample ID: SW-3
Matrix:
Sampled:
Aqueous
9/18/2023 13:40
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date / Time
By Analytical
Analyzed
Batch
Trichlorofiuoromethane
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/30/23 00:46
MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/30/23 00:46
MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
o-Xylene
<O.000S
mg/L
0.0005
1
09/30/23 00:46
MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/30/23 00:46
MSA
V38568
Xylene CTotal)
<0.0005
mg/L
0.0005
1
09/30/23 00:46
V38568
Surrogate: 4-eromofiuorobenzene
105
Limits: 80-124%
1 09/30/23 00:46 MSA
V38568
Surrogate: Dibromofiucromethane
95.6
Limits: 75-129%
1 09/30/23 00:46 MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
92.6
Limits: 63-136%
1 09/30/23 00:46
MSA
V38568
Surrogate: Toluene-d8
99.0
Limits: 77-123%
1 09/30/23 00:46
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

0,
Waiypointx
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypo inta na lytica l.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
Jamie Corporaal
Laboratory Project Manager
Lab No : 96238
Matrix:
Aqueous
Sample ID : SW-4
Sampled:
9/18/2023 13:40
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date/Time
By
Analytical
Analyzed
Batch
Acetone
0.017
mg/L
0.005
1
09/30/23 01:13
MSA
V38568
Acrylonitrile
<0.005
mg/L
0.005
1
09/30/23 01:13
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/30/23 01:13
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/30/23 01:13
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/30/23 01:13
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/30/23 01:13
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/30/23 01:13
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
Di -Isopropyl Ether(DIPE)
<0.005
mg/L
0.005
1
09/30/23 01:13
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/30/23 01:13
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/30/23 01:13
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
Dichlorodifiuoromethane
<0.005
mg/L
0.005
1
09/30/23 01:13
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0,0005
1
09/30/23 01:13
MSA
V38568
Qualifiers/ DF Dilution
Factor
MQL Method Quantitation
Limit
Definitions

WaypoiI nt.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OF ANAL PSIS
Report Date : 10/03/2023
Received : 09/26/2023
�'X c
Jamie Corporaal
Laboratory Project Manager
Lab No : 96238
Matrix:
Aqueous
Sample ID: SW-4
Sampled:
9/18/2023 13:40
Analytical Method: 8260D
Prep Batch(es):
V38S67
09/29/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date/Time
By
Analytical
Analysed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
cis-1,3-Dlchloropropene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
1,4-Dioxane
<0150
mg/L
0.150
1
09/30/23 01A3
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/30/23 01:13
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/30/23 01:13
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/30/23 01:13
MSA
V38568 _
Methylene Chloride
<0.001
mg/L
0.001
1
09/30/23 01:13
MSA
V38568
Styrene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0,0005
1
09/30/23 01:13
MSA.
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/30/23 01:13
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
Qualifiers/ OF Dilution
Factor
MQL Method Quantltation Limit
Definitions

r Go
Waypoint,.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�t *W1
Jamie Corporaal
Laboratory Project Manager
Lab No : 96238
Sample ID : SW-4
Matrix:
Sampled:
Aqueous
9/18/2023 13:40
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23
09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date /Time
By
Analytical
Analyzed
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/30/23 01:13
MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/30/23 01:13
MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
o-Xylene
<0.0005
mg/L
0.0005
1
09/30/23 01:13
MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/30/23 01:13
MSA
V38568
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/30/23 01:13
V38568
Surrogate: 4-Bromo0uorobenzene
104
Limits:
80-124%
1 09/30/23 01:13 MSA
V38568
Surrogate: Dibromofluoromethane
96.0
Limits:
75-129%
1 09/30/23 01:13
MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
95.2
Limits:
63-136%
1 09/30/23 01:13
MSA
V38568
Surrogate: Toluene-d8
98.2
Limits:
77-123%
1 09/30/23 01:13
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

Waypont, 0,
ANALYTICAL
00435
Waypoint Analytical - Greenville - Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number : 23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lytica I som
C&D Landfll, Inc.
REPORT OFANALYSIS
Report Date : 10/03/2023
Received : 09/26/2023
�t *ud
Jamie Corporaal
Laboratory Project Manager
Lab No : 96239
Matrix:
Aqueous
Sample ID: SW-5
Sampled:
9/18/2023 14:40
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
0.006
mg/L
0.005
1
09/30/23 01:39
MSA
V38568
Acrylonitrlle
<0.005
mg/L
0.005
1
09/30/23 01:39
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/30/23 01:39
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/30/23 01:39
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/30/23 01:39
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/30/23 01:39
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Chlomethane
<0.001
mg/L
0.001
1
09/30/23 01:39
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Di -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/30/23 01:39
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/30/23 01:39
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/30/23 01:39
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
DichlorodlFluoromethane
<0.005
mg/L
0.005
1
09/30/23 01:39
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Qualifiers/ OF Dilution
Factor
MQL Method Quantitation Limit
Definitions

• 0,
Waypoint
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
fX
Jamie Corporaal
Laboratory Project Manager
Lab No : 96239 Matrix: Aqueous
Sample ID : 5W-5 Sampled: 9/18/2023 14:40
Analytical Method: 8260D Prep Batch(es): V38567 09/29/23 09:00
Prep Method: 5030B
Test Results Units MOL DF Date / Time By Analytical
Analyzed Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568-
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
cis-1,3-Dichloropropene
<0.0005
mg/L
0,0005
1
09/30/23 01:39
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0.150
1
09/30/23 01:39
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/30/23 01:39
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/30/23 01:39
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/30/23 01:39
MSA
V38568 _
Methylene Chloride
<0.001
mg/L
0.001
1
09/30/23 01:39
MSA
V38568
Styrene
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568-
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/30/23 01:39
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 01:39
MSA
V38568
Qualifiers/ DF
Dilution Factor
MQL
Method Quantitation
Limit
Definitions

W'aypoint,. 00
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number : 23-269-0054
449 Springbrodk Rd, Charlotte, INC 28217
Main 704.529.6364
www.waypointanalytical.com
Project C&D Landfll, Inc.
Information :
REPORT OFAIVAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X
Jamie Corporaal
Laboratory Project Manager
Lab No : 96239
Sample ID: SW-5
Matrix:
Sampled:
Aqueous
9/18/2023 14:40
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL DF
Date/Time
By Analytical
Analyzed
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1 09/30/23 01:39
MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1 09/30/23 01:39
MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1 09/30/23 01:39
MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1 09/30/23 01:39
MSA
V38568
o-Xylene
<0.0005
mg/L
0.0005
1 09/30/23 01:39
MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1 09/30/23 01:39
MSA
V38568
Xylene (Total)
<0.0005
mg/L
0.0005
1 09/30/23 01:39
V38568
Surrogate: 4-Bromo0uorobenzene
103
Limits: 80-124%
1 09/30/23 01:39 MSA
V38568
Surrogate: Dlbromo0uoromethane
97.0
Limits: 75-129%
1 09/30/23 01:39 MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
94.0
Limits: 63-136%
- 1 09/30/23 01:39 MSA
V38568
Surrogate: Toluene7d8
98.6
Limits: 77-123%
1 09/30/23 01:39 MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitatlon Limit
Definitions

Waypoint
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
ft
Jamie Corporaal
Laboratory Project Manager
Lab No : 96240
Sample ID: SW-6
Matrix:
Sampled:
Aqueous
9/18/2023 14:50
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23
09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
0.005
mg/L
0.005
1
09/30/23
02:06
MSA
V38568
Acrylonitrile
<0.005
mg/L
0.005
1
09/30/23
02:06
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/30/23
02:06
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/30/23
02:06
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/30/23
02:06
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/30/23
02:06
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/30/23
02:06
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/30/23
02:06
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/30/23
02:06
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23
02:06
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/30/23
02:06
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/30/23
02:06
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/30/23
02:06
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/30/23
02:06
MSA
V38568
DI -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/30/23
02:06
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/30/23
02:06
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/30/23
02:06
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/30/23
02:06
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/30/23
02:06
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23
02:06
MSA
V38568
Dichlorodifiuoromethane
<0.005
mg/L
0,005
1
09/30/23
02:06
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23
02:06
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

0
WaypointM1.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number: 23-269-0054
449 Springbrook Rd, Charlotte,: NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORTOFANALYSIS
Report Date : 10/03/2023
Received : 09/26/2023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96240
Matrix:
Aqueous
Sample ID : SW-6
Sampled:
9/18/2023 14:50
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MOL
OF
Date I Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0.150
1
09/30/23 02:06
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/30/23 02:06
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/30/23 02:06
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/30/23 02:06
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/30/23 02:06
MSA
V38568
Styrene
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/30/23 02:06
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
1,1,1-Trlchloroethane
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 02:06
MSA
V38568
Qualifiers/ OF
Dilution Factor
MQL Method Quantitation
Limit
Definitions

`V1lraypoint.. (2)
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Gaynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANALYSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X
Jamie Corporaal
Laboratory Project Manager
Lab No : 96240 Matrix: Aqueous
Sample ID: SW-6 Sampled: 9/18/2023 14:50
Analytical Method: 8260D
Prep Method: 50308
Test
Results
Prep Batch(es):
Units
V38567
MQL
09/29/23 09:00
DF
Date / Time By
Analyzed
Analytical
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/30/23 02:06 MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/30/23 02:06 MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/30/23 02:06 MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/30/23 02:06 MSA
V38568
o-Xylene
<0.0005
mg/L
0.0005
1
09/30/23 02:06 MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/30/23 02:06 MSA
V38568
Xylene CTotal)
<0.0005
mg/L
0.0005
1
09/30/23 02:06
V36568
Surrogate: 4-Bromofluorobenzene
104
Limits:
80-124%
1 09/30/23 02:06 MSA
V38568.
Surrogate: Dlbromofluoromethane
96.8
Limits:
75-129%
1 09/30/23 02:06 MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
92.4
Limits:
63-136%
1 09/30/23 02:06 MSA
V38568
Surrogate: Toluene-d8
99.6
Limits:
77-123%
1 09/30/23 02:06 MSA
V38568
Qualifiers/ OF Dilution Factor MQL Method Quantitation Limit
Definitions

WaypoiInt_..
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landnll, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
Jamie Corporaal
Laboratory Project Manager
Lab No : 96241 Matrix: Aqueous
Sample ID: SW-7 Sampled: 9/18/2023 16:00
Analytical Method: 8260D Prep Batch(es): V38567 09/29/23 09:00
Prep Method: 5030B
Test Results Units MOL DF Date / Time By Analytical
Analyzed Batch
Acetone
0.055
mg/L
0.005
1
09/30/23 02:33
MSA
V38568
Acrylonitrile
<0.005
mg/L
0.005
1
09/30/23 02:33
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
Bromochloromethane
<0.001
mg/L
0,001
1
09/30/23 02:33
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/30/23 02:33
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/30/23 02:33
MSA
V38568
Carbon DisulFlde
<0.005
mg/L
0.005
1
09/30/23 02:33
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/30/23 02:33
MSA
V38568
Chloroform
<0.0005
m9/L
0.0005
1
09/30/23 02:33
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
Di -Isopropyl Ether(DIPE)
<0.005
mg/L
0.005
1
09/30/23 02:33
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/30/23 02:33
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
Dlbromomethane
<0.0005
mg/L
0,0005
1
09/30/23 02:33
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/30/23 02:33
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
DlchlorodiFluoromethane
<0.005
mg/L
0.005
1
09/30/23 02:33
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
Qualifiers/ DF
Dilution Factor
MQL
Method Quantitation
Limit
Definitions

(2)
Waypoint,.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landflil, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
fX
Jamie Corporaal
Laboratory Project Manager
Lab No : 96241 Matrix: Aqueous
Sample ID : SW-7 Sampled: 9/18/2023 16:00
Analytical Method: 8260D Prep Batch(es): V38567 09/29/23 09:00 -
Prep Method: 5030B
Test Results Units MGL DF Date / Time By Analytical
Analyzed Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0.150
1
09/30/23 02:33
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/30/23 02:33
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/30/23 02:33
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/30/23 02:33
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/30/23 02:33
MSA
V38568
Styrene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/30/23 02:33
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568 -
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
Qualifiers/ DF
Dilution Factor
MQL
Method Quantitation
Limit
Definitions

W'aypoint:
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSTS
Report Date : 10/03/2023
Received : 09/26/2023
�/X c"
Jamie Corporaal
Laboratory Project Manager
Lab No : 96241
Sample ID : SW-7
Matrix:
Sampled:
Aqueous
9/18/2023 16:00
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23
09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date I Time
By Analytical
Analyzed
Batch
TrichloroFluoromethane
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/30/23 02:33
MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/30/23 02:33
MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
o-Xylene
<0.0005
mg/L
0.0005
1
09/30/23 02:33
MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/30/23 02:33
MSA
V38568
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/30/23 02:33
V38568
Surrogate: 4-Bromofiuorobenzene
104
Limits:
80-124%
1 09/30/23 02:33
MSA
V38568
Surrogate: Dibromofiuoromethane
96.2
Limits:
75-129%
1 09/30/23 02:33
MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
92.4
Limits:
63-136%
1 09/30/23 02:33
MSA
V38568
Surrogate: Toluene-d8
99.4
Limits:
77-123%
1 09/30/23 02:33
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantltation Limit
Definitions

Waypoint 01
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANALYSIS
Report Date : 10/03/2023
Received : 09/26/2023
Jamie Corporaal
Laboratory Project Manager
Lab No : 96242
Matrix:
Aqueous
Sample ID: SW-8
Sampled:
9/18/2023 16:40
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date/Time
By
Analytical
Analyzed
Batch
Acetone
<0.005
mg/L
0.005
1
09/30/23
03:00
MSA
V38568
Acrylonitrile
<0.005
mg/L
0.005
1
09/30/23
03:00
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/30/23
03:00
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/30/23
03:00
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/30/23
03:00
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/30/23
03:00
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/30/23
03:00
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/30/23
03:00
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/30/23
03:00
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23
03:00
MSA
V38568
Chlorodlbromomethane
<0.0005
mg/L
0.0005
1
09/30/23
03:00
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/30/23
03:00
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/30/23
03:00
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/30/23
03:00
MSA
V38568
Di -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/30/23
03:00
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/30/23
03:00
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/30/23
03:00
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/30/23
03:00
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/30/23
03:00
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23
03:00
MSA
V38568
DichlorodlFluoromethane
<0.005
mg/L
0.005
1
09/30/23
03:00
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23
03:00
MSA
V38568
Qualifiers/ OF Dilution
Factor
MQL Method Quantitation
Limit
Definitions

Waypointa, 0,
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lytica l.co m
C&D Landfill, Inc.
REPORT Of ANALYSIS
Report Date : 10/03/2023
Received : 09/26/2023
�t
Jamie Corporaal
Laboratory Project Manager
Lab No : 96242
Matrix:
Aqueous
Sample ID : SW-8
Sampled:
9/18/2023 16:40
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
1,1-Dlchloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
cis-1,2-Dlchloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
1,2-Dlchloropropane
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
cis-1,3-Dichlaropropene
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568 -
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0.150
1
09/30/23 03:00
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/30/23 03:00
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/30/23 03:00
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/30/23 03:00
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/30/23 03:00
MSA
V38568
Styrene
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0,0005
1
09/30/23 03:00
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/30/23 03:00
MSA
V38568
Toluene
<0.0005
mg/1-
0.0005
1
09/30/23 03:00
MSA
V38568
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:00
MSA
V38568
Qualifiers/ OF Dilution
Factor
MQL Method Quantitation Limit
Definitions

•
Waypoint G)
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X *a'
Jamie Corporaal
Laboratory Project Manager
Lab No : 96242
Sample ID: SW-8
Matrix: Aqueous
Sampled: 9/18/2023 16:40
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MOL
DF
Date / Time By Analytical
Analyzed
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/30/23 03:00 MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/30/23 03:00 MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/30/23 03:00 MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/30/23 03:00 MSA
V38568
o-Xylene
<0.0005
mg/L
0.0005
1
09/30/23 03:00 MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/30/23 03:00 MSA
V38568
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/30/23 03:00
V38568
Surrogate: 4-Bromofluorobenzene
103
Limits:
80-124%
1 09/30/23 03:00 MSA
V38568
Surrogate: Dibromo0poromethane
95.8
Limits:
75-129%
1 09/30/23 03:00 MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
90.6
Limits:
63-136%
1 09/30/23 03:00 MSA
V38568
Surrogate: Toluene-d8
99.4
Limits:77-123%
1 09/30/23 03:00 MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

WaypoiInty Go
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number : 23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointana lyti ca Isom
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X
*MPT,
Jamie Corporaal
Laboratory Project Manager
Lab No : 96243
Matrix:
Aqueous
Sample ID: SW-9
Sampled:
9/18/2023 16:40
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23
09:00
Prep Method: 5030B
Test
Results
Units
MOL
DF
Date/Time
By
Analytical
Analyzed
Batch
Acetone
<0.005
mg/L
0.005
1
09/30/23 03:27
MSA
V38568
Acrylonitrile
<0.005
mg/L
0.005
1
09/30/23 03:27
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/30/23 03:27
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0,0005
1
09/30/23 03:27
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/30/23 03:27
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/30/23 03:27
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/30/23 03:27
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Chlorodlbromomethane
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/30/23 03:27
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Di -Isopropyl Ether(DIPE)
<0.005
mg/L
0.005
1
09/30/23 03:27
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/30/23 03:27
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0,010
1
09/30/23 03:27
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Dichlorodi0uoromethane
<0.005
mg/L
0.005
1
09/30/23 03:27
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Qualifiers/ OF Dilution
Factor
MQL
Method Quantitation Limit
Definitions

Waypoint. 00
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.way.pointanalytical.com.
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
ft�
Jamie Corporaal
Laboratory Project Manager
Lab No : 96243
Matrix:
Aqueous
Sample ID : SW-9
Sampled:
9/18/2023 16:40
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23
09:00
Prep Method: 5030E
Test
Results
Units
MOL
DF
Date/Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0,0005
1
09/30/23 03:27
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
1,4-Dloxane
<0.150
mg/L
0.150
1
09/30/23 03:27
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/30/23 03:27
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/30/23 03:27
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/30/23 03:27
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/30/23 03:27
MSA
V38568
Styrene
<0.0005
mg/L
0,0005
1
09/30/23 03:27
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/30/23 03:27
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:27
MSA
V38568
Qualifiers/ DF Dilution
Factor
MQL
Method Quantitation Limit
Definitions

• W+� poin 0. 4A9 Springhrook Rd, Charlotte, .5 28217
Waypoint Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill, Inc.
Ann Baynor Report Date : 10/03/2023
114 Oakmont Dr Information : Received : 09/26/2023
Greenville , NC 27858 �/X c
REPORT OFANALYSIS Jamie Corporaal
Report Number : 23-269-0054 Laboratory Project Manager
Lab No : 96243 Matrix: Aqueous
Sample ID : 5W-9 Sampled: 9/18/2023 16:40
Analytical Method: 8260D Prep Batch(es): V38567 09/29/23 09:00
Prep Method: 5030E
Test Results Units MCIL DF Date ITime By Analytical
Analyzed Batch
Trichlorofiuoromethane
<0.0005
mg/L
0.0005
1
09/30/23 03:27 MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/30/23 03:27 MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/30/23 03:27 MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/30/23 03:27 MSA
V38568
o-Xylene
<0.0005
mg/L
0.0005
1
09/30/23 03:27 MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/30/23 03:27 MSA
V38568
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/30/23 03:27
V38568
Surrogate: 4-Bromofiuorobenzene
104
Limits: 80-124%
1 09/30/23 03:27 MSA
V38568
Surrogate: Dibromofiuoromethane
98.0
Limits: 75-129%
1 09/30/23 03:27 MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
93.0
Limits: 63-136%
1 09/30/23 03:27 MSA
V38568
Surrogate: Toluene-d8
98.8
Limits: 77-123%
1 09/30/23 03:27 MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

Waypoiint,.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalyticzil.com
C&D Landfill, Inc.
Report Number: 23-269-0054 REPORT OF ANALYSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X
Jamie Corporeal
Laboratory Project Manager
Lab No : 96244 Matrix: Aqueous
Sample ID : SW-10 Sampled: 9/19/2023 10:10
Analytical Method: 8260D
Prep Method: 5030E
Test
Results
Prep Batch(es):
Units
V38567 09/29/23
MQL
09:00
DF
Date / Time
Analyzed
By
Analytical
Batch
Acetone
0.012
mg/L
0.005
1
09/30/23
03:54
MSA
V38568
Acrylonitrile
<0.005
mg/L
0.005
1
09/30/23
03:54
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/30/23
03:54
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/30/23
03:54
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/30/23
03:54
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/30/23
03:54
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/30/23
03:54
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/30/23
03:54
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/30/23
03:54
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23
03:54
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/30/23
03:54
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/30/23
03:54
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/30/23
03:54
MSA
V38568
Chlommethane
<0.0005
mg/L
0.0005
1
09/30/23
03:54
MSA
V38568
DI -Isopropyl Ether(DIPE)
<0.005
mg/L
0.005
1
09/30/23
03:54
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/30/23
03:54
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
06/30/23
03:54
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/30/23
03:54
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/30/23
03:54
MSA
V38568
1,2-Dlchlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23
03:54
MSA
V38568
Dichlorodifluoromethane
<0.005
mg/L
0.005
1
09/30/23
03:54
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23
03:54
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitatlon Limit
Definitions

WaypoiInt,
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica Isom
C&D Landfill, Inc.
REPORT OFANAL Y575
Report Date : 10/03/2023
Received :09/26/2023
0
Jamie Corporaal
Laboratory Project Manager
Lab No : 96244
Matrix:
Aqueous
Sample ID: SW-10
Sampled:
9/19/2023 10:10
Analytical Method: 82600
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date I Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0.150
1
09/30/23 03:54
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/30/23 03:54
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/30/23 03:54
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/30/23 03:54
MSA
V38568
Methylene Chloride
<0.001
mg/L
0,001
1
09/30/23 03:54
MSA
V38568
Styrene
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/30/23 03:54
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 03:54
MSA
V38568
Qualifiers/ OF Dilution
Factor
MQL Method Quantitation
Limit
Definitions

0,
Waypoinrty
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypoi ntana lytica Isom
C&D Landfll, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
0C
Jamie Corporaal
Laboratory Project Manager
Lab No : 96244
Sample ID: SW-10
Matrix: Aqueous
Sampled: 9/19/2023 10:10
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MOL
DF
Date / Time By Analytical
Analyzed
Batch
TrichloroFluoromethane
<0.0005
mg/L
0.0005
1
09/30/23 03:54 MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/30/23 03:54 MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/30/23 03:54 MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/30/23 03:54 MSA
V38568
o-Xylene
<0.0005
mg/L
0.0005
1
09/30/23 03:54 MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/30/23 03:54 MSA
V38568
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/30/23 03:54
V38568
Surrogate: 4-Bromo0uorobenzene
102
Limits: 80-124%
1 09/30/23 03:54 MSA
V38568
Surrogate: Dlbromo0uoromethane
97.8
Limits: 75-129%
1 09/30/23 03:54 MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
95.2
Limits: 63-136%
1 09/30/23 03:54 MSA
V38568
Surrogate: Toluene -dB
99.4
Limits: 77-123%
1 09/30/23 03:54 MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitatlon Limit
Definitions

Waypoint
ANALYTICAL
00435
Waypolnt Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number : 23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalyticaI som
C&D Landfill, Inc.
REPORT OFANALYSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X
4N-W,
Jamie Corporaal
Laboratory Project Manager
Lab No : 96245
Sample ID: SW-8-DUP
Matrix:
Sampled:
Aqueous
9/18/2023 16:40
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23
09:00
Prep Method: 5030B
Test
Results
Units
MOL
OF
Date / Time
By
Analytical
Analyzed
Batch
Acetone
<0.005
mg/L
0.005
1
09/30/23 04:22
MSA
V38568
Acrylonitrile
<0.005
mg/L
0.005
1
09/30/23 04:22
MSA
V38568
Benzene
<0.0005'
mg/L
0,0005
1
09/30/23 04:22
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/30/23 04:22
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/30/23 04:22
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/30/23 04:22
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/30/23 04:22
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
69/30/23 04:22
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/30/23 04:22
MSA
V38568
Chloroform
<0.0005
mg/L
0,0005
1
09/30/23 04:22
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
DI -Isopropyl Ether(DIPE)
<0.005
mg/L
0.005
1
09/30/23 04:22
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/30/23 04:22
MSA
V38568
1,2-Dibromcethane
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/30/23 04:22
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
Dichlorodifluoromethane
<0.005
mg/L
0.005
1
09/30/23 04:22
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

1 0,
Waypoint„
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrooh Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D LandFlll, Inc.
REPORT OFANALYSIS
Report Date : 10/03/2023
Received : 09/26/2023
%
Jamie Corpomal
Laboratory Project Manager
Lab No : 96245
Sample ID : SW-B-DUP
Matrix:
Sampled:
Aqueous
9/18/2023 16:40
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23
09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38S68
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0.150
1
09/30/23 04:22
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/30/23 04:22
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/30/23 04:22
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/30/23 04:22
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/30/23 04:22
MSA
V38568
Styrene
<0,0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/30/23 04:22
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
1,1,1-Trlchloroethane
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568.
Trichloroethene
<0.0005
mg/L
0.0005
1
09/30/23 04:22
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

0,
A aypoin�ry 449 Springbrook Rd, Charlotte, 28217
y Main Z04.5.529.6364
ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill, Inc.
Ann Baynor Report Date : 10/03/2023
114 Oakmont Dr Information : Received : 09/26/2023
Greenville , NC 27858 i/ X*0
Jamie Corporeal
Report Number: 23-269-0054 REPORT OFANAL YSIS Laboratory Project Manager
Lab No : 96245 Matrix: Aqueous
Sample ID: SW-B-DUP Sampled: 9/18/2023 16:40
Analytical Method: 8260D Prep Batch(es): V38567 09/29/23 09:00
Prep Method: 5030E
Test Results Units MQL DF Date I Time By Analytical
Analyzed Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/30/23 04:22 MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/30/23 04:22 MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/30/23 04:22 MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/30/23 04:22 MSA
V38568
o-Xylene
<0.0005
mg/L
0.0005
1
09/30/23 04:22 MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/30/23 04:22 MSA
V38568
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/30/23 04:22
V38568 _
Surrogate: 4-Bromoguorobenzene
104
Limits: 80-124%
1 09/30/23 04:22 MSA
V38568
Surrogate: Dibromofiuoromethane
97.8
Limits: 75-129%
1 09/30/23 04:22 MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
93.6
Limits: 63-136%
1 09/30/23 04:22 MSA
V38568
Surrogate: Toluene-d8
100
Limits: 77-123%
1 09/30/23 04:22 MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

Waypoint,.
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytica Isom
C&D Landfill, Inc.
REPORT OFANALYSIS
Report Date : 10/03/2023
�/XRece: 09/26/2023
*
Jamie Corporaal
Laboratory Project Manager
Lab No : 96254 Matrix: Aqueous
Sample ID: EB-1 Sampled: 9/19/2023 9:15
Analytical Method: 8260D Prep Batch(es): V38567 09/29/23 09:00
Prep Method: 5030E
Test Results Units MOL DF Date I Time By Analytical
Analyzed Batch
Acetone
<0.005
mg/L
0.005
1
09/29/23 21:11
MSA
V3856B
Acrylonitrile
<0.005
mg/L
0.005
1
09/29/23 21:11
MSA
V3B568
Benzene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/29/23 21:11
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V3856B
Bromoform
<0.005
mg/L
0.005
1
09/29/23 21:11
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/29/23 21:11
MSA
V38568
Carbon DisulFlde
<0.005
mg/L
0,005
1
09/29/23 21:11
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
Chloroethane
<0.001
mg/L
0,001
1
09/29/23 21:11
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
DI -Isopropyl Ether (DIPE)
<0.005
mg/L
0.005
1
09/29/23 21:11
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/29/23 21:11
MSA
V38568
1,2-Dlbromoethane
<0.0005
mg/L
0,0005
1
09/29/23 21:11
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/29/23 21:11
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
Dlchlorodi0uoromethane
<0.005
mg/L
0.005
1
09/29/23 21:11
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568.
Qualifiers/ DF Dilution
Factor
MQL Method Quantitatlon
Limit
Definitions

Go
Waypointz
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Dr Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.S29.6364
www.waypointanalytica Isom
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X
Jamie Corporaal
Laboratory Project Manager
Lab No : 96254
Matrix:
Aqueous
Sample ID : EB-1
Sampled:
9/19/2023 9:15
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date / Time
By
Analytical
Analyzed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
cis-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0.150
1
09/29/23 21:11
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/29/23 21:11
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/29/23 21:11
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/29/23 21:11
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/29/23 21:11
MSA
V3856B
Styrene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/29/23 21:11
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
Qualifiers/ OF Dilution
Factor
MQL Method Quantitation Limit
Definitions

0,
A a poin 449 Springhrook Rd, Charlotte, .5 28217
� y Y Nv Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
00435
Waypoint Analytical - Greenville Project C&D Landfill, Inc.
Ann Baynor Report Date : 10/03/2023
114 Oakmont Dr Information : Received : 09/26/2023
Greenville , NC 27858 �/X *&#'
Jamie Corporaal
Report Number : 23-269-0054 REPORT OFANAL YSIS Laboratory Project Manager
Lab No : 96254
Sample ID: EB-1
Matrix:
Sampled:
Aqueous
9/19/2023 9:15
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23
09:00
Prep Method: 5030B
Test
Results
Units
MQL
DF
Date / Time
By Analytical
Analyzed
Batch
Trichlorofluoromethane
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/29/23 21:11
MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/29/23 21:11
MSA
V38568
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
o-Xylene
<0.0005
mg/L
0.0005
1
09/29/23 21:11
MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/29/23 21:11
MSA
V38568
Xylene (Total)
<0.0005
mg/L
0.0005
1
09/29/23 21:11
V38568
Surrogate: 4-Bromofluorobenzene
106
Limits: 80-124%
1 09/29/23 21:11
MSA
V38568
Surrogate: Dibromolluoromethane
98.2
Limits: 75-129%
1 09/29/23 21:11
MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
92.0
Limits: 63-136%
1 09/29/23 21:11
MSA
V38568
Surrogate: Toluene-d8
99.8
Limits: 77-123%
1 09/29/23 21:11
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

Waypoi rat„ (be
ANALYTICAL
00435
waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number;23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�t *&w
Jamie Corporaal
Laboratory Project Manager
Lab No : 96255
Matrix:
Aqueous
Sample ID : Trip Blank-2
Sampled:
9/18/2023 0:00
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030B
Test
Results
Units
MQL
OF
Date/Time
By
Analytical
Analyzed
Batch
Acetone
<0,005
mg/L
0.005
1
09/29/23 21:38
MSA
V38568
Acrylonitrile
<0.005
mg/L
0.005
1
09/29/23 21:38
MSA
V38568
Benzene
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
Bromochloromethane
<0.001
mg/L
0.001
1
09/29/23 21:38
MSA
V38568
Bromodichloromethane
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
Bromoform
<0.005
mg/L
0.005
1
09/29/23 21:38
MSA
V38568
Bromomethane
<0.001
mg/L
0.001
1
09/29/23 21:38
MSA
V38568
Carbon Disulfide
<0.005
mg/L
0.005
1
09/29/23 21:38
MSA
V38568
Carbon Tetrachloride
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
Chlorobenzene
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
Chlorodibromomethane
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
Chloroethane
<0.001
mg/L
0.001
1
09/29/23 21:38
MSA
V38568
Chloroform
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
Chloromethane
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
DI -Isopropyl Ether(DIPE)
<0.005
mg/L
0.005
1
09/29/23 21:38
MSA
V38568
1,2-Dibromo-3-Chloropropane
<0.002
mg/L
0.002
1
09/29/23 21:38
MSA
V38568
1,2-Dibromoethane
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
Dibromomethane
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
trans-1,4-Dichloro-2-butene
<0.010
mg/L
0.010
1
09/29/23 21:38
MSA
V38568
1,2-Dichlorobenzene
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
Dlchlorodifiuoromethane
<0.005
mg/L
0.005
1
09/29/23 21:38
MSA
V38568
1,1-Dichloroethane
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
Qualifiers/ OF Dilution
Factor
MQL Method Quantitation Limit
Definitions

I G
Waypoint
ANALYTICAL
00435
Waypoint Analytical - Greenville Project
Ann Baynor
114 Oakmont Or Information
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
C&D Landfill, Inc.
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
fx G
Jamie Corporaal
Laboratory Project Manager
Lab No : 96255
Matrix: Aqueous
Sample ID : Trip Blank-2
Sampled:
9/18/2023 0:00
Analytical Method: 8260D
Prep Batch(es):
V38567
09/29/23 09:00
Prep Method: 5030E
Test
Results
Units
MQL
DF
Date/Time
By
Analytical
Analysed
Batch
1,2-Dichloroethane
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
1,1-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
cls-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
trans-1,2-Dichloroethene
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
1,2-Dichloropropane
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
cis-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
trans-1,3-Dichloropropene
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
1,4-Dioxane
<0.150
mg/L
0.150
1
09/29/23
21:38
MSA
V38568
Ethylbenzene
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
2-Hexanone
<0.005
mg/L
0.005
1
09/29/23
21:38
MSA
V38568
Methyl Ethyl Ketone (MEK)
<0.005
mg/L
0.005
1
09/29/23
21:38
MSA
V38568
4-Methyl-2-Pentanone
<0.005
mg/L
0.005
1
09/29/23
21:38
MSA
V38568
Methylene Chloride
<0.001
mg/L
0.001
1
09/29/23
21:38
MSA
V38568
Styrene
<0.0005
mg/L
0.0005
1
09129/23.21:38
MSA
V36568
1,1,1,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
1,1,2,2-Tetrachloroethane
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
Tetrachloroethene
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
Tetrahydrofuran
<0.010
mg/L
0.010
1
09/29/23
21:38
MSA
V38568
Toluene
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
1,1,1-Trichloroethane
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
1,1,2-Trichloroethane
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
Trichloroethene
<0.0005
mg/L
0.0005
1
09/29/23
21:38
MSA
V38568
Qualifiers/ OF Dilution
Factor
MQL Method Quantitation
Limit
Definitions

•
waypoiInt. Go
ANALYTICAL
00435
Waypoint Analytical - Greenville
Ann Baynor
114 Oakmont Dr
Greenville , NC 27858
Report Number:23-269-0054
449 Springbrock Rd, Charlotte, NC 28217
Main 704.529.6364
www.waypointanalytical.com
Project C&D Landfill, Inc.
Information :
REPORT OFANAL YSIS
Report Date : 10/03/2023
Received : 09/26/2023
�/X
Jamie Corporaal
Laboratory Project Manager
Lab No : 96255
Matrix:
Aqueous
Sample ID : Trip Blank-2
Sampled:
9/18/2023 0:00
Analytical Method: 8260D
Prep Batch(es):
V38567 09/29/23 09:00
Prep Method: 5030B
Test
Results
Units
MOL DF
Date / Time
By
Analytical
.
Analyzed
Batch
Trichlorofluoromethane
<0.0005
mg/L
OW005
1
09/29/23 21:38
MSA
V38568
1,2,3-Trichloropropane
<0.001
mg/L
0.001
1
09/29/23 21:38
MSA
V38568
Vinyl Acetate
<0.002
mg/L
0.002
1
09/29/23 21:38
MSA
V38566
Vinyl Chloride
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
o-Xylene
<0.0005
mg/L
0.0005
1
09/29/23 21:38
MSA
V38568
m,p-Xylene
<0.001
mg/L
0.001
1
09/29/23 21:38
MSA
V38568
Xylene CTotal)
<0.0005
mg/L
0.0005
1
09/29/23 21:38
V38568
Surrogate: 4-Bromofluorobenzene
104
Limits: 80-124%
1 09/29/23 21:38
MSA
V3B568
Surrogate: Dibromofluoromethane
97.2
Limits: 75-129%
1 09/29/23 21:38
MSA
V38568
Surrogate: 1,2-Dichloroethane - d4
92.8
Limits: 63-136%
1 09/29/23 21:38
MSA
V38568
Surrogate: Toluene -dB
100
Limits: 77-123%
1 09/29/23 21:38
MSA
V38568
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions

•
Waypoint,- 449 Springbrook Rd, Charlotte, .5 28364
Main 704529.6364
ANALYTICAL www.waypointanalyticaLcom
Shipment Receipt Form
Customer Number: 00435
Customer Name: Waypoint Analytical - Greenville
Report Number: 23-269-0054
Shipping Method
0 Fed Ex 0 US Postal 0 Lab
UPS 0 Client 0 Courier
0 Other:
Thermometer ID:
IRT15 2.8C
Shipping container/cooler uncompromised?
# Yes
0 No
Number of coolers/boxes received
F 1
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 label(s)?
0 Yes
No
COC properly completed
Yes
0 No
Samples in proper containers?
0 Yes
0 No
Sample containers intact?
0 Yes
0 No
Sufficient sample volume for indicated test(s)?
Yes
0 No
All samples received within holding time?
(W Yes
0 No
Cooler temperature in compliance?
# Yes
0 No
Cooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes
0 No
Water - Sample containers properly preserved
# Yes
0 No
0 N/A
Water - VOA vials free of headspace
# Yes
0 No
0 N/A
Trip Blanks received with VOAs
# Yes
0 No
0 N/A
Soil VOA method 5035 — compliance criteria met
0 Yes
0 No
# N/A
High concentration container (48 hr)
F_ High concentration pre -weighed (methanol -14 d)
Low concentration EnCore samplers (48 hr)
Low conc pre -weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes (* No
Comments:
were
Signature: Oamle Corporaal Date & Time: i09/26/2023 11:51:56

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Appendix C
Groundwater -Surface Water interaction
Study Work Plan and Data Summary
Closed Phase I Landfill Alternate Source Demonstration Report
C&D Landfill, Inc. December 2023

Work Plan for Field Groundwater -Surface Water Interaction Study
C&D Landfill, Inc., Greenville, NC
August 2023
Project Description
The Phase I landfill at the C&D Landfill, Inc. facility (Site) began operations in 2001 and ceased
accepting waste in 2006. The landfill is unlined and accepted construction and demolition (C&D)
debris.
To evaluate MNA and confirm the conceptual site model, ELMSS proposes to characterize the
natural attenuation processes associated with volatile organic compounds (VOCs) and 1,4-
dioxane in groundwater at concentrations that exceed the 2L Standards and verify that site
groundwater discharges to surface water immediately downgradient of landfill Phases 1 and 2.
To achieve this goal, a groundwater -surface water interaction study is proposed.
Objectives
The purpose for this work is to meet the following objectives:
1. Verify the conceptual site model that Site related groundwater discharges to surface water
immediately downgradient of the Site,
2. Delineate Site -related groundwater impact.
3. Characterize natural attenuation processes associated with VOC impacts (biotic, abiotic,
mass balance).
Field Methodology
The Solnist Drive Point Piezometer, Model 615, will be used to collect pore water (i.e.,
groundwater) chemistry and hydraulic gradient data within the hyporheic zone of the tributaries
located upgradient and downgradient of the Site (see Figure 1). Dedicated polyethylene tubing
will be attached to the screened interval of the drive point and the drive point will be driven into
the sediment of the tributaries at 10 to 12 locations to a depth of approximately 2 to 4 feet. Once
placed, the pore water pressure will be allowed to equilibrate whereupon the static water level in
the drive points will be compared to the surface water level in the tributary. The hydraulic gradient
magnitude and direction will be recorded as an indication of groundwater discharge or recharge.
Where groundwater discharge conditions are observed, groundwater and surface water quality
samples will be collected. For the groundwater samples, a peristaltic pump will be used to low -
flow purge (50 to 200 ml/min) the drive points to obtain pore water field parameters (temperature,
pH, dissolved oxygen, specific conductance, redox potential, and turbidity). Once stabilized field
parameters are obtained, a pore water sample will be collected into laboratory sample containers
for subsequent laboratory analysis of metals, VOCs, 1,4-dioxane, and MNA parameters (i.e.,
nitrate+nitrite, TOC, alkalinity, chloride, TDS, sulfate, sulfide, carbon dioxide, and dissolved
gases). For the surface water samples, a peristaltic pump will be used to low -flow purge the
surface water immediately next to each drive point. A surface water sample will be collected into

laboratory sample containers for subsequent laboratory analysis of metals, VOCs, and 1,4-
dioxane.
Once the sampling is complete, the GPS coordinates for each location will be recorded. The drive
point will be removed (if possible) and decontaminated for use at the next sample location.
At a given drive point location, a pore water sample will not be collected if one of two conditions
prevail as follows:
1. If the drive point is placed in sediment of such low hydraulic conductivity that a pore water
sample cannot be collected in a reasonable amount of time (on the order of/z hour), then
the location will be abandoned and marked as not permeable.
2. If the hydraulic gradient indicates downward flow, then the location will be marked as
aquifer recharge.
This protocol is considered appropriate because both of these conditions imply that significant
groundwater discharge is not occurring at these locations.
In order to provide a connection between surface water and groundwater quality at the time of
sampling, in addition to the drive point locations identified above, the following existing wells will
be sampled for the same analytical list as above: MW-2S, MW-3S, MW-3A, MW-5, MW-6, MW-8,
MW-12S, MW-13, and MW-14S. Quality control samples will include one duplicate sample, one
equipment blank, and one trip blank for the groundwater samples.
Decontamination Procedure
The drive point piezometers will be decontaminated using the following procedure before reuse
at the next location:
1. Rinse the equipment with potable water;
2. Wash the equipment in a Liquinox/water solution;
3. Rinse the equipment with deionized or distilled water; and
4. Let equipment air dry before collecting the next sample.

Appendix D
Statistical Evaluation of Soil Data
Closed Phase I Landfill Alternate Source Demonstration Report
C&D Landfill, Inc. December 2023

Appendix 3 — Statistical analysis of Facility -specific background soil data
Soil sample location map and data summary. The statistical analysis is used to assess the mean concentrations of the combined background (CSS-
and USS-series) and downgradient (DSS-series) data.

Arsenic in Soil analysis
Descri ptive Statistic
Arsenic pgradient
Multiplier
1.5
test for norma ky
Shapiro-WilkT t
As up
As up
As up
As up
3500
35W
Mean 659
MinEO3
W-stat 0.57791
0
Standard Error 350.294
ql-Min
pvalue SSE-05
3000
30W
Median 342
Med-q1
alpha ❑05
2500
2500
Mode t1N/A
O3-Med
normal no
Standard Deviati 101907
Max-Q3
�a 20DO
a 2000
SampleVarance 1038495
Mean
d'Agostino-Pearson
15W
15W
Kurtosis 7.23474
Skewness 2 65242
Min
132
DA-,tat 20.5238
100n
low
Range 3019
Ol
137.625
p-value 3.5E-05
Maximum 3,150
Median
342
alpha 0.05
5W
Sm
Minimum 132
Q3
512.5
normal no
p
0
Sum 5,351
Max
643
Count 8 Mean 669 Lilliefors Test
Geometric Mean 357.929
D-stat 0.3951
Harmonic Mean 248.71
Grand Mi1�
pwalue 0
AAD 620.297
MAD 204.75
Outliers
3,150
notnormally
IQR 374.875
distrihuted
--Ii"..r-iI--
As do
Descripti-Statistics
Multiplie
1.5
test for no-
I
Sha pi ro-W i
I k Test
As do
As do
As do
Mean
582
Min
133.5
W-stat
0.90771
Standard Error
209.698
Ql-Min
142.875
p-value
0.47035
Median
592
Med-01
315125
alpha
005
Mode
r AN/A
03-Med
30525
normal
yes
Standard Deviati- 419.376 Max-Q3 11325
Sample Variance
175876
Mean
582
d'Agostino-Pearson
Kurtosis
-4.41293
Skewness
-0-00649
Min
1935
DA-stat
4N/A
Range
576.5
Ol
276.375
p-value
AN;A
Maximum
1,010
Median
592
alpha
0.05
Minimum
134
03
896.75
normal r
WN/A
Sum 2,327 Max 3030
Count
4
Mean
582
Lilliefors Test
Geometric Mean
440134
D-stat
0.23049
Harmonic Mean
314196
Grand Mi�
Pwalue
0.64754
AAD
352.875
MAD
343
Outliers
None
normally
ICR
620375
distributed
As up
As do
ANOVA: Single Fa ctor
DESCRIPTION
Alpha 0.05
Kruskal-Wallis
median
ra nksum
count
r^2/n
H-stat
H-ties
df
p-value
alpha
sig
Test
As up
342
49
8
3nn_125
Asdn
592
29
4
21025
12
510975
02596154
0.259,6154
1
0.6103845
0.05
n❑
Pairwisettestr
Pa incise Man n-W hitney exa it tests
395
1,010
297
134
gmupl 9mup2
p-value mean
groupl g-p2 p-value LLstat mean
132
859
Group Count Sum Me- Vononce SS Std Err lower Upper
Asup Asdn
D.83858 97.1975
Asup As do CI59293 13 97.1975
3,150
324
As up 8 5,351 569 1039495 7269465 312.192-26.794 1354.42
Asdn 4 2,327 582 175875 527629 441.506-402.111 1555.35
135
543
139
469
ANOVA
Sources SS df MS f Pvolue Eto-sq RMSSE Omega Sq
Bet-,- 202711 1 20271094 0025 0.97912 0.00299 006982 -0-009934
Within Gr 77137094 10 779709.37
Total 7917365 11 710669.52
Statistical analysis for arsenic in soil [ug/kg] showing the upgradient and downgradient means are the same. The same conclusion is achieved
when the outlier CSS-4 is removed.

Chromium in Soil Analysis
Desc ripti-Statistics Multiplied 1.5Shapir-Wilk Test Descriptive Statistics Multipliel 1.5 Shapiro -Wilk Test
C7up C7up Crup Cr up Cr do Crdn Crdn Crdn
Mean %099 Min 1920 W-stat 065377 40000 40000 Mean 7,070 Min 2220 Wstat 095591,
Standard Error 4216.95 Q1-Min 1092.5 p-yalue O.00D67 35000 350W Standard Error 259919 ql-Min 1132.5 P-lue 0.52991
Median 4,I00 Med-Ul 1187.5 alpha 0.05 30000 3DDW Median 6,180 Med-Ul 2827.5 alpha 0.01
Mode r 4N/A QS-Med 3930 nor mal no Mode r 4N/A QS-Mad 3717.5 normal yes
Std D- 11927.3 Max-33 6570 25000 25000 Standard Deyiatu 5198.35 Max-33 3802.5
$amp Var 1.4E+08 Mean 91099 d'Agosti-Pearson 20000 20000 Sample Variance 27E+07 Mean 7,070 d'Agostino-Pearson
Kurtosis 5.36 15000 = 15DDD Kurtosis-1.55916
Skewness 229761 Min 1820 DAstat 152392 10000 10000 Skewness 0.69296 Min 2220 DA-sta
Range 35080 Ol 2912.5 pwalue ODDD49 Range 11480 Ol 3352.5 pvalue r qN/A
Maximum 36,900 Median 4,100 alpha O105 9WO 5000 Maximum 13,700 Median 6,180 alpha 0.01
Minimum 1,820 Q3 7930 normal no 0 0 Minimum 2,220 Q3 9897.5 normal r AN/I
Sum 72,790 Max 14500 Sum 28,280 Max 15700
Count 8 Mean 91099 ILilliefors Test Count 4 Mean 7,070 I Li l l iefors Test
Geometric Mean 540726 J� D-stat 036088 Geometric Mean 5593.69 D tat 02397:
-va Harmonic Mean 394434 Grand Mi'� plue 0.00207 Harmonic Mean 440813 Grand Mi� p-value 0.5863,
AAD 830063 AAD 4095
MAD 1560 Outliers 36,900 not normally MAD 3205 Outliers None normally
ICLR 5017.5 distributed JIQR 6545 distributed
Tact fnr N yea nnnu I ati nn c
Cr up
Cr do
ANDVA: Single Factor
DESCRIPTION
Alpha
0.05
Kruskal-Wallis
median
ranksum
count
r"2/n
H-stat
H-ties
df
p-lue
alpha
Sig
Test
Cr up
4,IOD
51
8
325.125
Crdn
6,180
27
4
182.25
12
507.375
0.0295452
0.0295452
1
OL651347
009
n0
Painwisettestr
Pai-ise Man, -Whitney exact tests
4,580
8,630
1,920
2,220
groupl g-p2
p-value mean
groupl group2 p-value U tat mean
2,620
13,700
Group Count Sum Mean Variance SS SO Err tower Upper
Crup Crdn
0.6908 2028.75
Crup Cr do 0.93333 15 2028.75
36,900
3,730
Cr up 8 72,790 9,099 1.4E+08 1E409 3668.95 923.819 17273.7
Crdn 4 28,280 7,070 2 7E+07 81E+07 9183 68 -44911 186311
3,620
14,500
3,010
5,740
ANDVA
Sources SS df MS F Pvalue Eta-sq RMSSE Omega Sq
Bet-, G 1.1E+07 1 10W5538 U 10192 0.75611 0.01009 0.13824 -0.09099
Within Gn 1.1E+09 10 1C17689599
Tots I 1.1E+09 I1 98897402
Statistical analysis for chromium in soil [ug/kg] showing the upgradient and downgradient means are the same. The same conclusion is achieved
when the outlier CSS-4 is removed.

Cobalt in Soil Analysis
Descriptive Statistics
Co up
Mean 980
Standard Error 494.242
Median 429
Mode r AN/A
Standard Deviati 1397.93
S. m ple Vad an ce 1954199
Kurtosis 6.64123
Skewness 259514
Range 4,208
Maximum 4,340
Minimum 133
Sum 7,942
Count 8
Geometric Mean 549.339
Harmonic Mean 375 725
AAD 902.406
MAD 192
IQR 476.75
Multi
Coup
Min 1325
01-Min 194
Med-dl 102.5
Q3-Med 374.25
Matt-Q3 426.75
Mean 980
Min 1325
dl 326.5
Median 429
Q3 903.25
Max 1230
Mean �J980
Grand Mi'�
Outliers 4,340
Shapin,WilkT t
Wstat 0.61637
p-value 0.00025
alpha 0.05
normal no
d'Agostil-Pearson
DAstat 18 SOCI1
p-value 8.3E-05
alpha 0.05
normal no
Li I I id -Test
D-stat CI3403
p-value 00077
not normally
distributed
Co up
5000
450C 0
4000
3500
3000
250C
2000
150C
1000
50C
0
5000
45M
4000
35M
3000
25M
2000
1500
1000
5W
0
Co do
Descriptive Statistics
Multiplied 15
Shapir-Wilk Test
CO do
CO do
CO do
Mean
1,076
Min
344
W-stat
08577'
Standard Error
361.996
QS-Min
170.25
p-value
025221
Median
1,091
Med-Ql
576.25
alpha
0.0.
Mode
r #N/A
Q3-Med
562
normal
ye
Standard Deviati-
723.791
Maa-Q3
127.5
Sample Variance
523874
Mean
1,076
d'Agostino-Pearson
Kurtosis
-5.25162
Skewness
-003699
Min
344
DA-Sta
Range
1,436
Ql
514.25
p-value r
AN/A
Maximum
1,780
Median
1,091
alpha
0.0.
Minimum
344
Q3
1652.5
normal r
4N/l
Sum
4,305
Max
1790
Count
4
Mean
1,076
ILillietors Test
Geometric Mean
966.194
D-stat
02574.
HarmoniL Mean
68479
Grand Mi'�
J�
p-value
04715!
AAD
618.75
MAD
604.5
Outliers
None
normally
IQR
113925
distributed
Coup
CO do
AN DVA_ Single Fa Ltor
DESCRIPTION
Alpha
005
Kruskal-Wallis
median
ranksum
count
r^2/n
H-stat
H-ties
df
p-value
alpha
sig
Test
Coup
424
46
11
264.5
COdn
1,D91
32
412
255
5205.
1.0394615
1.0394615
1
0.3081795
0.05
n❑
pairwise t tests
Pai-i-Mann-Whitney eaa Lt tests
661
1,790
133
344
grnupl graup2
p-✓aloe
graupl gsrwp2 lue bISW
436
1610
Group Counf Sum Mean V-n- SS Std Frr Lower Upper
Coup COdn
OL7954 960625
Coup COdn 036768 10 S60525
4,340
571
Coup 8 7,842 980 1954199 1AE+07 436.621 7.3359 1953.04
CC) do 4 4,305 1,076 523874 1571621 617.475-299.57 2452.07
277
1,230
343
422
ANDVA
Sources SS df MS F p value Et-q RMSSE omega Sq
BetweenG 24608 1 2460901 001614 0.130144 0.00151 0055 -008431
Within Gn 15E+07 10 1525101.6
Total 1.5E+07 11 1398693.1
Statistical analysis for cobalt in soil [ug/kg] showing the upgradient and downgradient means are the same. The same conclusion is achieved
when the outlier CSS-4 is removed.

Vanadium in Soil Analysis
Desr riptive Statistic
VIP
Mean 11,036
Standard Error 4303
Median 5,890
Mode r #N/A
Standard D-iati 12170.7
Sample Variance 15E+08
Kurtosis -0.02304
Skewness 131554
Range 31,440
Maximum 32,100
Minimum 660
Sum 88,290
Count 8
Geometric Mean 6119.55
Harmonic Mean 3019.42
AAD 9656.89
MAD 2680
IQR 9267.5
Testfor like populations
VuP
Min 650
Ql-Min 3282.5
Med-Gl 1947.5
Q3-Med 7320
Max-G3 O
Mean 11,036
Min 650
Gl 99429
Median 5,990
03 13210
Max Soso
Mean JJ 11,096
Grand Mi'�
Gutliers 28,6D0
Shapiro -Wilk Test
W-stat 0.75392
p-value 0.00902
alpha 0.05
normal no
d'Agostino-Pearsan
DA-stat 3.08293
2 pvalue 01407
alpha 0.05
normal yes
Lill iefors Test
D-stat 034596
p-value 0.00593
not normally
distributed
V up
35000
30000
0
250M
20000
� 15W0
10000
`0no
0
Descriptive Statistic
Vdn
vdn
35000
Mean 14,450
EOXIO
Standard Error 6170.19
Median 14,125
25
Mode r #N/A
20000
Standard Deviate 12340.4
S. m ple V. ri-ce 15E+08
]5000
Kurtosis-525413
10"
Skewness 0.0489
Range 24,450
50M
Maximum 271000
0
Minimum 2,550
Sum 57,800
Count 4
Geometric Mean 9548.79
Harmonic Mean 6031.83
AAD 10550
MAD 10225
IGR 19425
Vdn
Min 2550
Ql-Min 2025
Med-G1 9550
Q3-Med 9975
Max-G3 SOW
Mean 14,450
Min F 2550
Gl 4575
Median 14,125
03 240DO
Max 27OD0
Mean 14,450
Grand Mi�
Outliers None
Shapiro -Wilk Test
Vdn
W-stat 0.8562i
p-value 024717
alpha 0.0-
normal yei
d'Agostino-Pearson
DA-sta
-v palue r #N/A
alpha 0.0'
normal r #N/1
Li I I wf urs Test
D-stat 027203
p-value 03834J
normally
distributed
Vup
Vdn
ANOVA Single Factor
DESCRIPTION
Alpha
0.05
Kruskal-Wallis
median
ranksum
count
r^2/n
H-stat
H-ties
df
p-value
alpha
sig
Test
Vup Vdn
5,890
51
8
325 125
14,125
27
4
182 25
12
507 375
0.0295452
00299452
1
0,9651347
0.05
no
Painnrisettestr
Pai-ise Mann -Whitney exact tests
6,750
23,000
2,720
2,550
groaPI q-p2
p-value mean
groupI group2 value U tat mean
650
27,000
Group Count Sum Meon V-a- SS SO Err lower Upper
Vup Vdn
0.66587 3413.75
V u p Vdn 0.93333 15 3413.75
28,600
5,250
Vup 8 99,290 11,035 1.5E+08 1E409 432198 1409.28 206642
Vdn 4 57,900 14,450 1.5E+08 4.6E+08 6110.93 833.99 28066
5,030
32,100
4,350
8,08O
ANDVA
so.- SS d/ MS E P-lue Etu-sq RMSSE Omega Sq
6etw C 31E+07 1 31076504 020804 0.65805 0.02035 0.19751 -0.07066
Within Gr 1.5E+09 10 149374079
Total 1.5E+04 11 139619754
Statistical analysis for vanadium in soil [ug/kg] showing the upgradient and downgradient means are the same. The same conclusion is achieved
when the outlier CSS-4 is removed.

Iron in Soil Analysis
Descri pti-Statistics Multiplier 1.5Shapiro-WIIkT-1 Fe up Fe do Descriptive Statist) cs Multiplie 1.5 Shapiro-W ilk Test
Fe up Fr up Fe up 12000000 12000000 7,390,DW 7,39D,000 71390,DOL
Mean 3,633,750 Min [29800131)
120000 W-stat 0.7442 o Mean 3,874,667 Min 864000 Wstat 0.88885
Standard Error 1264279.8 ql-Min372500 pwalue O.OD7O4 10000000 10000000 Standard Error r2376648.8 q1-Min 733000 p-value r 0.35085
Median 1,820,000 Med-ql327500 alpha O�5 Median 233D,000 Med-ql 733000 alpha Ou
Mode r #N/A q3-Med450ODD normal no 8000000 8000000 Mode r #N/A q3-Med 30500M normal ye
Standard D-iati 35759232 Max-q3 Standard Deviatii 4012553.5 Max-q3 3050000SampleVariance 1.279E+13 Mean 633,750 d'Agostino-Pearson 6000000 = 6000000 Sample Variancer 1.61E+13 Mean 3,874,667 d'Agosti—Pearson
Kurtosis 1.829097 4000000 Kurtosis r #DIV/O!
Skewness 16373074 Min 1120ODD DA-stat 519911 4��0 Skewness r14755965 Min 94,657
Dhsta[ #N/A
Range 9,880,000 01 149250D p-value OA453 2�00 2000000 Range 7,566,OW ql P-alle r RN/A
Maximum 11,000,000 Median 1,820,00D alpha 0.05 Maximum r 8,430,OW Median alpha 0.0
Minimum 1,120,000 q3 4270000 normal 0 0 Minimum r 864,008 (13 —I r 4N/
Sum 29,070,000 Max 715000D Sum 11,524,000 Max
Count 8 Mean 3,633,750 ILilliefors Test Count r 3 Mean lAilief—Test
Geometric Mean 2572454 D-stat 0.2981 Geometric Mean r2559795.5 Dl- tat 0.24274
Harmonic Mean 2022403.4 Grand Mi� p-value 0.03489 Harmonic Mean r 1759308 Grand Mip-value 0.56635
AAD 2720625 AAD r30368889
MAD 515000 Outliers 11,DWOD0 not normally MAD r 1466000 Outliers None
IQR 2777500 distributed IQR r 3783000 n ormally distributed
n fnr I iL. nnni d-inn c
Fe up
Fe do
AN OVASingle Factor
DESCRIPTION
Alpha 005
Kruskal-Wallis
median
ranksum
count
r^2/n
H-stat
H-ties
dt
P-value
alpha
Mg
Test
Fe up
1J120,000
49
8
300_125
Fe do
4JI.,OD0
29
4
21025
12
510375
02596154
02596154
1
0.6103845
0 OS
n❑
Pairwisettestr
Pairwise Mann -Whitney exact testr
3,310.000
7,3110,000
2,030.000
864,000
gmupl group2
✓ofue
g—pl group2 p-slue LF,W
1,290.000
9,430,000
Group C nF Sum Meon Vo—r- SS SW ✓rr lower 11pper
Feup Fed,
0.6365129 1119750
Fe up Fedn 068283 13 1119750
7.150.000
2,330,000
He up 8 29,070,000 3,633,750 13E+13 9E+13 1279550 782734 6484766
Fedn 419,014,000 4,753,500 1.4E+13 4.1E+13 1809558 721555 8795445
',56C,CCC
CCC,CCC
'2C,CCC
',5'C,CCC
ANOVA
Souses SS d/ MS F F-1— F6rsq RMSSE omega Sq
Bel—G 33E+12 1 3344E+12 0.25527 0.62433 0.02459 0.21878 -0.06517
Within Gn 13E+14 10 131E+13
Total 13 E+14 11 1 221E+13
Statistical analysis for iron in soil [ug/kg] showing the upgradient and downgradient means are the same. The same conclusion is achieved when
the outlier CSS-4 is removed.

Manganese in Soil Analysis
Descriptive Statistics Multiplier 1.5Shapi ro-W ilk Test Mn up MN do Descriptive Statistics Multiplie 1.5 Sha piro-WiIk Test
ARn up Mn up Mn uP 500000 300000 Mn do Mn do Mn do
Mean 39,499 MinL4902]5
W-stat 0.45409 c Mean 28,008 Min 32600 W-stat 0.52046
Standard Error 32526.73 ❑1-Min p-value 2.9E-06 250000 250000 Standard Error 7406.6575 Ul-Min O p-value 0.14426
Median 6,120 Med-O.1 alpha 005 Median 32,700 Med-Ql 56425 alpha 005
Mode r NNIA q3-Med mal 200000 200000 Mode r lIN/A 03-Med 1450 mal yes
Standard Deviati 91999486 Max-Ci3 nor no Standard Deviati- 14913335 Max-q3 5550norSampleVariance 8464E404 Mean d'Agostino-Pea rson `end 150000 - a 150000 Sa mple Varian ce 214434842 Mean 28,008 d'Agostino-Pea rson
Kurtosis 7.4606511 100000 100000 Kurtosis 3.1033555
Skewness 2.9192867 Min 2780 DA-stat 22.831 Skewness-1.546239 Min 32600 DA-stat #NIA
Range 264,220 01 5175 p-value 1.1E-05 50000 50000 Range 33,770 Q1 26057.5 pvalue #NjA
Maximum 267,000 Median 6,120 alpha 009 X Maximum 40,200 Median 92,700 alpha 009
Minimum 2,780 Q3 11022.5 normal n❑ 0 I 0 Minimum 6,430 q3 34650 normal r NN/A
Sum 315,990 Max 14600 Sum 112,030 Max 40200
Count 8 Mean 34,444 ILilliefors Test Count 4 Mean 28,008 ILilliefors Test
Geometric Mean 9938.7727 J� Dstat 0.49167 Geometric Mean 22428.842 J� D-stat 020523
Harmonic Mean 6194.5466 Grand Mi'� pvalue O Harmonic Mean 16559.083 Grand Mi'� p-value 0.50529
AAD 56875 313 PAD 1079975
00 MAD 2750 Outliers 267,0not normally MAD SEWOutliers 6,430 normally
ICR 5847.5 distributed IOR 8592.5 distributed
Test for like populations
Mnup
Mn din
ANOVA:Single Factor
DESCRIPTION
Alpha 005
Kruskal-Wallis Test
Mn up
median 6,120
rank sum 43
count 8
02fn 231125
Hstat
H-ties
df
pwalue
alpha
sig
Mndo
32,700
35
4
30625
12
537375
23365385
23365385
1
0.1263701
0.05
no
Painuisettestr
Pairwise Mann-Whitneyexact tests
5,5SO
40,200
2,7 SO
6,430
groupl group
p-vodue
groupl group p-relue lfsW
3,960
32,600
Group Count Sum M-n V-n- SS Std Ef lower Upper
Mnup Mn do
0.7397165 11491.3
Mnup Mndo 0.15354 7 11491.3
267,000
32,800
Mn up 8 315,990 39,494 85E404 59E+10 273646-214733 100471
Mn an 4 112,030 28,008 22E408 6.6E408 9869-9.4-59220.1 114235
6,510
14,600
9,830
5,730
ANOVA
Sourres SS dj MS F Pvcd- F6o-sq RMSSE Omega Sq
Between G 3.5E+08 1 352130204 0.05879 0.91333 0.00594 0.10495 -0.08511
Within Gr 6E+30 10 5.993E+04
Total 6E+10 11 5.478E+04
Statistical analysis for manganese in soil [ug/kg] showing the upgradient and downgradient means are the same. The same conclusion is achieved
when the outlier CSS-4 is removed.

Appendix E
Statistical Evaluation of Groundwater
Data
Closed Phase I Landfill Alternate Source Demonstration Report
C&D Landfill, Inc. December 2023

Appendix 4
Statistical analysis of Facility -specific background groundwater data
Content:
• Upgradient (background) and downgradient groundwater data for each MOI, pH, oxidation-reduction potential and specific conductivity,
resulting from Semi-annual groundwater sampling conducted between spring 2018 and spring 2023 (11 monitoring events).
• The data tables are shaded based on detection magnitude relative to the relevant groundwater standard (2L GW or IMAC). 1/2 the
detection limit is used for non -detects.
• Sample dates and turbidity values are provided below. Values >10NTU highlighted.
TURBIDITY [NTU]
date
event
MW-17
W-4
MW-15
MW-4
MW-15
MW-145
MW-125
MW-3A
MW-35
MW-5
MW-2S
MW-6
61121l8
1
41.3
38.2
10
72
63
17.6
5.93
47.4
6.82
71.5
13.8
5.35
12110118
2
2.76
8.62
6.11
25.8
6.42
38.8
2.33
4.38
3.31
9.12
7.25
1.26
6115119
3
3.14
7.67
3.96
6.5
4.17
24.5
6.28
5.62
6.4
7.9
2.5
1.9
12115119
4
6.6
7.24
2.8
2.49
4.63
8.24
1.74
6.66
6.87
46.2
5.98
1.93
6122120
5
5.6
7.89
3.M
9.26
4.5
9.39
6.98
5.28
5.76
7.53
5.33
6.09
1212120
6
6.H
3.4
8.88
9.7
7.4
9.67
5.24
6.87
3.13
6.42
4.4
9.43
6123121
7
5.1
5.4
3.9
9
7.6
9.1
2.7
'18
4
5.4
5.9
2.7
12115121
8
5.93
8.83
7.02
8.61
6.51
17.6
3.15
7.91
2.12
7.93
7.57
6127122
9
3.74
6.23
1 7.72
9.54
7.74
9.38
1 4.62
4.68
5.22
1 6.06
9.73
12115122
10
2.43
8.58
2.95
17.2
7.75
97.2
1 2.68
4.79
2.26
0.86
6.76
6122123
11
1.1
1.9
0.3
1.6
2
1 0.2
1.1
2.8
1.2
• Box and whisker plots for each well and MOI for visual assessment of spatial trend.
• Comparative statistics on the combined background and downgradient data for each MOI.

Arsenic [ug/L]
date
MW-17
MW-9A
MW-1S
MW-4
MW-15
MW-14S
MW-12S
MW-3A
MW-3S
MW-5
MW-2S
MW-6
6/12/18
0.54
0.64
1.50
1.10
3.00
2.40
37.00
4.40
25.00
5.00
2.00
1.20
12/10/18
0.02
0.03
0.96
0.48
1.40
0.59
22.00
21.00
27.00
4.10
4.10
5.70
6/15/19
1.10
0.21
0.68
1.50
1.60
2.20
54.00
11.00
20.00
7.00
5.30
11.00
12/15/19
0.04
0.04
0.04
0.04
0.10
0.58
29.00
20.00
22.00
3.20
16.00
10.00
6/22/20
0.04
0.22
1.40
0.78
0.04
3.20
25.00
16.00
25.00
3.80
4.50
9.00
12/2/20
0.43
0.22
1.50
0.98
0.89
3.80
20.00
20.00
23.00
1.60
3.40
0.44
6/23/21
0.44
0.70
1.30
1.20
26.00
2.30
17.00
8.80
18.80
1.70
0.71
1.10
12/15/21
1.90
0.54
5.00
0.62
6.30
86.00
57.00
18.00
25.00
6.90
17.00
6/27/22
0.85
0.28
0.94
0.75
5.60
20.00
45.00
28.00
22.00
24.00
14.00
9.00
12/15/22
1.00
0.84
0.80
0.68
2.30
64.00
45.00
45.00
5.60
0.38
10.00
6/22/23
0.88
0.50
1.00
2.60
2.00
10.00
54.00
32.00
4.80
0.07
3.60
mean
0.66
0.38
1.37
0.98
4.48
17.73
36.82
20.38
23.09
6.08
5.21
7.09
median
0.54
0.28
1.00
0.78
2.00
3.20
37.00
20.00
23.00
4.45
4.10
9.00
min
0.02
0.03
0.04
0.04
0.04
0.58
17.00
4.40
18.80
1.60
0.07
0.44
max
1.90
0.84
5.00
2.60
26.00
86.00
57.00
45.00
27.00
24.00
16.00
17.00
10C
9C
8C
7C
7 6C
5C
a 4C
3C
2
1
upgraaient uowngraalent
Arsenic 2LGW or IMAC 10 ug/L
EN
Le]
O O
0 2L GW or IMAC 1
W-3S
i
� "h ♦ 4
•4
inr, 5
`� ♦ M W-4
jMW_-7

Arsenic Statistics: lump background and downgradient data. Result: downgradient is elevated relative to background.
ANOVA: Single Factor
Kruskal-Wallis Test
Pairwise ttest5
Pairwise Mann -Whitney exact tes s
DESCRIPTION
Alpha
0.01
background downgradient
rnediai 0.73
rank SL 1318.5
9.DD
7066.5
group 1 groop 2 p-vWoe mean
group 1 group 2 p-vane t1-stat
mean
Group Count Sum Mean 'arrance SS Std Err Lower Upper
backgrour downgrad 1.6E-11 14.18151
backgrour downgrad 1.5262E-17 328.5
14.191512
backgrou 44 37.31 0.85 0.713 30.6595 2.05735-4.5324 6.22803537
downgrac 85 1277.5
15.029 281.2
23621.8
1.49022 11.1594
18.9002799
count 44
02f n 39510.0511
85
587475.5559
129
526985.507
ANOVA
H-stat
H-ties
df
58.6480193
58.6652372
1
Sources SS df MS F Pvaiue Eta-sq RMSSE OmegaSq
Between 5830.78 1 5830.8 31.31 1.3E-07 0.19777 0.7349 0.1902472
Within GI 23552.5 127
186.24
p-value
1.8691E-14
Total 29493.3 128
230.34
alpha
sig
0.01
yes
Descriptive Statistics
Multipli
1.5
Shapiro-WilkTest
Descriptive Statistics
Multiplie
1.5
Shapiro -Wilk Test
AS Bg
As d r7
background background
background
90
90
downgradient
dvwngradlent
downgradien
Mean 0.95
Min
0.015
W-stat
0.73051934
o
Mean
15.02935
Min
0.04
W-stat
0.79979997
80
ao
Standard Eri 0.1273
Q1-Min0.3775
p-value
1.2138E-07
Standard[
1.818896
Q1-Min
2.96
p-value
2.1687E-09
Median 0.73
Med-Q
0.3325
alpha
0.05
70
70
Median
9
Med-Q1
5
alpha
0.05
Made 0.04
Q3-Mec
0.3
normal
no
60
so
o
g
Made
20
Q3-Med
13
normal
no
Standard Devi 0.8444
Max-Q
0.875
50
50
Standard 1
16.76939
Max-Q3
23
Sample Varie 0.713
Mean
0.85
d`Agastino-Pearson
as
40
Sample Vi
291.2124
Mean
15.02935
d'Agostinc-Pearsan
Kurtosis 13.207
Kurtosis
3.805231
30
30
Skewnes, 3.005
Min
0.015
DA-stat
52.6274395
Skewness
1.90546
Min
0.04
DA-stat
40.3537941
Range 4.99
QU
0.3925
p-value
3.7333E-12
20
20
Range
85.96
Q1
3
p-value
1.727E-09
Maximur7 5.00
Mediar
0.73
alpha
0.05
10
10
Maximum
86
Median
9
alpha
0.05
Minimurr D.D2
Q3
1.025
normal
no
0
0
Minimum
0.04
Q3
22
normal
no
Sum 37.31
Max
1.9
Sum
1277.495
Max
45
Count 44
Mean
0.85
Lilliefars
Count
85
Mean
15.02935
Geometric M 0.4933
D-stat
0.1675794
Geometric
6.74121
D-stat
0.173935,91
Harmonic Mi 0.156
Grand M�
p-value
0.005134482
Harmonic
1.131556
Grand Mi�
p-value
0
AAD 0.5204
AAD
12.70053
MAD 0.335
Outliers
5.00
MAD
7.9
Outliers
86
Lilliefars
IQR 0.6325
2.60
IQR
19
64
D-stat
0.173935,91
54
p-value
0
57
54

Chromium [ug/L]
date
MW-17
MW-9A
MW-IS
MW-4
MW-15
MW-14S
MW-12S
MW-3A
MW-3S
MW-5
MW-2S
MW-6
6/12/18
2.9
0.075
0.075
2.4
2.6
0.84
26
2.5
24
4.9
0.43
1.3
12/10/18
0.94
0.075
0.77
4.4
0.075
0.48
24
13
32
3.3
3
4.3
6/15/19
0.18
0.11
0.37
3.8
0.46
2
55
9.3
24
7.5
3
7.1
12/15/19
1.2
0.06
3
3
0.06
1.1
44
15
25
11
5.7
12
6/22/20
1.8
4.2
4.7
5
2
10
47
9
19
3.3
4.4
13
12/2/20
1.7
0.12
0.46
2
1.5
16
31
11
26
2.4
2.7
1
6/23/21
1.1
0.6
0.39
2.1
38
6.4
18
5.6
28.5
3.2
0.51
2
12/15/21
1 1.6
0.99
10
1.5
8.2
52
67
12
25
4.2
13
6/27/22
2.1
0.2
1.9
1.9
5.5
25
52
19
22
19
12
7.8
12/15/22
2
0.4
1.6
2.6
3.8
62
48
23
4
0.095
7.8
6/22/23
1.8
0.095
3.2
2
3.4
19
56
18
3.9
0.095
5.1
mean
1.6
0.6
2.4
2.8
6.0
17.7
42.5
12.5
25.1
6.3
3.3
6.8
median
1.7
0.1
1.6
2.4
2.6
10.0
47.0
12.0
25.0
4.0
3.0
7.1
min
0.2
0.1
0.1
1.5
0.1
0.5
18.0
2.5
19.0
2.4
0.1
1.0
max
2.9
4.2
10.0
5.0
38.0
62.0
67.0
23.0
32.0
19.0
12.0
13.0
Upgradient' Downgradient
Chromium 2LGW or IMAC 1 10 1 ug/L
80 70 Upgradient Downgradient
60
50
bb
f 40 0
v 3° O
20 '�'
2L GW or IMAC
10
0 ib

Chromium Statistics: lump background
and downgradient data.
Result: downgradient
is elevated relative to background.
ANOVA: Single Factor
I Kruskal-Wallis Test
I Pairwise ttests
lPairwise Mann -Whitney exacttests
DESCRIPTION
Alpha
0.05
Cr Cr Dg
mediai 2 8.2
rank SL # 6801.5
Gmup Count Stem A4ean Varrdnce SS Std Err dower Upper
Cr Bg 44 81.41 1.95 3.4444 149.1013 2.0116 -2.13 5.831
Cr Dg 85
1254.3
14.87
257.43
22454.3
1.4473 12.01 17.74
count # 85
r^2fn # 544240
ANOVA
H-stat
H-ties
df
Sources SS df MS E Evalue Eta-sq RMSSEme_qaSq
Between Grc 4918.1 1 4919 27.522 6E-07 0.1786 0.69 0.171
Within Groi 22612
127
178.1
p-value
Total 27530
128
215.1
alpha
Sig
Descriptive Statistics
Multipli
1.5
Shapira -Wilk Test
_T
Cr Bg
Cr 132
Mean 1.8502
Standard Ei 0.2798
Median 1.65
Mode 2
Standard Devi 1.9559
Sample Varii 3.4444
Kurtosis 7.5458
Skewnes 2.1912
Range 9.94
Maximun 10
Minimun 0.06
Sum 91.41
Count 44
Geometric N 0.9793
Harmonic M 0.3595
AAD 1.2748
MAD 1.22
Cr 8g
Cr By
70
Min
0.05
W-stat 0.804
Q1-Min
0.3375
p-value 4E-05
60
Med-Q
1.2525
alpha 0.01
s0
Q3-Me
0.8
normal no
Max-Q
2.55
40
Mean
1.8502
d`Agostinc-Pearson
30
Min
0.05
DA-slat 36.7
20
Q1
0.3975
p-value 1E-08
10
Mediar
1.55
alpha 0.01
03
2.45
normal no
0
Max
5
Mean
1.8502
Lilliefors
D-stat 0.174
Grand M�
p-value 0
Outlier! 10
group 1 g
Cr Bg Cr
129
601228
40.21694
40.22876
1
2.26E-10
70
60
50
40
30
20
10
0
Cr Dg
2 p-valve mean I group 1 group 2 p-vaUe U-stat mean
1.5E-10 13.02442 Cr Bz Cr Dff 1.51E-11 593.5 13.024
Descriptive Statistics Multiplier 1 1.51 Shapira -Wilk Test
Cr Dg
Cr Dg
Cr Dg
Mean
14.87455
Min
0.06
-stat
O.8OW77
Standard 1
1.773769
Q1-Min
2.94
p-value
4E-09
Median
8.2
Med-Q1
5.2
alpha
0.01
Mode
19
Q3-Med
14.3
normal
no
Standard 1
16.35334
Max-Q3
29
Sample Vs
267.4317
Mean
14.87465
d`Agostino-Pearso
Kurtosis
1.55471
Skewness
1.489121
Min
0.06
DA-stat
25.3904
Range
55.94
Q1
3
p-value
1.9E-05
Maximum
67
Median
8.2
alpha
0.01
Minimum
0.06
Q3
23
normal
no
Sum
1254.345
Max
52
Count
85
Mean
14.87455
Lilliefors
Geometric
6.502787
D-stat
0.18093
Harmonic
1.141,364
Grand Min
p-value
0
AAD
12.6679
MAD
5.8
Outliers
52
GLR
20
55
67
55

Cobalt [ug/L]
date
MW-17
MW-9A
MW-IS
MW-4
MW-15
MW-14S
MW-12S
MW-3A
MW-3S
MW-5
MW-2S
MW-6
6/12/18
0.33
0.27
0.2
0.46
0.33
0.59
1.9
2.1
4.7
1.1
1.1
1.6
12/10/18
0.32
0.12
0.27
0.22
0.15
0.36
1.6
8.3
3
1.2
1.4
2.9
6/15/19
0.2
0.075
0.18
0.57
0.26
0.69
3.2
6
2.9
4
1.3
3.5
12/15/19
0.8
0.51
0.16
0.82
0.71
1.8
3.3
7
6
2
3.4
4
6/22/20
0.01
0.14
0.19
0.34
0.35
1.3
2.6
5.5
6.8
0.82
1.2
3.2
12/2/20
0.15
0.02
0.42
0.4
0.2
1.8
2
5
4.9
0.76
1.34
0.4
6/23/21
0.1
0.16
0.08
0.26
0.69
0.99
1.5
2.5
5.7
1
0.28
1.8
12/15/21
0.16
0.15
1.6
0.15
0.56
3.5
4.1
4.4
3.6
0.84
3.3
6/27/22
0.09
0.14
0.22
0.15
0.72
1.8
3.8
6.4
3.9
4.1
2.3
2
12/15/22
0.11
0.76
0.18
0.24
0.92
3.6
3.3
7
2.1
0.05
2.4
6/22/23
0.05
0.41
0.31
0.05
1.4
1.7
4.1
5.8
1.6
0.05
2.1
mean
0.21
0.25
0.35
0.33
0.57
1.65
2.85
5.45
4.61
1.87
1.21
2.47
median
0.15
0.15
0.20
0.26
0.56
1.70
3.20
5.80
4.70
1.40
1.20
2.40
min
0.01
0.02
0.08
0.05
0.15
0.36
1.50
2.10
2.90
0.76
0.05
0.40
max
0.80
0.76
1.60
0.82
1.40
3.60
4.10
8.30
6.80
4.10
3.40
4.00
Upgradient Downgradient
Cobalt 12LGWstdorIMACI 1 1 ug/L
L
II
6
J
tin
5
c 4
u 3
2
1
N
��yA ���P��ti� ��P������ ���
{d (mean)
125.9
L}`kg
Soil (mean)
1012
ug/kg
Cgw
3.04
ug/L
2L GW std or IMI
1
ug/L
Multiplier = 1.5
F,I VV 21 j
+�d' M W-6
,SW-2

Cobalt Statistics: lump background
and downgradient data. Result:
downgradient is elevated
relative to background.
ANOVA: Si -is e=ac:.1r
;rasa-'..-Va sTes:
I Da'r.,., se ::es:s
Dairwise Mann -Whitney exac::es:s
DESCRIPTION Alpha 0.01
Group Count Sum dean Yarrance SS Std Err Lower Upper
BG 44 12.545 0.285 0.0794 3.4142 0.2390659-0.34007 0.91
DG 85 216.46 2.547 3.76135 315.95 0.1720024 2.096785 2.995
ANOVA
sources
SS
df
MS R P value Eta-sq RMSSE mega Sq
Betweer
148.27
1
149.3 58.9627 4E-12 0.3170673 1.0094 0.31
Within G
319.37
127
2.515
Total
467.54
128
3.553
D e s cri ptive Statistics Multip� 1.51 IShapiro-Wilk Test IF-
BG
BG
BG
Mean
0.2851
Min
0.01
-stat
0.719495
Standard
0.0425
Q1-MiF
0.13
p-value
7.69E-OS
Median
0.195
Med
0.055
alpha
0.05
Mode
0.15
Q3-Me
0.1375
normal
no
Standard
0.2918
Max-Q
0.2375
Sample 1
0.0794
Mean
0.28511
d`Agostino-Pearsan
Kurtosis
10.484
Skewnes
2.9118
Min
0.01
DA-stat
47.54143
Range
1.59
Q1
0.14
p-value
4.52E-11
Maximur
1.6
Mediar
0.195
alpha
0.05
Minimun
0.01
Q3
0.33Z5
normal
no
Sum
12.545
Max
0.57
Count
44
Mean
0.29511
Lilliefors
Geometr
0.1955
D-Stat
0.203206
Harmoni
0.1114
Grand
1p-value
O
AAD
0.1945
MAD
0.09
Outlier
0.8
IQR
0.1925
0.75
1.5
0.82
9
8
7
6
4
3
2
1
0
BG DG group 1 group2 p-vafue mean group 1 group 2 p-vafue U-stat mean
media C _95 2 BG DG 2.01E-17 2.261475 BG DG 6.69E-20 250 2.2515
rank SL 1240 7145
count 44 85 129
rA21n 34945.4545 600600.3 535545.7
H-slat 54.77334
H -ties 54.79055
df 1
p-value 8.33E-16
alpha 0.01
.Siff Vey
Co Bg
8
7
6
J 5
4
3
2
i
0
Co Dg
Descriptive Statistics
VG
Mean
2.546588
Standard I
0.21035
Median
2
Mode
1.8
Standard )
1.93, 422
Sample V�
3.761358
Kurtosis
0.12594
Skewness
0.995949
Range
8.25
Maximum
8.3
Minimum
0.05
Sum
215.45
Count
85
Geametrii
1.712355
Harmonic
0.7586,94
AAD
1.592221
MAD
1.3
I QR
2.6
Multiplied 1.5
OG
Min
0.05
Q1-Min
0.95
Med-Q1
1
Q3-Med
1.6
Max-Q3
3.4
Mean
2.546598
Min
0.05
Q1
1
Median
2
Q3
3.6
Max
7
Mean
2.546599
Grand Mi�
Outliers 8.3
Shapiro-Wiik.Tes;
DG
W-stat
0.921
p-value
7E-05
alpha
0.05
normal
d'Agostino-?ears
DA-stat
10.024
p-value
0.006
alpha
C C�
normal
Lilliefors
D-stat
G.1AL
p-value
C

Vanadium [ug/L]
date
MW-17
MW-9A
MW-1S
MW-4
MW-15
MW-14S
MW-12S
MW-3A
MW-3S
MW-5
MW-2S
MW-6
6/12/18
5.2
1.2
1.2
5.1
21.2
2.1
16
4
5.8
4.6
0.83
1.2
12/10/18
1.2
0.015
1.8
5
3.5
2.3
17.5
3.1
7.2
1.3
1.2
2
6/15/19
2.9
0.54
1.5
2.7
5.7
4.2
40
2.5
5.9
2.8
0.6
6.2
12/15/19
3.3
1
5
3
15
4
40
4
5
5
4
7
6/22/20
3
0.32
2
3
10
5
30
5
6
2
1
6
12/2/20
2.8
0.26
2.1
2.9
6.9
5.8
20
3.7
7.1
1.4
0.88
1.5
6/23/21
2
1
1.9
2.2
10
2
11
2.3
8.8
1.1
0.55
1.1
12/15/21
1 3
1
3
1 2
14
1 11
48
3
1 8
1 2
10
6/27/22
3
0.2
3
3
6
10
36
7
8
28
6
7
12/15/22
2
0.9
2
3
3
23
36
9
1
4
9
6/22/23
2
0.15
2
3
3
10
33
8
1
0.61
4
mean
2.76
0.60
2.32
3.17
8.94
7.22
29.77
4.69
6.87
4.82
1.97
5.00
median
2.90
0.54
2.00
3.00
6.90
5.00
33.00
4.00
7.10
1.70
1.00
6.00
min
1.20
0.02
1.20
2.00
3.00
2.00
11.00
2.30
5.00
1.00
0.55
1.10
max
5.20
1.20
5.00
5.10
21.20
23.00
48.00
9.00
8.80
28.00
6.00
10.00
Upgradientl Downgradient
Vanadium 2LGWorIMAC 1 7 1 ug/L
60 Upgradient Downgradient
50 -
40 t -
J
30 0
> O
20
0 1 ��
h�
CP-2
1W-17
d,MW-16
4 ~M-9A
"AL M W 15 +' '
r
m'o'J-14 L) ri-
T r .BMW-14
sMW-13 •
10 M W 15 ex# r W-125
Kd (mean)
50.12
L/kg
Soil (mean)
12174
ug/kg
Cg',.v
242.9
ug/L
2L GW or IMAC
7
ug/L
M W-35 ♦ �
na r 3A ♦ M W-4
-� rv1 V4f .7
44 l r
jMW=7 SVV-
W-2M�r-zs �s
52

Vanadium Statistics: lump background and downgradient data. Result: downgradient is elevated relative to background.
ANOVA:5ingle Far:c,
DESCRIPTION Alpha 0.01
Group Count Sum Mean Vorfonce SS Std Err tower Upper
bg 44 97.39 2.2133 1.7524 75.353 1.266 -1.1 5.523
dR 85 743.5 8.7467 105.65 9974.2 0.911 5.365 11.13
ANOVA
Sources SS
Between 1237.5
Within Gi 8949.b
Tot a I 10187
Descriptive Statistics
Mean 2.2133
Standard 0.1996
Median 2
Mode 3
Standard 1.3239
SampleV 1.7524
Kurtosis 0.1014
Skewnes-i 0.455
Range 5.185
Maximur 5.2
Minimurr 0.015
Sum 97.395
Count 44
Geometr 1.5927
Harmonic 0.4159
AAD 1.0385
MAD 1
IQR 1.9
if
MS F
1
1237.5 17.562
127
70.469
129
79.597
Multipli 1.5
bg
Min 0.015
Q1-Min 1.195
Med-Q1 0.8
Q3-Med 1
Max-Q3 2.2
Mean 2.2133
Min 0.015
Q1 1.2
Median 2
Q3 3
Max 5.2
Mean 2.2133
Grand N�
Outliers None
P value Eto-sq RMSSE mega Sq
5E-05 0.121 0.55 0.114
Shapiro -Wilk Test
bg
W-stat 0.932
p-value 0.012
alpha 0.05
d'Agostino-Pearson
vx-sLa1 i.03a
p-value 0.399
alpha 0.05
normal yes
M test
D-stat 0.163
p-value 0.005
Kruskal-Wallis Tes.
bf dg
mediar
2 5.7
rank su
# 5593
count
# 85
L
rA2/n
# 511384.1
584367
H-stat
28.151E
H-ties
28.2111
df
p-value
1.09E-(
alpha
0.(
50
45
40
35
30
'&1 25
20
15
10
5
0
V b
50
40
30
J
20
10
0
Pairwise t tests
group I group 2 p-vo)ue mean
bg dg 1.13387E-07 5.53341
V dg
Descri ptive Statisti cs
Mean
8.746706
Standard Error
1.114849
Median
5.7
Mode
4
Standard Devii
10.2784
Sample Varian
105.6455
Kurtosis
4.046201
Skewness
2.122156
Range
47.45
Maximum
48
Minimum
0.55
Sum
743.47
Count
85
Geometric Me
5.019256
Harmonic MeE
2.909459
AAD
7.00792
MAD
3.4
IQR
7.7
Pairwise Mann -Whin
group I group 2
Multiplier 1.5
dg
Min
0.55
Qi-Min
1.75
Med-Q1
3.4
Q3-Med
4.3
Max-Q3
11.2
Mean
9.7467059
Min
0.55
Q1
2.3
Median
5.7
Q3
10
Max
21.2
Mean
9.7467059
Grand Mir
Outliers 23
40
40
30
48
36
36
33
29
exa ct tes. {
p-value U-StGt metirr
3.52441E-08 902 6.533
Shapiro -Wilk Test
W-stat
0.710159
p-value
1.15E-11
alpha
0.05
normal
no
d'Agostino-Pe arson
DA-stat
47.0777
p-value
5.99E-11
alpha
0.05
normal
no
EMest
D-stat 0.25
p-value

Iron [ug/L]
date
MW-17
1,470
MW-9A
557
MW-1S
573
MW-4
1,098
MW-15
2,645
MW-14S
2,303
MW-12S
2,075
MW-3A
32,980
MW-3S
19,510
MW-5
8,810
MW-2S
3,908
MW-6
10,890
12/10/18
6/15/19
2,619
2,527
683
5,330
6,850
8,173
2,164
28,630
26,669
14,743
10,502
21,195
12/15/19
1,700
3,528
505
866
21,100
14,240
1,710
22,520
11,990
11,560
14,540
16,360
6/22/20
1 3,313
3,107
1,119
1 3,905
15,0291
13,723
1,220
120,025
34,034
4,426
7,073
19,712
12/2/20
2,940
523
1,914
2,149
9,748
8,689
1,650
17,644
18,867
3,153
4,101
278
6/23/21
2,670
3,144
920
7,317
9,476
16,181
7,459
10,14518,545
1,511
305
266
12/15/21
2,156
9,213
3,048
5,000
21,238
6,585
1,473
25,33211,313
10,64918,418
6/27/22
1,169
4,135
457
3,473
2,111
1,930
2,079
18,940
24,921
50,590
14,074
14,443
12/15/22
577
16,071
124
3,143
1,198
1,950
1,298
21,314
14,435
6
11,698
6/22/23
5,355
5,857
155
1,732
2,494
1,052
1,534
14,714
7,429
242
3,021
mean
2,397
4,866
950
3,401
9,189
7,483
2,266
21,224
20,731
12,962
61540
11,628
median
2,388
3,336
628
3,308
8,163
7,379
1,680
20,670
19,189
8,810
5,587
13,071
min
577
523
124
866
1,198
1,052
1,220
10,145
11,313
1,511
6
266
max
1 5,355
16,071
3,048
7,317
21,238
16,181
7,459
32.980
34,034
50,590
14,540
21,195
Upgradient Downgradient
Irnn 2LGW or IMAC 1 300 1 ug/L
60000
50000
40000
J
30000
20000
O
10000
0 T__T
h�
CP-2
1W-17
4MW-16
4 M-9A
x �W . AL
MW-15
r {MW-1 +
.01MW-13 .
1 1'a 1 17 M W
I m w-125
-S t' 'ram
MW is
M4-3A
-� rv1 Vtif .7 M W-�
+ k
44 l r
W-2 MV%r-15f
5W2

Iron Statistics: lump background and downgradient data. Result: downgradient is elevated relative to background.
A'%0'vA.,Single Factor
4ruskal-Wallis Test
Dair,•disettests
Dair,•iise rvlann-Whitney exact tests
D=SCRIPTION
Alpha
0.01
Bg Dg
fn2diai 2,342 10,145
rank SL 1520 5383
group 1 group 2 p-vafue mean
grouP 1 group 2 n-vafue u-stot mean
Group Count Stem mean 'anonv SS Std Err Lower upper
Bg ❑g 4.6E-10 8340.711
Bg ❑g 6.02E-07 700 8340.711
Bg 40 2,904 9E+06 3.4E+0S 1283.1 -457.2 6254
Dg
77
#N###
11,244
1E+08
7.2E+09
924.79
2,922
13667
count 40 77 117
r^2fn 57760 4E+05 434090.636
A N OVA
H-stat 23.2973806
H-ties 23.2973806
df 1
Sources SS df MS E P vulve Eta-sq RMSSEmega
Between Groups 1.8E+09 1 2E+09 27.81 6.4E-07 0.1947 0.727 0.185
Within Groups
7.6E+09
115
7E+07
p-value
1.3879E-06
Total
9.4E+09
116
8E+07
alpha
sig
0.01
yeS
Descriptivestatistics
Multipli
1.5
Shapiro -Wilk Test
Descriptivestatistics
Multiplier
1.5
Shapiro -Wilk Test
Fe Bg
Fe Dg
89
89
8g
Dq
Dg
Dg
60000
600Do
Mean
2,904
Min
124
W-stat
0.751
Mean
11,244
Min
5.1
-stat
0.89413
Standard Error
466.872
Q1-Min
782.5
p-value
7E-07
Standard
1111.75
Ql-Min
2157.9
p-value
9.87E-0
50000
500DO
Median
2,342
Med-Q1
1435
alpha
0.05
Median
10,145
Med-Q1
7981
alpha
0.05
Mode
PF #NfA
Q3-Mec
1145
normal
no
400DO
400p0
Made
#NfA
CO-Med
7499
normal
n
tandard Deviation 2952.76
Max-Q
3830
Standard
9755.569
Max-Q3
16390
Sample Variance
871,9779
Mean 1
2,904
d'Agostino-Pearson
1300d0
m 300DO
Sample V
95171104
Mean
11,244
d'Agostino-Pearson
Kurtosis
9.59041
Kurtosis
2.280954
Skewness
2.53453
Min
124
DA-stat
42.2
200D0
200DO
Skewnes,
1.199589
Min
5.1
DA-stat
21.7139
0
Range
15947
Q1
906.5
p-value
7E-10
Range
50583.9
Ql
2154
p-value
1.93E-05
Maximum
15,071
Media
2,342
alpha
0.05
100Q0
100Q0
Maximun
50,590
Median
10,145
alpha
0.05
Minimum
124
Q3
3497
normal
no
Minimum
6
Q3
17544
normal
no
0
0
Sum
116,142
Max
7317
sum
855,808
Max
34034
_ _
Count
40
Mean
2,904
Lilliefors
_ _
Count
77
Mean
11,244
Lilliefors
Geometric Mean
1837.38
D-stat
0.191
Geometri
6055.469
D-stat
0.12133
Harmonic Mean
981.947
Grand M�
p-value
0
_ _
Harmonic
396.0874
Grand Mir
0
p-value
0.006613
AAD
1925.93
_ _
AAD
7731.893
MAD
1332.5
OutlierE
9,213
MAD
7981
Outliers
50,590
IQR
2580.25
16,071
JIQR
LIAW

Manganese [ug/L]
date
MW-17
MW-9A
MW-IS
MW-4
MW-15
MW-14S
MW-12S
MW-3A
MW-3S
MW-5
MW-2S
MW-6
6/12/18
1
12/10/18
170
74
12
36
83
237
460
954
642
172
284
436
6/15/19
149
113
7.5
93
97
527
511
790
433
442
211
692
12/15/19
116
250
22
84
187
1664
570
695
1145
251
613
449
6/22/20
229
142
12
102
124
1398
564
664
926
139
256
749
12/2/20
271
47
15
53
124
1104
755
643
988
127
219
40
6/23/21
106
153
5
86
323
1332
616
418
599
111
28
452
12/15/21
111
479
183
56
248
805
415
827
1220
495
765
6/27/22
169
230
35
54
212
691
633
732
1476
376
892
742
12/15/22
171
873
36
45
189
558
632
1050
571
1.35
878
6/22/23
495
294
45
108
215
935
665
947
379
5
421
mean
198.7
265.5
37.25
71.7
180.2
925.1
582.1
772
928.6
285.3
300.4
562.4
median
169.5
191.5
18.5
70
188
870
593
761
957
251
237.5
572
min
106
47
5
36
83
237
415
418
433
1.35
40
max
495
873
183
108
323
1664
755
1050
1476
571
892
878
Upgradient' Downgradient
1800
1600
1400
1200
3 1000
800 O
600
O
400
200
0
M�nganese 12LGWorIMAC 1 50 1 ug/L
T—
ug/L
h�
CP-2
1W-17
. *MW-169
4 ~M-9A
x ax- LMW-15 +' '
1 r
r
m'o'J-14 L) ri-
T r .BMW-14
OsMW-13 AL
All,
117MW-1 S�
# h W-125 ex
M W 3S ♦ �
Aa4-3A �
-�A1W .7 ♦ M W
A - w
44 l r
jMW=7 V
W-2 MV%I-15 ,. f
' NA W-6
52

Manganese Statistics: lump background and downgradient data. Result: downgradient is elevated relative to background.
ANOVA:Single r-ac ..,r
{ruskal-Wallis Test
Da i rwi se t te sts
PairwiseMann-Whitney exacttests
3 roup13r-oup2
F-value U-stat mean
DESCRIPTION Alpha 0.01
Bg
median 104
rank sc. 1234
Dg
559
5670
gr.aup1
group2
Dg
p-vLVue mean
1E-13 419.003
Group Count .Sum Mean Ir3rrdncE .SS .Std Err Lower upper
Bg Dg
3.11E-12 413.5 418.0028
Bg 44 5731.5 143.29 26,309 1049458 413.7094 13.09 273.4955
Dg 77
43219 561.29
135747
1E+07
35.8273
467.4
655.13126
count 40
rA2fn 38039
77 117
4E+05 455492.6
ANOVA
H-stat
H-ties
df
41.8997
41.9008
1
Sources SS df MS F P value Eta-sq € A4SSE OmegaSq
Betwee 459,3633 1 5E+06 46.538 4.4E-10 0.28809 0.94 0.2801554
Within t 1.1E+07
115 98837
p-value
9.GE-11
Total 1.6E+07
116 137637
alpha
Sig
0.01
yes
Descriptive Statistics Multiplic
1.5
Shapiro -Wilk Test
Descriptive Statistics
Multip
1.5
Shapiro -Wilk Test
rl Bg
Mn
Dg
89
89
Bg
1800
1800
83
83
83
o
Mean 143 Min 5 W-stat 0.709
Pr
Mean
568
Min
1.35
Pr
-stat 0.958836
1600
1600
Pr0.014721
ndard Er 25.9372 Q1-Min 40 p-value 1E-07
Standard [Pr
42.0631
Qi-Mir
249.9
p-value
Median 104
Med-Q]
59
alpha
0.05
1400
1400
Median F
561
Med-Q
310.9
alpha 0.05
Made 12
Q3-Mec
66.25
normal
no
1200
12❑)
Mode Pr
124
Q3-Me
196.5
normal na
and Devi 164.041
Max-Q3
123.75
1000
1000
Standard IPr
366.697
Max-Q
718.5
°
pie Varii 26909.4 Mean 143 d'Agostino-Pearson
Sample V!
134467
Mean
568
d'Agostino-Pearson
Kurtosis 9.77661
800
■
Kurtosis
0.31977
kewnes 2.78027
Min
5
DA-stat
43.98
5U0
600
Skewnesspr
0.69374
Min Pr
1.35
DA-stat P 6.47228
Range 968
Q1
45
p-value
3E-10
400
400
Range
1,663
Q1 F
250.3
p-value Pr0.039315
aximun 873
Median
104
alpha
0.05
200
200
Maximum
1,654
Mediarpr
561
alpha 0.05
inimun 5
Q3
170.25
normal
no
0
0
Minimum
1
Q3 Pr
757.5
normal no
Sum 5,732
Max
294
Pr
Sum
43,136
Pr
Max
1476
Count 40
Mean
143
Lilliefors
Count
76
Mean r
569
Lilliefors
etric by 83.2544
D-stat
0.209
Geometrii�
397.116
D-stat 0.08205
onic M 40.4674
Grand Mi
0
p-value
0
Harmonics
.3.7.4,
Grand 1
0
p-value 0.218994
AAD 105.499
AAD
289.458
MAD 65.5
Outlier4
495
MAD Pr
255
Outhei
1,664
IQR 125.25
479
E
IQR
507.25
973

H
date
MW-17
MW-9A
MW-1S
MWA
MW-15
MW-14S
MW-12S
MW-3A
MW-3S
MW-5
MW-2S
MW-6
6M 211 8
5.4
7.6
6.6
6.5
7.6
6.4
6.3
6.8
6.8
7
6.7
6.6
1 2J1 0!1 8
5.8
6.9
6.5
6.9
6.5
6.4
6.6
6.7
6.9
6.6
6.6
6.0
6M 511 9
6.2
6.7
6.5
6.5
7.4
6.6
6.6
6.8
6.8
6.6
6.5
6.7
1 2+1 5,i1 9
5.7
7.1
6
6.6
5.8
6.5
6.7
6.8
6.9
6.7
6.8
6.0
6Y22J20
5.6
6.9
6.4
6.7
5.8
6.6
6.7
6.8
6.7
6.8
6.5
6.7
1 2J2120
5.6
7.3
6.5
6.5
5.9
6.7
6.9
6.8
6.9
G.9
6.6
6.6
6Y23121
5.6
6.6
6.5
6.2
6.2
6.6
6.6
6.5
6.7
6.7
6.3
6.6
1 2J1 5�21
6
6.7
6.6
6.5
6.2
6.8
6.3
7
6.9
6.6
6.9
6Y27122
6
6.9
6.2
6.1
5.6
6.6
6.7
6.8
6.8
6.9
6.7
6.9
1 2J1 5�22
6.6
7.7
6.9
7.7
6.5
6.8
6.9
6.9
7.5
9.1
7.1
N22M
5.66
6.57
6.24
6.74
5.76
6.68
6.72
6.81
f3.8
8.57
6.52
Upgradient I Downgradient
pH
9.5
9
8.5
8
7.5
7
6.5
6
5.5
5
� y
CP-2
4Ff W-16 ,y
JYT"�f� M5 N�� � \
M+aV-9A
VW-1 ,,sA
imW-15 ,_,... '
41
MW-14D rr--�
� � 1N r145
M C?,,
�V'lp
r _M1 b/Mw-115
,ntiv=11
Mw 3S
� _
AMw-8 ♦ %
♦ 4
MVt MW-4
LN
V-2 M V1r-�S ,. � f
M W-6
. 5-2

pH Statistics: lump background and downgradient data. Result: downgradient is elevated relative to background.
IANOVA: Single Fac-cr I Kruska I-Wa I I is -est I Pairwise t tests I Fa irwise Mann-VV h itney exacr tests
DESCRIPTION
Alpha
0-01
Group
Count
Sum
Mean earrance
SS
Sind Err
Tower
!Upper
median
Bg
44
285.01
6-478
0-298
12-933
0.074
6-2841118
6-6708882
ranksu
Dg
85
571.75
6-727
0-211
17-726
0-0532
6-5874499
6-86572658
count
rh2fn
AN OVA
H-stat
Sources
SS
df
MS
F
Pvalue
E€n-sq
RMSSE
OmegaSq
H-ties
Between L
1-799
1
1.799
7-476
0.0071
0-0555
0-3590521
0-04779951
df
WithinGi
30.56
127
0.241
p-value
Total
32.36
128
0.253
alpha
Descriptive Statistics
Multipj 1 51
Shapiro-Wilk Test
Es
Bs
Bs
Mean
6.478
Min 5.4
W-stat
0.9591719
9 5
Standard
0.082
Q1-Mi 0-775
p-value
0-1111775
9
Median
6-5
Med-Q 0-325
alpha
0-05
$ 5
Made
55
Q3-Me 0.21
normal
yes
S
Standard
0.546
Max-Q 0.59
7 5
Sample V
0-298
Mean 6-478
d'Agostino-Pearson
Kurtosis
0.136
7
Skewness
0.195
Min 5-4
DA-stat
0.47437
6-5
Range
2-3
Q1 6-175
p-value
0-7899453
6
Maximun
7.7
Media 6.5
alpha
0.05
5-5
Minimurr
5-4
Q3 6.71
normal
yes
5
Sum
285
Max 7-3
Count
44
Mean 6.478
Lilliefars
Geometri
6.455
D-stat
0-1300524
Harmonic
6.433
Grand F-(1)
p-value
0-0578457
AAD
0.406
MAD
0-3
Outlier 7-6
IQR
0-535
7-7
7.7
pH Bg
Bg Dg group 1 group 2 p-value mean group 1 group 2 p-value i7-stat mean
6-5 6.7 Bg Dg 0-0115S 0.24909 Bg Dg 0.00146 1235 0.249
2225 6160
44 85 12S
1E405 4E405 558933.03
99520773
10.069161
1
0.0015077
0.01
Descriptive Statistics
Multiplieq 1-5
Shapira -Wilk Test
pH Dg
09
09
D9
95
Mean
6.7265E
Min
6.3
W-stat
0.74444
°
9
Standard 1
0.04983
Qi-Min
0-3
la -value
7-4E-11
$.5
Median
6-7
Med-Q1
0-1
alpha
0-05
8
Made
Standard 1
6.9
0.45937
Q3-Med
Max-Q3
0.1
0-3
normal
no
7.5
Sampie Ve
0.21102
Mean
6-72659
d'Agostino-Pearson
7
Kurtosis
10_S947
6.5
Skewness
2.03603
Min
6-3
DA-stat
59-8349
6
Range
3-5
QI
6-6
p-value
1E-13
5.5
°
Maximum
9.1
Median
6.7
alpha
0.05
5
Minimum
5-6
Q3
6-8
normal
no
Sum
571-76
Max
7-1
Count
85
Mean
6.72659
Geometric
6.71211
Lilliefors
Harmonic
6-69841
Grand Mi'U
D-stat
0.25978
AAD
0.2534
p-Value
0
MAD
0-1
Outliers
7.6
IQR
0-2
7.4
5.8
5.8
5.9
6.2
6.2
5.6
5.76
7.5
9.1
8.57

Oxidation Reduction Potential (mV)
date MW-17 MW-9A MW-15 MW-4 MW-15 MW-14S MW-12S MW-3A MW-3S MW-5 MW-2S MW-6
611 2J1 8
91
14
31
18
80
93
-23
-39
-92
42
-31
102
1211Oil 0
71
99
43
44
95
99
105
-68
-51
44
79
80
Gil 5J19
50
122
102
55
91
54
-50
-12
-85
46
40
-70
12J15J19
112
55
141
81
54
93
123
101
111
129
110
121
6J22220
79
44
96
30
71
95
129
75
-32
442
24
-69
12J2J20
86
58
12
86
96
77
136
-18
-54
98
79
95
6123)21
56
94
57
101
102
102
1.29
136
156
103
99
92
12J15J21
1 152
123
135
177
122
143
167
135
139
127
156
6127122
113
127
100
59
-3
147
159
166
157
120
60
1015J22
84
149
113
1611
113
167
161
142
117
90
134
6J2023
5.2
-61.3
75.7
-24
147
-163
-146
-104
-68.1
17.7
-45.5
300
250
200
150
100
50
0
-50
c
-100
Upgradient I Downgradient
Oxidation Reduction Potential (mV)
I"ff mmwffl�w� 11! 49 1
L&111191�
0 0 0 0
0
11
�-'m 0 Mai
Ilk
196
146
96
46
-4
-54
-104
-154
-204
CP-2
JY7""f -A, 5,
M V-9A
♦ if y
r' MW-14D IWml4S
� ► �;�i-1d f -b ^l
1 r _.MVk+
I -
t,n -MW 3S
_
4
h9Vt .5 MA
MW-7-- W 1
Aw 2 hjw-2S f
�M VJ-o
SSW'-2
f

ORP Statistics: lump background and downgradient data. Result: the means are statistically similar.
AN OVA: Single Factor I Kruskal-Wallis Test I Pairwise ttests I Pairwise Mann -Whitney exact tests
DESCRIPTION
Alpha
0.01
Bg
mediai 82.5
ranks L 2815
count 44
rA2f n 2E+05
H-stat
H-ties
df
p-value
alpha
Dg
91.5
5441
84
352434.298
group l group 2 p-valve metro
group l group
P-Vulu
U-stut mean
Group Count Sum Mefin VQrrQnce SS Std Err Lower upper
Bg Dg 0.272666 12.75455
Bg Dg
1 0.9104871
1825 12.754
Bg 44 3422 77.78 2493.72 107230 10.79626 49.54 105.0152
Dg 84 5462 65.03 5493.66 538974 7.813756 44.59 85.461193
128
532530.3
0.013314
0.013316
1
0.%8131
0.01
ANOVA
Sources SS df MS F Pvafue Eta-sq RMSSP OmegaSq
Betvt+eE 4697.34 1 4697 0.91591 0.3404 0.007217 0.126-0.0005574
Within 546204 126 5129
Total 650901 127 5125
Descriptive Statistics
Mean 77.7795
Standai 7.5283
Mediar 82.5
Mode 86
Standai 49.9371
Sample 2493.72
Kurtosi 0.37828
Skewnr-0.3755
Range 238.3
Maxim) 177
Minims -61.3
Sum 3422.3
Count 44
Geome'#NUM!
Harmor'#NUM!
AAD 39.2405
MAD 30.5
IQR 63.75
Multipj 1.5
09
Min
0
Q1-Mir72.8
Med-C
34
r73-Me
29.75
Max-
54.75
Mean
102.08
Min
-24.3
Q1
49.5
Media
82.5
Q3
112.25
Max
177
Mean
77.7795
Grand
Outlier -37
Shapira -Wilk Test
By
W-stat
DAS7
p-value
0.999
alpha
0.05
normal
ves
d'Agostino-Pearson
DA-stat
1.726
p-value
0.422
alpha
0.05
normal
yes
Lilliefors
D-stat 0.056
p-value 1
300
250
zoo
150
100
50
0
-5 0
-100
ORP [mV]
Descriptive Statistics
196
Mean
65.025
Standard 1
8.792356
146
Median
91.5
95
Mode
102
Standard 1
80.59327
46
Sample Vr
5493.66.4
-4 �
E
Kurtosis
0.015299
-54
Skewness
-0.95319
Range
330
-104
Maximum
157
-154
Minimum
-163
_?_04
Sum
5452.1
Count
84
GeometriipF
#NUM!
Harmonic
#NUM!
AAD
55.44405
MAD
44.5
IQR
101.575
Multiplier] 1.5
Dg
Min
0
G1-Min
126.425
Med- Q1
59.075
r73-Med
32.5
Max-C3
43
Mean
159.025
Min
-104
Q1
22.425
Median
91.5
C 3
124
Max
167
Mean
55.025
Grand Mi -104
Outliers -59
-42
Shapiro -Wilk Test
W-stat
0.896955
p-value
5.77E-06
alpha
0.05
normal
no
d'Agostino-Pearson
DA-stat
11.00313
p-value
0.00408
alpha
0.05
normal
no
Lilliefors
D-stat 0.1683
p-value

Specific Conductivity (u cm)
date
MW-17
MW-4A
MWAS
MWA
MW-15
IVW-145
MW-125
MW-3A
MW-33
MW-5
MW-25
MW-6
6M2M8
528
375
494
402
491
194
1502
3%
3570
562
847
1109
12110118
775
529
773
233
401
246
941
1498
1390
773
688
984
6M 5119
439
556
532
814
369
310
41,30
2013
3792
2266
1311
2851
12115119
555
653
613
1 405
669
2008
1 3956
2679
1 3477
11,51
2790
1 2570
6122120
876
574
648
527
534
2370
3207
2042
3349
693
1320
2373
1212120
597
579
452
354
536
2429
2567
2017
3769
644
1206
390
6123121
214
799
493
526
1599
1656
2423
1155
3952
1017
410
1390
12J15121
663
1014
1732
376.3
1303
332
4077
2699
3703
1764
2641
6127122
610
660
1491
437
1095
2711
3590
3190
3678
1370
2916
1796
12I 5122
660
1040
1396
502
1240
4065
3093
3765
1580
332
1723
6122123
769
699
1129
536
790
2440
3691
2997
1393
369
1197
4500
4000
3500
3000
2500
2000
1500
1000
500
0
Upgradient I Downgradient
Specific ConductivitX
�N�
ca-1W=17
MW 16
CC����// �1{ r _
BMW-9A
l if ,
MW 14[) rr--�
Vt+ ,145
M CrW- b MW-12sV.o-
M .11— it-•.. SW y
y,n -MW 3S
4
h9Vt .5 M-4
.R
♦ BMW-7���W 1
A V1r-2 M V1rS f
�M VJ-o
4SW-2

Specific Conductivity Statistics: lump background and downgradient data. Result: downgradient is elevated relative to background.
ANOVA: Single Fac:Jr
;raskal-Wallis Test
Pairwise ttests
I Pairwise Mann -Whitney exact tests
group group
p-value
mean group
group2 p-value
U-stat
mean
UESCRIPTION Alpha 0.01
median
rank sum
Bg ag
598.5 16M0
1699 5596
Group Count Sum Mean larianr,� SS Std Err tower Upper
Bg Dg
1.77498E-14
1227 Bg
ag 1.5E-09
709
1227.218
Bg 44 29199.3 663.4 94553 4070522 149.879 274.04099 1052.6999
ag 85
160700
1891
1E+05
1.2E+08
107.114
1510.4747
2170.7018
count
r"2 f n
44 85 129
65605 5 E+05 591517.452
ANOVA
H-stat
H-ties
df
33.2683093
33.2595913
1
Sources SS df MS E P valve Eta-sq R&4SSE Omega Sq
Between G 4.4E+07 1 4E+07 44.77 6.4E-10 0.26065 0.8787203 0.2533542
Within Gro 1.2E+08
127
1E+06
p-value
8.0265E-09
Total 1.7E+08
129
1E+-06
alpha
Sig
0.01
yes
aescriptiveStatistics
multip
1.5
Shapiro -Wilk Test
Descriptive Statistics
Multiplie
1.5
Shapiro -Wilk Test
Sc
Bg
Sc
Dg
89
8g
89
450D
450D
09
09
ag
Mean 663.37
Standard Er 45.3836
Min
CU-Mir275.8
214
W-stat
p-value
0.8491925
4.167E-05
400D
4000
Mean
Standard I
1890.599235
129.524604
Min
Q1-Min
194
653
W-stat
p-value
0.931911
0.000233
Median 599.5
Med-C
107.8
alpha
0.05
350D
350D
Median
1680
Med-Q1
833
alpha
0.05
Made 550
Q3-Me
170.8
normal
no
3000
300D
Made
332
Q3-Med
1110
normal
no
Standard D 307.674
Max-Q
359.8
E 2500
E 250D
Standard 1
1194.157845
Max-Q3
1400
Sample Var 94553.3
Mean
553.4
dAgostino- Pearson
200D
1 200D
Sample Vi
1426012.959
Mean
1890.5882
d'Agostino-Pearson
Kurtosis 3.42292
o
Kurtosis
-1.129281943
Skewness 1.68963
Min
214
DA-stat
23.077727
1500
isao
Skewness
0.353763404
Min
194
DA-stat
21.60094
Range 1518
Q1
490.8
p-value
9.744E-06
1000
100D
Range
3995
Q1
847
p-value
2.04E-05
Maximum 1732
Media
5%.5
alpha
0.05
500
500
Maximum
4190
Median
1690
alpha
0.05
Minimum 214
Q3
759.3
normal
no
0
p
Minimum
194
❑_3
2790
normal
no
Sum 29189.3
Max
1129
Sum
160700
Max
4190
Count 44
Mean
663.4
lilliefors
Count
85
Mean
1890.5892
lilliefors
Geometric 606.906
a-stat
0.2050258
Geometric
1452.532934
a-stat
0.120369
Harmonic h 556.921
Grand 1 �I
p-value
0
Harmonic
10113.1359527
Grand Mi
p-value
0.002915
AAd 211.463
AAd
1036.015225
MAD 130.5
Outlier
1732
MAD
992
Outliers
None
IQR 278.5
1481
IQR
1943
1385